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Home My WebLink AboutPLANS 660 Community Dr Community Center 2016-10-31PROJECT DIRECTORYPROJECT DIRECTORYPROJECT DIRECTORYPROJECT DIRECTORY OWNEROWNEROWNEROWNER ESTES VALLEY PARKS ANDESTES VALLEY PARKS ANDESTES VALLEY PARKS ANDESTES VALLEY PARKS AND RECREATION DISTRICTRECREATION DISTRICTRECREATION DISTRICTRECREATION DISTRICT 690 BIG THOMPSON AVE690 BIG THOMPSON AVE690 BIG THOMPSON AVE690 BIG THOMPSON AVE ESTES PARK, CO 80517ESTES PARK, CO 80517ESTES PARK, CO 80517ESTES PARK, CO 80517 PHONE: (970)-586-8191PHONE: (970)-586-8191PHONE: (970)-586-8191PHONE: (970)-586-8191 CONTACT:CONTACT:CONTACT:CONTACT: OWNER REPRESENTATIVEOWNER REPRESENTATIVEOWNER REPRESENTATIVEOWNER REPRESENTATIVE RLH ENGINEERINGRLH ENGINEERINGRLH ENGINEERINGRLH ENGINEERING 541 EAST GARDEN DRIVE, UNIT S541 EAST GARDEN DRIVE, UNIT S541 EAST GARDEN DRIVE, UNIT S541 EAST GARDEN DRIVE, UNIT S WINDSOR, CO 80550WINDSOR, CO 80550WINDSOR, CO 80550WINDSOR, CO 80550 PHONE: (970)-686-5695PHONE: (970)-686-5695PHONE: (970)-686-5695PHONE: (970)-686-5695 CONTACT:CONTACT:CONTACT:CONTACT: ARCHITECTARCHITECTARCHITECTARCHITECT OHLSON LAVOIE COLLABORATIVEOHLSON LAVOIE COLLABORATIVEOHLSON LAVOIE COLLABORATIVEOHLSON LAVOIE COLLABORATIVE 616 E. SPEER BLVD.616 E. SPEER BLVD.616 E. SPEER BLVD.616 E. SPEER BLVD. DENVER, CO 80203DENVER, CO 80203DENVER, CO 80203DENVER, CO 80203 PHONE: (303)-294-9244PHONE: (303)-294-9244PHONE: (303)-294-9244PHONE: (303)-294-9244 CONTACT:CONTACT:CONTACT:CONTACT: AQUATICS DESIGNERAQUATICS DESIGNERAQUATICS DESIGNERAQUATICS DESIGNER OHLSON LAVOIE COLLABORATIVEOHLSON LAVOIE COLLABORATIVEOHLSON LAVOIE COLLABORATIVEOHLSON LAVOIE COLLABORATIVE 616 E. SPEER BLVD.616 E. SPEER BLVD.616 E. SPEER BLVD.616 E. SPEER BLVD. DENVER, CO 80203DENVER, CO 80203DENVER, CO 80203DENVER, CO 80203 PHONE: (303)-294-9244PHONE: (303)-294-9244PHONE: (303)-294-9244PHONE: (303)-294-9244 CONTACT:CONTACT:CONTACT:CONTACT: CM/GCCM/GCCM/GCCM/GC ADOLFSON & PETERSON CONSTRUCTIONADOLFSON & PETERSON CONSTRUCTIONADOLFSON & PETERSON CONSTRUCTIONADOLFSON & PETERSON CONSTRUCTION 797 VENTURA STREET797 VENTURA STREET797 VENTURA STREET797 VENTURA STREET AURORA, CO 80011AURORA, CO 80011AURORA, CO 80011AURORA, CO 80011 PHONE: (303)-363-7101PHONE: (303)-363-7101PHONE: (303)-363-7101PHONE: (303)-363-7101 CONTACT:CONTACT:CONTACT:CONTACT: LANDSCAPE ARCHITECTLANDSCAPE ARCHITECTLANDSCAPE ARCHITECTLANDSCAPE ARCHITECT MATRIX DESIGN GROUPMATRIX DESIGN GROUPMATRIX DESIGN GROUPMATRIX DESIGN GROUP 1601 BLAKE STREET, SUITE 2001601 BLAKE STREET, SUITE 2001601 BLAKE STREET, SUITE 2001601 BLAKE STREET, SUITE 200 DENVER, CO 80202DENVER, CO 80202DENVER, CO 80202DENVER, CO 80202 PHONE: (303)-572-0200PHONE: (303)-572-0200PHONE: (303)-572-0200PHONE: (303)-572-0200 CONTACT:CONTACT:CONTACT:CONTACT: CIVIL ENGINEERCIVIL ENGINEERCIVIL ENGINEERCIVIL ENGINEER VAN HORN ENGINEERINGVAN HORN ENGINEERINGVAN HORN ENGINEERINGVAN HORN ENGINEERING 14043 FISH CREEK ROAD14043 FISH CREEK ROAD14043 FISH CREEK ROAD14043 FISH CREEK ROAD ESTES PARK, CO 80517ESTES PARK, CO 80517ESTES PARK, CO 80517ESTES PARK, CO 80517 PHONE: (970)-586-9388PHONE: (970)-586-9388PHONE: (970)-586-9388PHONE: (970)-586-9388 CONTACT :CONTACT :CONTACT :CONTACT : STRUCTURAL ENGINEERSTRUCTURAL ENGINEERSTRUCTURAL ENGINEERSTRUCTURAL ENGINEER MARTIN & MARTINMARTIN & MARTINMARTIN & MARTINMARTIN & MARTIN 12499 WEST COLFAX AVE.12499 WEST COLFAX AVE.12499 WEST COLFAX AVE.12499 WEST COLFAX AVE. LAKEWOOD, CO 80215LAKEWOOD, CO 80215LAKEWOOD, CO 80215LAKEWOOD, CO 80215 PHONE: (303)-431-6100PHONE: (303)-431-6100PHONE: (303)-431-6100PHONE: (303)-431-6100 CONTACT:CONTACT:CONTACT:CONTACT: MECHANICAL/PLUMBING ENGINEERMECHANICAL/PLUMBING ENGINEERMECHANICAL/PLUMBING ENGINEERMECHANICAL/PLUMBING ENGINEER THE BALLARD GROUPTHE BALLARD GROUPTHE BALLARD GROUPTHE BALLARD GROUP 2525 SOUTH WADSWORTH BLVD. #2002525 SOUTH WADSWORTH BLVD. #2002525 SOUTH WADSWORTH BLVD. #2002525 SOUTH WADSWORTH BLVD. #200 LAKEWOOD, CO 80221LAKEWOOD, CO 80221LAKEWOOD, CO 80221LAKEWOOD, CO 80221 PHONE: (303)-988-4515PHONE: (303)-988-4515PHONE: (303)-988-4515PHONE: (303)-988-4515 CONTACT:CONTACT:CONTACT:CONTACT: ELECTRICAL ENGINEERELECTRICAL ENGINEERELECTRICAL ENGINEERELECTRICAL ENGINEER AE DESIGN GROUPAE DESIGN GROUPAE DESIGN GROUPAE DESIGN GROUP 1900 WAZEE STREET SUITE 2551900 WAZEE STREET SUITE 2551900 WAZEE STREET SUITE 2551900 WAZEE STREET SUITE 255 DENVER, CO 80202DENVER, CO 80202DENVER, CO 80202DENVER, CO 80202 PHONE: (303)-296-3034PHONE: (303)-296-3034PHONE: (303)-296-3034PHONE: (303)-296-3034 CONTACT:CONTACT:CONTACT:CONTACT: TECHNOLOGY ENGINEERTECHNOLOGY ENGINEERTECHNOLOGY ENGINEERTECHNOLOGY ENGINEER SHEN MILSON WILKE, INC.SHEN MILSON WILKE, INC.SHEN MILSON WILKE, INC.SHEN MILSON WILKE, INC. 1822 BLAKE STREE, SUITE 2A1822 BLAKE STREE, SUITE 2A1822 BLAKE STREE, SUITE 2A1822 BLAKE STREE, SUITE 2A DENVER, CO 80202DENVER, CO 80202DENVER, CO 80202DENVER, CO 80202 PHONE: (720)-482-0770PHONE: (720)-482-0770PHONE: (720)-482-0770PHONE: (720)-482-0770 CONTACT:CONTACT:CONTACT:CONTACT: ENERGY ENGINEERENERGY ENGINEERENERGY ENGINEERENERGY ENGINEER MKK INNOVATION LABMKK INNOVATION LABMKK INNOVATION LABMKK INNOVATION LAB 7600 E ORCHARD ROAD, SUITE 250-S7600 E ORCHARD ROAD, SUITE 250-S7600 E ORCHARD ROAD, SUITE 250-S7600 E ORCHARD ROAD, SUITE 250-S GREENWOOD VILLAGE, CO 80111GREENWOOD VILLAGE, CO 80111GREENWOOD VILLAGE, CO 80111GREENWOOD VILLAGE, CO 80111 PHONE: (303)-796-6000PHONE: (303)-796-6000PHONE: (303)-796-6000PHONE: (303)-796-6000 CONTACT:CONTACT:CONTACT:CONTACT: KITCHEN CONSULTANTKITCHEN CONSULTANTKITCHEN CONSULTANTKITCHEN CONSULTANT PROFITABLE FOOD FACILITIESPROFITABLE FOOD FACILITIESPROFITABLE FOOD FACILITIESPROFITABLE FOOD FACILITIES 14026 DONART DRIVE14026 DONART DRIVE14026 DONART DRIVE14026 DONART DRIVE POWAY, CA 92064POWAY, CA 92064POWAY, CA 92064POWAY, CA 92064 PHONE: (858)-748-7333PHONE: (858)-748-7333PHONE: (858)-748-7333PHONE: (858)-748-7333 CONTACT:CONTACT:CONTACT:CONTACT: •ATTENTION-CONTRACTORS, SUBCONTRACTORS, SUPPLIERS, MANUFACTURERS, TRADESPERSONS AND ALL USERS OF THESE DRAWINGS: CAREFULLY AND THOROUGHLY REVIEW THE GENERAL NOTES FIRST BEFORE USING THE DRAWINGS. IT IS YOUR RESPONSIBILITY TO KNOW AND ADHERE TO THE QUALIFICATIONS LISTED BELOW. •CONTRACTORS, SUBCONTRACTORS, SUPPLIERS, MANUFACTURERS AND TRADES PERSONS, BE ALERTED THAT WORK YOU ARE INTERESTED IN MAY NOT BE CONTAINED ALL TOGETHER IN ONE PLACE OR IN ONE SERIES OF DRAWINGS (ARCH., STRUCT., MECH., ETC.), OR IN ONE SPECIFICATION SECTION. REQUIREMENTS FOR ELECTRICAL, MECHANICAL, PLUMBING, AND STRUCTURAL CAN ALSO BE SHOWN ON ARCHITECTURAL DRAWINGS: REQUIREMENTS FOR ANY DISCIPLINE CAN BE SHOWN ON THE DRAWINGS OF OTHER DISCIPLINES. REQUIREMENTS FOR ONE DISCIPLINE CAN BE SHOWN BOTH WITH THAT DISCIPLINE AND ANOTHER AS WELL. EVERY EFFORT HAS BEEN MADE TO MAKE THESE DOCUMENTS CONCISE AND COORDINATED, TO DEFINE WORK IN THE MOST LOGICAL PLACE, AND TO DESCRIBE WORK IN ONE PLACE ONLY. HOWEVER; REMEMBER YOUR SCOPE OF WORK CAN BE CONTAINED IN VARIOUS PLACES WITH VARYING DESCRIPTIONS. DO NOT CONSIDER THERE IS ONLY ONE CUSTOMARY PLACE TO LOCATE YOUR WORK. DO NOT OMIT WORK FROM YOUR SCOPE BECAUSE THE ENTIRE SET OF DOCUMENTS WAS NOT REVIEWED. DO NOT PRESUME YOUR SCOPE OF WORK IS SINGULARLY DEFINED. THE ENTIRE SET OF CONTRACT DOCUMENTS DEFINES THE SCOPE OF WORK FOR THE ENTIRE PROJECT AS WELL AS ANY PARTICULAR TRADE, ETC. YOU MUST REVIEW ALL DRAWING SHEETS AND SPECIFICATIONS DIVISIONS/SECTIONS TO DETERMINE THE EXTENT OF YOUR WORK. •TYPICALLY MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS SHOW EQUIPMENT, PIPING, ETC. IN A DIAGRAMMATIC WAY WITHOUT DIMENSIONING. THESE DRAWINGS DO NOT NECESSARILY ACKNOWLEDGE ARCHITECTURAL DETAILING FOR SHAFTS, CHASES, EASEMENTS, ETC. GENERAL CONTRACTOR TO COORDINATE THE LOCATIONS OF ALL M.E.P. EQUIPMENT, FIXTURES, PIPING, ETC. WITH THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. •THIS SET OF DOCUMENTS IS ORGANIZED TO CONVEY INFORMATION AS CLEARLY AS POSSIBLE IN ONE PLACE. A. THE WALL TYPES ARE DESCRIBED IN A SCHEDULE, AND KEYED ON THE FLOOR PLAN SHEETS A101, A102, ETC; B. DOORS ARE DESCRIBED IN A SCHEDULE ON SHEET A601, AND KEYED ON THE FLOOR PLAN SHEETS; C. GLAZING FRAMES ARE DESCRIBED IN THE 600 SERIES SHEETS, AND KEYED ON THE FLOOR PLANS; D. MILLWORK, GUARDRAILS, BUILDING EQUIPMENT, AND BUILDING SPECIALTIES ARE DESCRIBED IN SCHEDULES AND IN PLAN AT MULTIPLE LOCATIONS OF THIS DRAWING PACKAGE (REFER TO FULL PACKAGE); E. TOILET ACCESSORIES ARE DESCRIBED IN A SCHEDULE IN THE 600 SERIES, AND KEYED ON SHEETS IN THE 600 SERIES; •THE FIRE SPRINKLER SYSTEM IS DESIGNED BY THE INSTALLING SUBCONTRACTOR. THIS DESIGNER / SUBCONTRACTOR MUST COORDINATE LAYOUT, CLEARANCES, LOCATION AND HEAD HEIGHTS WITH THE MECHANICAL DUCT WORK LAYOUT, LIGHTING LAYOUT, AND THE REFLECTED CEILING PLANS. ADDITIONALLY, SOME OF THE BUILDING SPACES WHERE THE SPRINKLER SYSTEM IS TO BE INSTALLED MAY BE SHOWN IN THESE DOCUMENTS, HOWEVER ALL SPACES MAY NOT BE DETAILED OR DESCRIBED. SPRINKLER DESIGN MUST BE COORDINATED WITH ALL PROVISIONS OF THESE DOCUMENTS; SPRINKLER DESIGNER DO NOT RELY SOLELY ON THE DRAWINGS TO DESCRIBE AND IDENTIFY BUILDING SPACES FOR YOUR SYSTEM. ALSO DO NOT RELY SOLELY ON ONE DRAWING SERIES OR ON THE DRAWINGS OF ONE DISCIPLINE IN DESIGNING YOUR SYSTEM. GENERAL CONTRACTOR CONFIRM SPRINKLER DESIGNER / SUBCONTRACTOR HAS COORDINATED THEIR WORK. ALL LAYOUT SHALL MAINTAIN THE INTEGRITY OF THE ARCHITECTURAL AESTHETICS AND SHALL NOT CROSS ANY FENESTRATION; ALL CARE SHALL BE GIVEN UPON DESIGN AND LAYOUT TO ADHERE TO THE ARCHITECTURAL CONSTRUCTION AND AESTHETIC INTEGRITY. ALL QUESTIONS SHALL BE FORWARDED TO THE ARCHITECT FOR REVIEW AND RESPONSE. •MECHANICAL, ELECTRICAL AND SPRINKLER FEATURES MUST EXIST IN THE SAME CEILING SPACES. EACH TRADE MUST LAYOUT AND INSTALL THEIR RESPECTIVE CONDITIONS WITH AWARENESS OF THE OTHER TRADES THAT NEED TO SHARE THE SPACES. EACH TRADE MUST NOT ASSUME THEIR INSTALLATIONS CONDITIONS HAVE BEEN CONSIDERED IN THE DESIGN AND SHOP DRAWINGS PREPARED BY THE OTHER TRADE. EVERY EFFORT HAS BEEN MADE TO COORDINATE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL REQUIREMENTS, IN THESE DOCUMENTS. THE SPRINKLER DESIGN DOES NOT OCCUR UNTIL THE CONSTRUCTION IS UNDERWAY. SO IT HAS NOT BEEN ACTUALLY INCLUDED IN THESE DOCUMENTS. THERE CAN BE PLACES THAT REQUIRE ADDITIONAL COORDINATION AND MODIFICATIONS. EACH TRADE CONTRACTOR TO REVIEW THEIR REQUIREMENTS WITH THE OTHER TRADE AND PROVIDE COORDINATION DURING SHOP DRAWINGS AND CONSTRUCTION. THIS EFFORT TO BE OVERSEEN BY THE GENERAL CONTRACTOR. •ALL REQUESTS FOR ADDITIONAL INFORMATION AND/OR CLARIFICATION MUST BE SUBMITTED TO THE ARCHITECT IN WRITING VIA A PROJECT REQUEST FOR INTERPRETATION(INFORMATION) FORM. 1 A101 SIM 1 A101 SIM BUILDING SECTION SECTION & SHEET NUMBER POINT IN DIRECTION OF CUT SECTION CUT SECTION & SHEET NUMBER POINT IN DIRECTION OF CUT ELEVATION REFERENCE SECTION & SHEET NUMBER POINT IN DIRECTION OF VIEW DETAIL REFERENCE DETAIL & SHEET NUMBER AREA OF DETAIL ELEVATION MARK LOCATION ELEVATION REFERENCE SPOT ELEVATION ELEVATION LOCATION MATCHLINE 1 A101 SIM STRUCTURAL GRID GRID DESTINATION BREAK LINE BREAK IN BODY OF DRAWING ROOM NAME & NUMBER ROOM NAME ROOM NUMBER WALL TYPE DESIGNATION SEE WALL TYPE SCHEDULEWALL TYPE DOOR DESIGNATION SEE DOOR SCHEDULEDOOR WINDOW WINDOW DESIGNATION MIRROR DESIGNATION SEE MIRROR SCHEDULEMIRROR ACCESSORY DESIGNATION SEE ACCESSORY SCHEDULETOILET ACCESSORIES EQUIPMENT (DIVISION 11) SPECIALTIES (DIVISION 10) BUILDING EQUIPMENT AND SPECIALTIES MILLWORK CASEWORK / KEYNOTE CASEWORK TYPE / MILLWORK REVISION REVISION DESIGNATION SEE TITLE BLOCK 1 A101 SIM FIRST FLOOR EL=100'-0" 100'-0" A101 1 SIM 0 101 ROOM NAME 150 SF 1i 1i A 1t 6 3 C 1 PROPERTY LINE FENCE SANITARY SEWER STORM DRAIN WATER ELECTRIC POWER GAS LINE FOUNDATION DRAIN PROPOSED CONTOUR LINE FOUNDATION DRAIN PARKING LOT LIGHTING HYDRANT MANHOLE CATCH BASIN UTILITY POLE SIGNAGE HVAC SUPPLY DIFFUSER HVAC RETURN AIR GRILL RECESSED FLOURESCENT LIGHT FIXTURES SURFACE MOUNTED FLOURESCENT LIGHT FIXTURES LIGHT FIXTURES TRACK LIGHTING SYSTEM PENDANT LIGHT FIXTURES EXIT LIGHTS TV MOUNTING BRACKETS RECESSED LOW VOLTAGE DOWN LIGHT X X SS SS SD SD W W E E G G F F 206 CB M 1i SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 2 : 4 1 : 5 5 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker LM 10-31-2016 16003 COVER SHEET A000 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ESTES VALLEY COMMUNITY CENTERESTES VALLEY COMMUNITY CENTERESTES VALLEY COMMUNITY CENTERESTES VALLEY COMMUNITY CENTER DemolitionDemolitionDemolitionDemolition AD101AD101AD101AD101 DEMOLITION PLANSDEMOLITION PLANSDEMOLITION PLANSDEMOLITION PLANS ArchitectureArchitectureArchitectureArchitecture A100A100A100A100 ARCHITECTURAL SITE PLANARCHITECTURAL SITE PLANARCHITECTURAL SITE PLANARCHITECTURAL SITE PLAN A101A101A101A101 OVERALL FLOOR PLANSOVERALL FLOOR PLANSOVERALL FLOOR PLANSOVERALL FLOOR PLANS A102A102A102A102 LOWER LEVEL PLANLOWER LEVEL PLANLOWER LEVEL PLANLOWER LEVEL PLAN A103A103A103A103 UPPER LEVEL PLAN - NORTHUPPER LEVEL PLAN - NORTHUPPER LEVEL PLAN - NORTHUPPER LEVEL PLAN - NORTH A104A104A104A104 UPPER LEVEL PLAN - SOUTHUPPER LEVEL PLAN - SOUTHUPPER LEVEL PLAN - SOUTHUPPER LEVEL PLAN - SOUTH A105A105A105A105 CLERESTORY PLANCLERESTORY PLANCLERESTORY PLANCLERESTORY PLAN A106A106A106A106 ROOF PLANROOF PLANROOF PLANROOF PLAN A112A112A112A112 LOWER LEVEL RCPLOWER LEVEL RCPLOWER LEVEL RCPLOWER LEVEL RCP A113A113A113A113 UPPER LEVEL RCP- NORTHUPPER LEVEL RCP- NORTHUPPER LEVEL RCP- NORTHUPPER LEVEL RCP- NORTH A114A114A114A114 UPPER LEVEL RCP - SOUTHUPPER LEVEL RCP - SOUTHUPPER LEVEL RCP - SOUTHUPPER LEVEL RCP - SOUTH A115A115A115A115 CEILING DETAILSCEILING DETAILSCEILING DETAILSCEILING DETAILS A201A201A201A201 EXTERIOR ELEVATIONSEXTERIOR ELEVATIONSEXTERIOR ELEVATIONSEXTERIOR ELEVATIONS A212A212A212A212 INTERIOR ELEVATIONS - POOLINTERIOR ELEVATIONS - POOLINTERIOR ELEVATIONS - POOLINTERIOR ELEVATIONS - POOL A213A213A213A213 INTERIOR ELEVATIONS - GYMINTERIOR ELEVATIONS - GYMINTERIOR ELEVATIONS - GYMINTERIOR ELEVATIONS - GYM A214A214A214A214 INTERIOR ELEVATIONS - GYMINTERIOR ELEVATIONS - GYMINTERIOR ELEVATIONS - GYMINTERIOR ELEVATIONS - GYM A215A215A215A215 INTERIOR ELEVATIONS - KIDS LOWER LEVELINTERIOR ELEVATIONS - KIDS LOWER LEVELINTERIOR ELEVATIONS - KIDS LOWER LEVELINTERIOR ELEVATIONS - KIDS LOWER LEVEL A216A216A216A216 INTERIOR ELEVATIONS - FITNESS AND TRACKINTERIOR ELEVATIONS - FITNESS AND TRACKINTERIOR ELEVATIONS - FITNESS AND TRACKINTERIOR ELEVATIONS - FITNESS AND TRACK A217A217A217A217 INTERIOR ELEVATIONS - CONFERENCEINTERIOR ELEVATIONS - CONFERENCEINTERIOR ELEVATIONS - CONFERENCEINTERIOR ELEVATIONS - CONFERENCE A218A218A218A218 INTERIOR ELEVATIONS - WET AREAS AT POOLINTERIOR ELEVATIONS - WET AREAS AT POOLINTERIOR ELEVATIONS - WET AREAS AT POOLINTERIOR ELEVATIONS - WET AREAS AT POOL A219A219A219A219 INTERIOR ELEVATIONS - WET AREASINTERIOR ELEVATIONS - WET AREASINTERIOR ELEVATIONS - WET AREASINTERIOR ELEVATIONS - WET AREAS A221A221A221A221 EXTERIOR FRAME ELEVATIONSEXTERIOR FRAME ELEVATIONSEXTERIOR FRAME ELEVATIONSEXTERIOR FRAME ELEVATIONS A222A222A222A222 INTERIOR FRAME ELEVATIONSINTERIOR FRAME ELEVATIONSINTERIOR FRAME ELEVATIONSINTERIOR FRAME ELEVATIONS A301A301A301A301 BUILDING SECTIONSBUILDING SECTIONSBUILDING SECTIONSBUILDING SECTIONS A302A302A302A302 WALL SECTIONS AND DETAILSWALL SECTIONS AND DETAILSWALL SECTIONS AND DETAILSWALL SECTIONS AND DETAILS A303A303A303A303 WALL SECTIONS AND DETAILSWALL SECTIONS AND DETAILSWALL SECTIONS AND DETAILSWALL SECTIONS AND DETAILS A304A304A304A304 WALL SECTIONS AND DETAILSWALL SECTIONS AND DETAILSWALL SECTIONS AND DETAILSWALL SECTIONS AND DETAILS A305A305A305A305 WALL SECTIONS AND DETAILSWALL SECTIONS AND DETAILSWALL SECTIONS AND DETAILSWALL SECTIONS AND DETAILS A306A306A306A306 WALL SECTIONS AND DETAILSWALL SECTIONS AND DETAILSWALL SECTIONS AND DETAILSWALL SECTIONS AND DETAILS A307A307A307A307 WALL SECTIONS AND DETAILSWALL SECTIONS AND DETAILSWALL SECTIONS AND DETAILSWALL SECTIONS AND DETAILS A308A308A308A308 TYPICAL DETAILSTYPICAL DETAILSTYPICAL DETAILSTYPICAL DETAILS A309A309A309A309 STAIRS AND ELEVATORSTAIRS AND ELEVATORSTAIRS AND ELEVATORSTAIRS AND ELEVATOR A310A310A310A310 STAIRS AND ELEVATORSTAIRS AND ELEVATORSTAIRS AND ELEVATORSTAIRS AND ELEVATOR A311A311A311A311 RAILING DETAILSRAILING DETAILSRAILING DETAILSRAILING DETAILS A401A401A401A401 ENLARGED PLANSENLARGED PLANSENLARGED PLANSENLARGED PLANS A402A402A402A402 ENLARGED WET AREAENLARGED WET AREAENLARGED WET AREAENLARGED WET AREA A403A403A403A403 PLAN DETAILS - EXTERIORPLAN DETAILS - EXTERIORPLAN DETAILS - EXTERIORPLAN DETAILS - EXTERIOR A404A404A404A404 PLAN DETAILS - INTERIORPLAN DETAILS - INTERIORPLAN DETAILS - INTERIORPLAN DETAILS - INTERIOR A501A501A501A501 MILLWORK SCHEDULE AND TYPICAL DETAILSMILLWORK SCHEDULE AND TYPICAL DETAILSMILLWORK SCHEDULE AND TYPICAL DETAILSMILLWORK SCHEDULE AND TYPICAL DETAILS A502A502A502A502 MILLWORK - LOBBY DESKMILLWORK - LOBBY DESKMILLWORK - LOBBY DESKMILLWORK - LOBBY DESK A503A503A503A503 MILLWORK - LOUNGE DESKMILLWORK - LOUNGE DESKMILLWORK - LOUNGE DESKMILLWORK - LOUNGE DESK A504A504A504A504 MILLWORK - RESTROOMSMILLWORK - RESTROOMSMILLWORK - RESTROOMSMILLWORK - RESTROOMS A505A505A505A505 MILLWORK - KITCHEN AREASMILLWORK - KITCHEN AREASMILLWORK - KITCHEN AREASMILLWORK - KITCHEN AREAS A506A506A506A506 MILLWORK - WORKSTATIONSMILLWORK - WORKSTATIONSMILLWORK - WORKSTATIONSMILLWORK - WORKSTATIONS A507A507A507A507 MILLWORK - COPY AREAMILLWORK - COPY AREAMILLWORK - COPY AREAMILLWORK - COPY AREA A508A508A508A508 MILLWORK - COMMUNITY KITCHENMILLWORK - COMMUNITY KITCHENMILLWORK - COMMUNITY KITCHENMILLWORK - COMMUNITY KITCHEN A510A510A510A510 LOCKER DETAILSLOCKER DETAILSLOCKER DETAILSLOCKER DETAILS A601A601A601A601 SCHEDULESSCHEDULESSCHEDULESSCHEDULES A602A602A602A602 LOWER LEVEL SPECIALTIES AND EQUIPMENTLOWER LEVEL SPECIALTIES AND EQUIPMENTLOWER LEVEL SPECIALTIES AND EQUIPMENTLOWER LEVEL SPECIALTIES AND EQUIPMENT A603A603A603A603 UPPER LEVEL (NORTH) SPECIALTIES AND EQUIPMENTUPPER LEVEL (NORTH) SPECIALTIES AND EQUIPMENTUPPER LEVEL (NORTH) SPECIALTIES AND EQUIPMENTUPPER LEVEL (NORTH) SPECIALTIES AND EQUIPMENT A604A604A604A604 UPPER LEVEL (SOUTH) SPECIALTIES AND EQUIPMENTUPPER LEVEL (SOUTH) SPECIALTIES AND EQUIPMENTUPPER LEVEL (SOUTH) SPECIALTIES AND EQUIPMENTUPPER LEVEL (SOUTH) SPECIALTIES AND EQUIPMENT A701A701A701A701 ROOM FINISH SCHEDULEROOM FINISH SCHEDULEROOM FINISH SCHEDULEROOM FINISH SCHEDULE A702A702A702A702 LOWER LEVEL FINISH PLANLOWER LEVEL FINISH PLANLOWER LEVEL FINISH PLANLOWER LEVEL FINISH PLAN A703A703A703A703 UPPER LEVEL FINISH PLAN - NORTHUPPER LEVEL FINISH PLAN - NORTHUPPER LEVEL FINISH PLAN - NORTHUPPER LEVEL FINISH PLAN - NORTH A704A704A704A704 UPPER LEVEL FINISH PLAN - SOUTHUPPER LEVEL FINISH PLAN - SOUTHUPPER LEVEL FINISH PLAN - SOUTHUPPER LEVEL FINISH PLAN - SOUTH A705A705A705A705 MATERIALS LISTMATERIALS LISTMATERIALS LISTMATERIALS LIST A706A706A706A706 TILE PATTERNS AND ENLARGED FLOOR PATTERNSTILE PATTERNS AND ENLARGED FLOOR PATTERNSTILE PATTERNS AND ENLARGED FLOOR PATTERNSTILE PATTERNS AND ENLARGED FLOOR PATTERNS A708A708A708A708 SCORED CMU KEY PLANSCORED CMU KEY PLANSCORED CMU KEY PLANSCORED CMU KEY PLAN SHEET INDEXSHEET INDEXSHEET INDEXSHEET INDEX ESTES PARK, COLORADOESTES PARK, COLORADOESTES PARK, COLORADOESTES PARK, COLORADO PERMIT SETPERMIT SETPERMIT SETPERMIT SET October 31, 2016 1 1/2" = 1'-0" CONTACTS 1/4" = 1'-0" GENERAL NOTES 1/4" = 1'-0" PROJECT SYMBOLS StructuralStructuralStructuralStructural S001 S001 S001 S001 NOTESNOTESNOTESNOTES S002 S002 S002 S002 NOTESNOTESNOTESNOTES S003 S003 S003 S003 NOTESNOTESNOTESNOTES S010S010S010S010 LOADING PLANSLOADING PLANSLOADING PLANSLOADING PLANS S020S020S020S020 QUALITY ASSURANCEQUALITY ASSURANCEQUALITY ASSURANCEQUALITY ASSURANCE S021S021S021S021 QUALITY ASSURANCEQUALITY ASSURANCEQUALITY ASSURANCEQUALITY ASSURANCE S101 S101 S101 S101 OVERALL FLOOR PLANSOVERALL FLOOR PLANSOVERALL FLOOR PLANSOVERALL FLOOR PLANS S102 S102 S102 S102 LOWER LEVEL PLANLOWER LEVEL PLANLOWER LEVEL PLANLOWER LEVEL PLAN S103 S103 S103 S103 UPPER LEVEL PLAN - NORTHUPPER LEVEL PLAN - NORTHUPPER LEVEL PLAN - NORTHUPPER LEVEL PLAN - NORTH S104 S104 S104 S104 UPPER LEVEL PLAN - SOUTHUPPER LEVEL PLAN - SOUTHUPPER LEVEL PLAN - SOUTHUPPER LEVEL PLAN - SOUTH S105 S105 S105 S105 OVERALL ROOF PLANOVERALL ROOF PLANOVERALL ROOF PLANOVERALL ROOF PLAN S106 S106 S106 S106 ROOF PLAN - NORTHROOF PLAN - NORTHROOF PLAN - NORTHROOF PLAN - NORTH S107 S107 S107 S107 ROOF PLAN - SOUTHROOF PLAN - SOUTHROOF PLAN - SOUTHROOF PLAN - SOUTH S300S300S300S300 TYPICAL FOOTING DETAILSTYPICAL FOOTING DETAILSTYPICAL FOOTING DETAILSTYPICAL FOOTING DETAILS S305S305S305S305 TYP BASEMENT AND STEM WALL DETAILSTYP BASEMENT AND STEM WALL DETAILSTYP BASEMENT AND STEM WALL DETAILSTYP BASEMENT AND STEM WALL DETAILS S310S310S310S310 TYPICAL SOG DETAILSTYPICAL SOG DETAILSTYPICAL SOG DETAILSTYPICAL SOG DETAILS S400S400S400S400 TYPICAL MASONRY DETAILSTYPICAL MASONRY DETAILSTYPICAL MASONRY DETAILSTYPICAL MASONRY DETAILS S450S450S450S450 MASONRY PARTITION DETAILSMASONRY PARTITION DETAILSMASONRY PARTITION DETAILSMASONRY PARTITION DETAILS S500S500S500S500 STEEL DETAILSSTEEL DETAILSSTEEL DETAILSSTEEL DETAILS S505S505S505S505 TYPICAL STEEL DETAILSTYPICAL STEEL DETAILSTYPICAL STEEL DETAILSTYPICAL STEEL DETAILS S520S520S520S520 STEEL JOIST DETAILSSTEEL JOIST DETAILSSTEEL JOIST DETAILSSTEEL JOIST DETAILS S530S530S530S530 TYP METAL DECK DETAILSTYP METAL DECK DETAILSTYP METAL DECK DETAILSTYP METAL DECK DETAILS S531S531S531S531 TYP METAL DECK DETAILS TYP METAL DECK DETAILS TYP METAL DECK DETAILS TYP METAL DECK DETAILS S540S540S540S540 PERFORMANCE SPECIFIED FRAMINGPERFORMANCE SPECIFIED FRAMINGPERFORMANCE SPECIFIED FRAMINGPERFORMANCE SPECIFIED FRAMING S550 S550 S550 S550 BRACED FRAME ELEVATIONSBRACED FRAME ELEVATIONSBRACED FRAME ELEVATIONSBRACED FRAME ELEVATIONS S560S560S560S560 WOOD TURSS ELEVATIONSWOOD TURSS ELEVATIONSWOOD TURSS ELEVATIONSWOOD TURSS ELEVATIONS AquaticsAquaticsAquaticsAquatics AQ1.1 AQ1.1 AQ1.1 AQ1.1 POOL SITE, NOTES, AND EQUIPMENT ROOMPOOL SITE, NOTES, AND EQUIPMENT ROOMPOOL SITE, NOTES, AND EQUIPMENT ROOMPOOL SITE, NOTES, AND EQUIPMENT ROOM AQ1.2 AQ1.2 AQ1.2 AQ1.2 POOL DATA AND COORDINATIONPOOL DATA AND COORDINATIONPOOL DATA AND COORDINATIONPOOL DATA AND COORDINATION AQ2.1 AQ2.1 AQ2.1 AQ2.1 POOL PLANS AND WALL DETAILSPOOL PLANS AND WALL DETAILSPOOL PLANS AND WALL DETAILSPOOL PLANS AND WALL DETAILS AQ2.2AQ2.2AQ2.2AQ2.2 POOL STRUCTURAL DETAILSPOOL STRUCTURAL DETAILSPOOL STRUCTURAL DETAILSPOOL STRUCTURAL DETAILS AQ2.3AQ2.3AQ2.3AQ2.3 POOL WATER FEATURESPOOL WATER FEATURESPOOL WATER FEATURESPOOL WATER FEATURES AQ3.1 AQ3.1 AQ3.1 AQ3.1 POOL PLUMBING SCHEMATICSPOOL PLUMBING SCHEMATICSPOOL PLUMBING SCHEMATICSPOOL PLUMBING SCHEMATICS AQ3.2AQ3.2AQ3.2AQ3.2 POOL UNDERDRAIN PLANPOOL UNDERDRAIN PLANPOOL UNDERDRAIN PLANPOOL UNDERDRAIN PLAN AQ3.3AQ3.3AQ3.3AQ3.3 POOL PLUMBING DETAILSPOOL PLUMBING DETAILSPOOL PLUMBING DETAILSPOOL PLUMBING DETAILS AQ4.1 AQ4.1 AQ4.1 AQ4.1 POOL ELECTRICAL SCHEMATICSPOOL ELECTRICAL SCHEMATICSPOOL ELECTRICAL SCHEMATICSPOOL ELECTRICAL SCHEMATICS MechanicalMechanicalMechanicalMechanical MP000MP000MP000MP000 MECHANICAL COVER SHEETMECHANICAL COVER SHEETMECHANICAL COVER SHEETMECHANICAL COVER SHEET MD104MD104MD104MD104 MAIN LEVEL HVAC DEMOLITION PLAN - SOUTHMAIN LEVEL HVAC DEMOLITION PLAN - SOUTHMAIN LEVEL HVAC DEMOLITION PLAN - SOUTHMAIN LEVEL HVAC DEMOLITION PLAN - SOUTH MD105MD105MD105MD105 ROOF HVAC DEMOLITION PLANROOF HVAC DEMOLITION PLANROOF HVAC DEMOLITION PLANROOF HVAC DEMOLITION PLAN MD204MD204MD204MD204 MAIN LEVEL HVAC PIPING DEMOLITION PLAN - SOUTHMAIN LEVEL HVAC PIPING DEMOLITION PLAN - SOUTHMAIN LEVEL HVAC PIPING DEMOLITION PLAN - SOUTHMAIN LEVEL HVAC PIPING DEMOLITION PLAN - SOUTH M102M102M102M102 LOWER LEVEL HVAC PLANLOWER LEVEL HVAC PLANLOWER LEVEL HVAC PLANLOWER LEVEL HVAC PLAN M103M103M103M103 MAIN LEVEL HVAC PLAN - NORTHMAIN LEVEL HVAC PLAN - NORTHMAIN LEVEL HVAC PLAN - NORTHMAIN LEVEL HVAC PLAN - NORTH M104M104M104M104 MAIN LEVEL HVAC PLAN - SOUTHMAIN LEVEL HVAC PLAN - SOUTHMAIN LEVEL HVAC PLAN - SOUTHMAIN LEVEL HVAC PLAN - SOUTH M105M105M105M105 HVAC ROOF PLANHVAC ROOF PLANHVAC ROOF PLANHVAC ROOF PLAN M202M202M202M202 LOWER LEVEL HVAC PIPING PLANLOWER LEVEL HVAC PIPING PLANLOWER LEVEL HVAC PIPING PLANLOWER LEVEL HVAC PIPING PLAN M203M203M203M203 MAIN LEVEL HVAC PIPING PLAN - NORTHMAIN LEVEL HVAC PIPING PLAN - NORTHMAIN LEVEL HVAC PIPING PLAN - NORTHMAIN LEVEL HVAC PIPING PLAN - NORTH M204M204M204M204 MAIN LEVEL HVAC PIPING PLAN - SOUTHMAIN LEVEL HVAC PIPING PLAN - SOUTHMAIN LEVEL HVAC PIPING PLAN - SOUTHMAIN LEVEL HVAC PIPING PLAN - SOUTH M301M301M301M301 HVAC SECTIONSHVAC SECTIONSHVAC SECTIONSHVAC SECTIONS M302M302M302M302 HVAC SECTIONSHVAC SECTIONSHVAC SECTIONSHVAC SECTIONS M401M401M401M401 ENLARGED MECHANICAL ROOM HVAC PLANENLARGED MECHANICAL ROOM HVAC PLANENLARGED MECHANICAL ROOM HVAC PLANENLARGED MECHANICAL ROOM HVAC PLAN M501M501M501M501 HVAC DETAILSHVAC DETAILSHVAC DETAILSHVAC DETAILS M502M502M502M502 HVAC DETAILSHVAC DETAILSHVAC DETAILSHVAC DETAILS M601M601M601M601 HVAC CONTROL DRAWINGSHVAC CONTROL DRAWINGSHVAC CONTROL DRAWINGSHVAC CONTROL DRAWINGS M602M602M602M602 HVAC CONTROL DRAWINGSHVAC CONTROL DRAWINGSHVAC CONTROL DRAWINGSHVAC CONTROL DRAWINGS M603M603M603M603 HVAC CONTROL DRAWINGS & HEATING PIPING SCHEMATICHVAC CONTROL DRAWINGS & HEATING PIPING SCHEMATICHVAC CONTROL DRAWINGS & HEATING PIPING SCHEMATICHVAC CONTROL DRAWINGS & HEATING PIPING SCHEMATIC M701M701M701M701 HVAC SCHEDULESHVAC SCHEDULESHVAC SCHEDULESHVAC SCHEDULES M702M702M702M702 HVAC SCHEDULESHVAC SCHEDULESHVAC SCHEDULESHVAC SCHEDULES M703M703M703M703 HVAC OUTSIDE AIR CALCULATIONSHVAC OUTSIDE AIR CALCULATIONSHVAC OUTSIDE AIR CALCULATIONSHVAC OUTSIDE AIR CALCULATIONS M704M704M704M704 HVAC OUTSIDE AIR CALCULATIONSHVAC OUTSIDE AIR CALCULATIONSHVAC OUTSIDE AIR CALCULATIONSHVAC OUTSIDE AIR CALCULATIONS Fire ProtectionFire ProtectionFire ProtectionFire Protection FP101FP101FP101FP101 LOWER LEVEL FIRE PROTECTION PLANLOWER LEVEL FIRE PROTECTION PLANLOWER LEVEL FIRE PROTECTION PLANLOWER LEVEL FIRE PROTECTION PLAN FP102FP102FP102FP102 MAIN LEVEL FIRE PROTECTION PLANMAIN LEVEL FIRE PROTECTION PLANMAIN LEVEL FIRE PROTECTION PLANMAIN LEVEL FIRE PROTECTION PLAN PlumbingPlumbingPlumbingPlumbing PD101PD101PD101PD101 PLUMBING DEMOLITION PLANSPLUMBING DEMOLITION PLANSPLUMBING DEMOLITION PLANSPLUMBING DEMOLITION PLANS P100P100P100P100 PLUMBING SITE PLANPLUMBING SITE PLANPLUMBING SITE PLANPLUMBING SITE PLAN P102P102P102P102 LOWER LEVEL PLUMBING PLANLOWER LEVEL PLUMBING PLANLOWER LEVEL PLUMBING PLANLOWER LEVEL PLUMBING PLAN P103P103P103P103 MAIN LEVEL PLUMBING PLAN - NORTHMAIN LEVEL PLUMBING PLAN - NORTHMAIN LEVEL PLUMBING PLAN - NORTHMAIN LEVEL PLUMBING PLAN - NORTH P104P104P104P104 MAIN LEVEL PLUMBING PLAN - SOUTHMAIN LEVEL PLUMBING PLAN - SOUTHMAIN LEVEL PLUMBING PLAN - SOUTHMAIN LEVEL PLUMBING PLAN - SOUTH P105P105P105P105 ROOF PLUMBING PLANROOF PLUMBING PLANROOF PLUMBING PLANROOF PLUMBING PLAN P401P401P401P401 ENLARGED PLUMBING PLANSENLARGED PLUMBING PLANSENLARGED PLUMBING PLANSENLARGED PLUMBING PLANS P402P402P402P402 ENLARGED PLUMBING PLANSENLARGED PLUMBING PLANSENLARGED PLUMBING PLANSENLARGED PLUMBING PLANS P501P501P501P501 PLUMBING DETAILSPLUMBING DETAILSPLUMBING DETAILSPLUMBING DETAILS P701P701P701P701 PLUMBING SCHEDULESPLUMBING SCHEDULESPLUMBING SCHEDULESPLUMBING SCHEDULES AudiovisualAudiovisualAudiovisualAudiovisual TA-000TA-000TA-000TA-000 AUDIOVISUAL COVER SHEETAUDIOVISUAL COVER SHEETAUDIOVISUAL COVER SHEETAUDIOVISUAL COVER SHEET TA-102TA-102TA-102TA-102 AUDIOVISUAL FACILITY OVERALL PLAN - LOWER LEVELAUDIOVISUAL FACILITY OVERALL PLAN - LOWER LEVELAUDIOVISUAL FACILITY OVERALL PLAN - LOWER LEVELAUDIOVISUAL FACILITY OVERALL PLAN - LOWER LEVEL TA-103TA-103TA-103TA-103 AUDIOVISUAL FACILITY PART PLAN - UPPER LEVEL NORTHAUDIOVISUAL FACILITY PART PLAN - UPPER LEVEL NORTHAUDIOVISUAL FACILITY PART PLAN - UPPER LEVEL NORTHAUDIOVISUAL FACILITY PART PLAN - UPPER LEVEL NORTH TA-104TA-104TA-104TA-104 AUDIOVISUAL FACILITY PART PLAN - UPPER LEVEL SOUTHAUDIOVISUAL FACILITY PART PLAN - UPPER LEVEL SOUTHAUDIOVISUAL FACILITY PART PLAN - UPPER LEVEL SOUTHAUDIOVISUAL FACILITY PART PLAN - UPPER LEVEL SOUTH TA-112TA-112TA-112TA-112 AUDIOVISUAL FACILITY OVERALL RCP - LOWER LEVELAUDIOVISUAL FACILITY OVERALL RCP - LOWER LEVELAUDIOVISUAL FACILITY OVERALL RCP - LOWER LEVELAUDIOVISUAL FACILITY OVERALL RCP - LOWER LEVEL TA-113TA-113TA-113TA-113 AUDIOVISUAL FACILITY PART RCP - UPPER LEVEL NORTHAUDIOVISUAL FACILITY PART RCP - UPPER LEVEL NORTHAUDIOVISUAL FACILITY PART RCP - UPPER LEVEL NORTHAUDIOVISUAL FACILITY PART RCP - UPPER LEVEL NORTH TA-114TA-114TA-114TA-114 AUDIOVISUAL FACILITY PART RCP - UPPER LEVEL SOUTHAUDIOVISUAL FACILITY PART RCP - UPPER LEVEL SOUTHAUDIOVISUAL FACILITY PART RCP - UPPER LEVEL SOUTHAUDIOVISUAL FACILITY PART RCP - UPPER LEVEL SOUTH TA-202TA-202TA-202TA-202 AUDIOVISUAL ELETRICAL OVERALL PLAN - LOWER LEVELAUDIOVISUAL ELETRICAL OVERALL PLAN - LOWER LEVELAUDIOVISUAL ELETRICAL OVERALL PLAN - LOWER LEVELAUDIOVISUAL ELETRICAL OVERALL PLAN - LOWER LEVEL TA-203TA-203TA-203TA-203 AUDIOVISUAL ELETRICAL PART PLAN - UPPER LEVEL NORTHAUDIOVISUAL ELETRICAL PART PLAN - UPPER LEVEL NORTHAUDIOVISUAL ELETRICAL PART PLAN - UPPER LEVEL NORTHAUDIOVISUAL ELETRICAL PART PLAN - UPPER LEVEL NORTH TA-204TA-204TA-204TA-204 AUDIOVISUAL ELETRICAL PART PLAN - UPPER LEVEL SOUTHAUDIOVISUAL ELETRICAL PART PLAN - UPPER LEVEL SOUTHAUDIOVISUAL ELETRICAL PART PLAN - UPPER LEVEL SOUTHAUDIOVISUAL ELETRICAL PART PLAN - UPPER LEVEL SOUTH TA-212TA-212TA-212TA-212 AUDIOVISUAL ELETRICAL OVERALL RCP - LOWER LEVELAUDIOVISUAL ELETRICAL OVERALL RCP - LOWER LEVELAUDIOVISUAL ELETRICAL OVERALL RCP - LOWER LEVELAUDIOVISUAL ELETRICAL OVERALL RCP - LOWER LEVEL TA-213TA-213TA-213TA-213 AUDIOVISUAL ELECTRICAL PART RCP - UPPER LEVEL NORTHAUDIOVISUAL ELECTRICAL PART RCP - UPPER LEVEL NORTHAUDIOVISUAL ELECTRICAL PART RCP - UPPER LEVEL NORTHAUDIOVISUAL ELECTRICAL PART RCP - UPPER LEVEL NORTH TA-214TA-214TA-214TA-214 AUDIOVISUAL ELECTRICAL PART RCP - UPPER LEVEL SOUTHAUDIOVISUAL ELECTRICAL PART RCP - UPPER LEVEL SOUTHAUDIOVISUAL ELECTRICAL PART RCP - UPPER LEVEL SOUTHAUDIOVISUAL ELECTRICAL PART RCP - UPPER LEVEL SOUTH TelecomTelecomTelecomTelecom TT-000TT-000TT-000TT-000 TELECOM COVER SHEETTELECOM COVER SHEETTELECOM COVER SHEETTELECOM COVER SHEET TT-102TT-102TT-102TT-102 TELECOM OVERALL PLAN - LOWER LEVELTELECOM OVERALL PLAN - LOWER LEVELTELECOM OVERALL PLAN - LOWER LEVELTELECOM OVERALL PLAN - LOWER LEVEL TT-103TT-103TT-103TT-103 TELECOM PART PLAN - UPPER LEVEL NORTHTELECOM PART PLAN - UPPER LEVEL NORTHTELECOM PART PLAN - UPPER LEVEL NORTHTELECOM PART PLAN - UPPER LEVEL NORTH TT-104TT-104TT-104TT-104 TELECOM PART PLAN - UPPER LEVEL SOUTHTELECOM PART PLAN - UPPER LEVEL SOUTHTELECOM PART PLAN - UPPER LEVEL SOUTHTELECOM PART PLAN - UPPER LEVEL SOUTH TT-112TT-112TT-112TT-112 TELECOM OVERALL RCP - LOWER LEVELTELECOM OVERALL RCP - LOWER LEVELTELECOM OVERALL RCP - LOWER LEVELTELECOM OVERALL RCP - LOWER LEVEL TT-113TT-113TT-113TT-113 TELECOM PART RCP - UPPER LEVEL NORTHTELECOM PART RCP - UPPER LEVEL NORTHTELECOM PART RCP - UPPER LEVEL NORTHTELECOM PART RCP - UPPER LEVEL NORTH TT-114TT-114TT-114TT-114 TELECOM PART RCP - UPPER LEVEL SOUTHTELECOM PART RCP - UPPER LEVEL SOUTHTELECOM PART RCP - UPPER LEVEL SOUTHTELECOM PART RCP - UPPER LEVEL SOUTH TT-300TT-300TT-300TT-300 TELECOM ENLARGED PLANTELECOM ENLARGED PLANTELECOM ENLARGED PLANTELECOM ENLARGED PLAN TT-400TT-400TT-400TT-400 TELECOM DETAILS SHEET 1TELECOM DETAILS SHEET 1TELECOM DETAILS SHEET 1TELECOM DETAILS SHEET 1 SecuritySecuritySecuritySecurity TY-000TY-000TY-000TY-000 SECURITY COVER SHEETSECURITY COVER SHEETSECURITY COVER SHEETSECURITY COVER SHEET TY-102TY-102TY-102TY-102 SECURITY OVERALL PLAN - LOWER LEVELSECURITY OVERALL PLAN - LOWER LEVELSECURITY OVERALL PLAN - LOWER LEVELSECURITY OVERALL PLAN - LOWER LEVEL TY-103TY-103TY-103TY-103 SECURITY PART PLAN - UPPER LEVEL NORTHSECURITY PART PLAN - UPPER LEVEL NORTHSECURITY PART PLAN - UPPER LEVEL NORTHSECURITY PART PLAN - UPPER LEVEL NORTH TY-104TY-104TY-104TY-104 SECURITY PART PLAN - UPPER LEVEL SOUTHSECURITY PART PLAN - UPPER LEVEL SOUTHSECURITY PART PLAN - UPPER LEVEL SOUTHSECURITY PART PLAN - UPPER LEVEL SOUTH ElectricalElectricalElectricalElectrical E000E000E000E000 ELECTRICAL COVER SHEETELECTRICAL COVER SHEETELECTRICAL COVER SHEETELECTRICAL COVER SHEET E010E010E010E010 ELECTRICAL SITE PLANELECTRICAL SITE PLANELECTRICAL SITE PLANELECTRICAL SITE PLAN E102E102E102E102 ELECTRICAL POWER PLAN - LOWER LEVELELECTRICAL POWER PLAN - LOWER LEVELELECTRICAL POWER PLAN - LOWER LEVELELECTRICAL POWER PLAN - LOWER LEVEL E103E103E103E103 ELECTRICAL POWER PLAN - UPPER LEVEL - NORTHELECTRICAL POWER PLAN - UPPER LEVEL - NORTHELECTRICAL POWER PLAN - UPPER LEVEL - NORTHELECTRICAL POWER PLAN - UPPER LEVEL - NORTH E104E104E104E104 ELECTRICAL POWER PLAN - UPPER LEVEL - SOUTHELECTRICAL POWER PLAN - UPPER LEVEL - SOUTHELECTRICAL POWER PLAN - UPPER LEVEL - SOUTHELECTRICAL POWER PLAN - UPPER LEVEL - SOUTH E105E105E105E105 ELECTRICAL ROOF PLANELECTRICAL ROOF PLANELECTRICAL ROOF PLANELECTRICAL ROOF PLAN E106E106E106E106 ELECTRICAL ENLARGED POWER PLANSELECTRICAL ENLARGED POWER PLANSELECTRICAL ENLARGED POWER PLANSELECTRICAL ENLARGED POWER PLANS E112E112E112E112 ELECTRICAL LIGHTING PLAN - LOWER LEVELELECTRICAL LIGHTING PLAN - LOWER LEVELELECTRICAL LIGHTING PLAN - LOWER LEVELELECTRICAL LIGHTING PLAN - LOWER LEVEL E113E113E113E113 ELECTRICAL LIGHTING PLAN - UPPER LEVEL - NORTHELECTRICAL LIGHTING PLAN - UPPER LEVEL - NORTHELECTRICAL LIGHTING PLAN - UPPER LEVEL - NORTHELECTRICAL LIGHTING PLAN - UPPER LEVEL - NORTH E114E114E114E114 ELECTRICAL LIGHTING PLAN - UPPER LEVEL - SOUTHELECTRICAL LIGHTING PLAN - UPPER LEVEL - SOUTHELECTRICAL LIGHTING PLAN - UPPER LEVEL - SOUTHELECTRICAL LIGHTING PLAN - UPPER LEVEL - SOUTH E400E400E400E400 ELECTRICAL ONE-LINE DIAGRAMELECTRICAL ONE-LINE DIAGRAMELECTRICAL ONE-LINE DIAGRAMELECTRICAL ONE-LINE DIAGRAM E401E401E401E401 ELECTRICAL DIAGRAMSELECTRICAL DIAGRAMSELECTRICAL DIAGRAMSELECTRICAL DIAGRAMS E402E402E402E402 LIGHTING CONTROL SCHEDULES AND DIAGRAMSLIGHTING CONTROL SCHEDULES AND DIAGRAMSLIGHTING CONTROL SCHEDULES AND DIAGRAMSLIGHTING CONTROL SCHEDULES AND DIAGRAMS E500E500E500E500 ELECTRICAL SCHEDULESELECTRICAL SCHEDULESELECTRICAL SCHEDULESELECTRICAL SCHEDULES E501E501E501E501 ELECTRICAL SCHEDULESELECTRICAL SCHEDULESELECTRICAL SCHEDULESELECTRICAL SCHEDULES Cover and CodeCover and CodeCover and CodeCover and Code A000 A000 A000 A000 COVER SHEETCOVER SHEETCOVER SHEETCOVER SHEET A001A001A001A001 CODE STUDYCODE STUDYCODE STUDYCODE STUDY DN UP UP A B C DN DN A B C UP 0 1 02 0 3 0 3 0 3 03 0 2 0 1 6 3 6 3 6 3 63 6 3 6 3 6 3 6 3 63 6 3 6 3 0' WD 1' WD 2' WD 3' WD 3.5' WD 3.5' WD 3' WD 3.5' WD 3.5' WD 3.5' WD 3.5' WD NO DIVING FT IN NO DIVING FT IN NO DIVING FTIN NO DIVING FTIN NO DIVING FTIN NO DIVINGFTIN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVIN G FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING F T IN NO DIVING FT INNO DIVINGFT IN NO DIVIN G FT IN NO DIVING FT IN EXIT DOOREXIT DOOREXIT DOOREXIT DOOR 69" WIDE69" WIDE69" WIDE69" WIDE CAPACITY 345 PCAPACITY 345 PCAPACITY 345 PCAPACITY 345 P217 ft to Exit11 5 f t t o E x i t LOWER LEVELLOWER LEVELLOWER LEVELLOWER LEVEL AREA WITHIN EXTERIOR WALLS:AREA WITHIN EXTERIOR WALLS:AREA WITHIN EXTERIOR WALLS:AREA WITHIN EXTERIOR WALLS: 24,849 SF24,849 SF24,849 SF24,849 SF 10,110 SF GYMGYMGYMGYM 50 sf/occ 202202202202 1,579 SF MP GROUP EXMP GROUP EXMP GROUP EXMP GROUP EX 50 sf/occ 32323232 364 SF GYM STORAGEGYM STORAGEGYM STORAGEGYM STORAGE 300 sf/occ 2222 127 SF P&R DIRECTORP&R DIRECTORP&R DIRECTORP&R DIRECTOR 50 sf/occ 3333 159 SF KITCHENKITCHENKITCHENKITCHEN 100 sf/occ 2222 DESIGN OCCUPANTS: 654DESIGN OCCUPANTS: 654DESIGN OCCUPANTS: 654DESIGN OCCUPANTS: 654 383 SF CLASSROOMCLASSROOMCLASSROOMCLASSROOM 20 sf/occ 19191919 502 SF RECV & STORRECV & STORRECV & STORRECV & STOR 300 sf/occ 2222 192 SF JR GOLFJR GOLFJR GOLFJR GOLF 50 sf/occ 4444 211 SF HITTINGHITTINGHITTINGHITTING 50 sf/occ 5555 1,820 SF LOUNGELOUNGELOUNGELOUNGE 15 sf/occ 121121121121 233 SF STAFFSTAFFSTAFFSTAFF 100 sf/occ 3333 381 SF GAMESGAMESGAMESGAMES 50 sf/occ 8888 61 SF ELECELECELECELEC 300 sf/occ 1111 3,120 SF STRENGTHSTRENGTHSTRENGTHSTRENGTH 50 sf/occ 63636363 185 ft to Exit 349 SF COMMUNITY KITCHENCOMMUNITY KITCHENCOMMUNITY KITCHENCOMMUNITY KITCHEN 200 sf/occ 2222 137 SF STORAGESTORAGESTORAGESTORAGE 300 sf/occ 1111 2,831 SF COMMUNITYCOMMUNITYCOMMUNITYCOMMUNITY 15 sf/occ 190190190190 127127127127 127127127127 92929292 219219219219 EXIT DOOREXIT DOOREXIT DOOREXIT DOOR 69" WIDE69" WIDE69" WIDE69" WIDE CAPACITY 345 PCAPACITY 345 PCAPACITY 345 PCAPACITY 345 P 76767676 128128128128 174174174174 DIAGONAL 142FTDIAGONAL 142FTDIAGONAL 142FTDIAGONAL 142FT 1/3 DIAGONAL = 48 FT1/3 DIAGONAL = 48 FT1/3 DIAGONAL = 48 FT1/3 DIAGONAL = 48 FT EXIT SEPARATIONEXIT SEPARATIONEXIT SEPARATIONEXIT SEPARATION 78 FT78 FT78 FT78 FT 52525252 52525252 98989898 98989898 EXIT DOOREXIT DOOREXIT DOOREXIT DOOR 45" WIDE45" WIDE45" WIDE45" WIDE CAPACITY 225 PCAPACITY 225 PCAPACITY 225 PCAPACITY 225 P AT ELEVATOR SHAFT:AT ELEVATOR SHAFT:AT ELEVATOR SHAFT:AT ELEVATOR SHAFT: UL# 905 BEARING/NONBEARING RATING 2HR:UL# 905 BEARING/NONBEARING RATING 2HR:UL# 905 BEARING/NONBEARING RATING 2HR:UL# 905 BEARING/NONBEARING RATING 2HR: 8" NOMINAL CMU WITH UL MARK D28" NOMINAL CMU WITH UL MARK D28" NOMINAL CMU WITH UL MARK D28" NOMINAL CMU WITH UL MARK D2 1-1/2" 20 GA. STEEL STUDS1-1/2" 20 GA. STEEL STUDS1-1/2" 20 GA. STEEL STUDS1-1/2" 20 GA. STEEL STUDS 5/8" TYPE X GYPSUM BOARD5/8" TYPE X GYPSUM BOARD5/8" TYPE X GYPSUM BOARD5/8" TYPE X GYPSUM BOARD 1-HR F.R.R.1-HR F.R.R.1-HR F.R.R.1-HR F.R.R. FIRE BARRIER - UL#469FIRE BARRIER - UL#469FIRE BARRIER - UL#469FIRE BARRIER - UL#469 NONBEARING WALL AT STAIRNONBEARING WALL AT STAIRNONBEARING WALL AT STAIRNONBEARING WALL AT STAIR OPEN TO GYM BELOW 3,083 SF ACTIVITY POOLACTIVITY POOLACTIVITY POOLACTIVITY POOL 50 sf/occ 62626262 EXISTING EXIT DOOREXISTING EXIT DOOREXISTING EXIT DOOREXISTING EXIT DOOR 69" WIDE69" WIDE69" WIDE69" WIDE CAPACITY 345 OCCCAPACITY 345 OCCCAPACITY 345 OCCCAPACITY 345 OCC EXIT DOOREXIT DOOREXIT DOOREXIT DOOR 69" WIDE69" WIDE69" WIDE69" WIDE CAPACITY 345 PCAPACITY 345 PCAPACITY 345 PCAPACITY 345 P EXIT STAIREXIT STAIREXIT STAIREXIT STAIR 44" WIDE44" WIDE44" WIDE44" WIDE CAPACITY 220 PCAPACITY 220 PCAPACITY 220 PCAPACITY 220 P UPPER LEVELUPPER LEVELUPPER LEVELUPPER LEVEL AREA WITHIN EXTERIOR WALLS:AREA WITHIN EXTERIOR WALLS:AREA WITHIN EXTERIOR WALLS:AREA WITHIN EXTERIOR WALLS: 26,837 SF NEW26,837 SF NEW26,837 SF NEW26,837 SF NEW 13,779 EXISTING13,779 EXISTING13,779 EXISTING13,779 EXISTING DESIGN OCCUPANTSDESIGN OCCUPANTSDESIGN OCCUPANTSDESIGN OCCUPANTS 702 NEW702 NEW702 NEW702 NEW 431 EXISTING431 EXISTING431 EXISTING431 EXISTING 1133 TOTAL1133 TOTAL1133 TOTAL1133 TOTAL EXIT DOOREXIT DOOREXIT DOOREXIT DOOR 69" WIDE69" WIDE69" WIDE69" WIDE CAPACITY 345 PCAPACITY 345 PCAPACITY 345 PCAPACITY 345 P 3,993 SF EXIST POOL DECKEXIST POOL DECKEXIST POOL DECKEXIST POOL DECK 15 sf/occ 279279279279 636 SF POOL MECHPOOL MECHPOOL MECHPOOL MECH 300 sf/occ 3333 607 SF W. TEAM LOCKERSW. TEAM LOCKERSW. TEAM LOCKERSW. TEAM LOCKERS 50 sf/occ 13131313 124 ft to Exit 135 ft to Exit 48 SF OPENING48 SF OPENING48 SF OPENING48 SF OPENING WITH 90 MIN RATEDWITH 90 MIN RATEDWITH 90 MIN RATEDWITH 90 MIN RATED FIRE DOORFIRE DOORFIRE DOORFIRE DOOR 32 SF OPENING32 SF OPENING32 SF OPENING32 SF OPENING WITH 90 MIN RATEDWITH 90 MIN RATEDWITH 90 MIN RATEDWITH 90 MIN RATED FIRE DOORFIRE DOORFIRE DOORFIRE DOOR 1,409 SF W. LOCKERSW. LOCKERSW. LOCKERSW. LOCKERS 50 sf/occ 35353535 245 SF FAM CHANGINGFAM CHANGINGFAM CHANGINGFAM CHANGING 50 sf/occ 5555 278 SF PARTYPARTYPARTYPARTY 15 sf/occ 19191919 2222 2222 2222 2222 571 SF INDOOR PLAYINDOOR PLAYINDOOR PLAYINDOOR PLAY 35 sf/occ 17171717 1,144 SF M. LOCKERSM. LOCKERSM. LOCKERSM. LOCKERS 50 sf/occ 24242424 164 ft to Exit 17 5 f t t o E x i t 997 SF M/P GROUP EXM/P GROUP EXM/P GROUP EXM/P GROUP EX 50 sf/occ 20202020 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " HORZ CONTINUITY OF FIRE WALL PERHORZ CONTINUITY OF FIRE WALL PERHORZ CONTINUITY OF FIRE WALL PERHORZ CONTINUITY OF FIRE WALL PER 706.5 EXCEPTION 2706.5 EXCEPTION 2706.5 EXCEPTION 2706.5 EXCEPTION 2 1 HR F.R.R. WALL FOR MIN 4 FT, 451 HR F.R.R. WALL FOR MIN 4 FT, 451 HR F.R.R. WALL FOR MIN 4 FT, 451 HR F.R.R. WALL FOR MIN 4 FT, 45 MIN OPENING PROTECTIONMIN OPENING PROTECTIONMIN OPENING PROTECTIONMIN OPENING PROTECTION VERIFY THAT EXISTING DOOR & FRAMEVERIFY THAT EXISTING DOOR & FRAMEVERIFY THAT EXISTING DOOR & FRAMEVERIFY THAT EXISTING DOOR & FRAME ARE MIN. 45 MIN. RATED, IF NOTARE MIN. 45 MIN. RATED, IF NOTARE MIN. 45 MIN. RATED, IF NOTARE MIN. 45 MIN. RATED, IF NOT REPLACE WITH 45 MIN. RATED ASSEMBLYREPLACE WITH 45 MIN. RATED ASSEMBLYREPLACE WITH 45 MIN. RATED ASSEMBLYREPLACE WITH 45 MIN. RATED ASSEMBLY DIAGONAL 116'DIAGONAL 116'DIAGONAL 116'DIAGONAL 116' 1/3 DIAGONAL =39'1/3 DIAGONAL =39'1/3 DIAGONAL =39'1/3 DIAGONAL =39' 114 ft to Exit 726 SF M. SHOWERSM. SHOWERSM. SHOWERSM. SHOWERS 50 sf/occ 5555 214 SF W. TOILETSW. TOILETSW. TOILETSW. TOILETS 50 sf/occ 5555 186 SF W. SHOWERSW. SHOWERSW. SHOWERSW. SHOWERS 50 sf/occ 4444 164 SF M. TOILETSM. TOILETSM. TOILETSM. TOILETS 50 sf/occ 4444 428 SF EXIST POOL EQUIPEXIST POOL EQUIPEXIST POOL EQUIPEXIST POOL EQUIP 300 sf/occ 2222 346 SF EXIST POOL MECHEXIST POOL MECHEXIST POOL MECHEXIST POOL MECH 300 sf/occ 4444 185 SF EXIST LAUNDRYEXIST LAUNDRYEXIST LAUNDRYEXIST LAUNDRY 300 sf/occ 2222 177 SF MECHANICALMECHANICALMECHANICALMECHANICAL 300 sf/occ 1111 7,145 SF CARDIOCARDIOCARDIOCARDIO 50 sf/occ 142142142142 112 SF DESK STAFFDESK STAFFDESK STAFFDESK STAFF 100 sf/occ 2222 189 SF EXEC DIREXEC DIREXEC DIREXEC DIR 100 sf/occ 2222 114 SF FACILITY DIRECTORFACILITY DIRECTORFACILITY DIRECTORFACILITY DIRECTOR 100 sf/occ 2222 183 SF POOL STORAGEPOOL STORAGEPOOL STORAGEPOOL STORAGE 300 sf/occ 1111 117 SF HUMAN RESOURCESHUMAN RESOURCESHUMAN RESOURCESHUMAN RESOURCES 100 sf/occ 2222 145 SF LANLANLANLAN 100 sf/occ 2222 161 SF COPYCOPYCOPYCOPY 100 sf/occ 2222 46 SF TEMPTEMPTEMPTEMP 100 sf/occ 1111 170 SF FINANCEFINANCEFINANCEFINANCE 100 sf/occ 2222 102 SF MARKETINGMARKETINGMARKETINGMARKETING 100 sf/occ 1111 97 SF ASSISTANTASSISTANTASSISTANTASSISTANT 100 sf/occ 1111 109 SF ITITITIT 100 sf/occ 2222 267 SF CONFERENCECONFERENCECONFERENCECONFERENCE 100 sf/occ 3333 11111111 11111111 81818181 92929292 1-HR F.R.R.1-HR F.R.R.1-HR F.R.R.1-HR F.R.R. FIRE BARRIER - UL#469FIRE BARRIER - UL#469FIRE BARRIER - UL#469FIRE BARRIER - UL#469 NONBEARING WALLNONBEARING WALLNONBEARING WALLNONBEARING WALL 21 9 f t t o E x i t 1 2 2 ft to E xit STAIR NOT A MEANSSTAIR NOT A MEANSSTAIR NOT A MEANSSTAIR NOT A MEANS OF EGRESSOF EGRESSOF EGRESSOF EGRESS COMPONENTCOMPONENTCOMPONENTCOMPONENT 219 SF KID WATCHKID WATCHKID WATCHKID WATCH 35 sf/occ 7777 47 SF OFFICEOFFICEOFFICEOFFICE 100 sf/occ 1111 13131313 13131313 10101010 3333333319191919 19191919 116 ft to Exit 7777 7777 19191919 1,738 SF LOBBYLOBBYLOBBYLOBBY 15 sf/occ 117117117117 300300300300 232 SF GUARDSGUARDSGUARDSGUARDS 100 sf/occ 5555 88 SF POOL OFFICEPOOL OFFICEPOOL OFFICEPOOL OFFICE 100 sf/occ 1111 88 SF POOL OFFICEPOOL OFFICEPOOL OFFICEPOOL OFFICE 100 sf/occ 1111 128 SF ELECELECELECELEC 300 sf/occ 1111 156 ft to Exit 5,078 SF EXIST NATATORIUMEXIST NATATORIUMEXIST NATATORIUMEXIST NATATORIUM 50 sf/occ 102102102102 213213213213 509 SF M. TEAM LOCKERM. TEAM LOCKERM. TEAM LOCKERM. TEAM LOCKER 50 sf/occ 11111111 595 SF POOL STORAGEPOOL STORAGEPOOL STORAGEPOOL STORAGE 300 sf/occ 2222 11111111 13131313 128 SF ISLANDISLANDISLANDISLAND 15 sf/occ 9999 EXIT DOOREXIT DOOREXIT DOOREXIT DOOR 34" WIDE34" WIDE34" WIDE34" WIDE CAPACITY 170 PCAPACITY 170 PCAPACITY 170 PCAPACITY 170 P 32 SF OPENING32 SF OPENING32 SF OPENING32 SF OPENING WITH 90 MIN RATEDWITH 90 MIN RATEDWITH 90 MIN RATEDWITH 90 MIN RATED FIRE DOORFIRE DOORFIRE DOORFIRE DOOR HORZ CONTINUITY OFHORZ CONTINUITY OFHORZ CONTINUITY OFHORZ CONTINUITY OF FIRE WALL PER 706.5FIRE WALL PER 706.5FIRE WALL PER 706.5FIRE WALL PER 706.5 EXCEPTION 2EXCEPTION 2EXCEPTION 2EXCEPTION 2 3,017 SF NATORIUMNATORIUMNATORIUMNATORIUM 15 sf/occ 201201201201 NEW EXIT DOORNEW EXIT DOORNEW EXIT DOORNEW EXIT DOOR 69" WIDE69" WIDE69" WIDE69" WIDE CAPACITY 345 OCCCAPACITY 345 OCCCAPACITY 345 OCCCAPACITY 345 OCC 1,872 SF M. LOCKERS 2M. LOCKERS 2M. LOCKERS 2M. LOCKERS 2 50 sf/occ 10101010 EXIT SEPARATIONEXIT SEPARATIONEXIT SEPARATIONEXIT SEPARATION 62 FT62 FT62 FT62 FT 19191919 155155155155 155155155155 2222 213213213213 AT ELEVATOR SHAFT:AT ELEVATOR SHAFT:AT ELEVATOR SHAFT:AT ELEVATOR SHAFT: UL# 905 BEARING/NONBEARING RATING 2HR:UL# 905 BEARING/NONBEARING RATING 2HR:UL# 905 BEARING/NONBEARING RATING 2HR:UL# 905 BEARING/NONBEARING RATING 2HR: 8" NOMINAL CMU WITH UL MARK D28" NOMINAL CMU WITH UL MARK D28" NOMINAL CMU WITH UL MARK D28" NOMINAL CMU WITH UL MARK D2 1-1/2" 20 GA. STEEL STUDS1-1/2" 20 GA. STEEL STUDS1-1/2" 20 GA. STEEL STUDS1-1/2" 20 GA. STEEL STUDS 5/8" TYPE X GYPSUM BOARD5/8" TYPE X GYPSUM BOARD5/8" TYPE X GYPSUM BOARD5/8" TYPE X GYPSUM BOARD 2HR FIRE WALL BUILDING2HR FIRE WALL BUILDING2HR FIRE WALL BUILDING2HR FIRE WALL BUILDING SEPARATIONSEPARATIONSEPARATIONSEPARATION UL# 905 BEARING/NONBEARINGUL# 905 BEARING/NONBEARINGUL# 905 BEARING/NONBEARINGUL# 905 BEARING/NONBEARING RATING 2HR:RATING 2HR:RATING 2HR:RATING 2HR: 8" NOMINAL CMU WITH UL MARK8" NOMINAL CMU WITH UL MARK8" NOMINAL CMU WITH UL MARK8" NOMINAL CMU WITH UL MARK D2D2D2D2 2HR FIRE WALL BUILDING2HR FIRE WALL BUILDING2HR FIRE WALL BUILDING2HR FIRE WALL BUILDING SEPARATIONSEPARATIONSEPARATIONSEPARATION UL# 905 BEARING/NONBEARINGUL# 905 BEARING/NONBEARINGUL# 905 BEARING/NONBEARINGUL# 905 BEARING/NONBEARING RATING 2HR:RATING 2HR:RATING 2HR:RATING 2HR: 8" NOMINAL CMU WITH UL MARK D28" NOMINAL CMU WITH UL MARK D28" NOMINAL CMU WITH UL MARK D28" NOMINAL CMU WITH UL MARK D2 HIGHLIGHTED & CROSS- HATCHED AREA INDICATES EXISTING BUILDING TO REMAIN 87 SF WATER & FIRE ENTRYWATER & FIRE ENTRYWATER & FIRE ENTRYWATER & FIRE ENTRY 300 sf/occ 1111 CODE INFORMATIONCODE INFORMATIONCODE INFORMATIONCODE INFORMATION ITEM DESCRIPTION CHAPTER DISCUSSION 1.JURISDICTION: BUILDING LOCATION: ESTES PARK, COLORADO 2. CODES:INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL EXISTING BUILDING CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE 2015 INTERNATIONAL FUEL GAS CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL PLUMBING CODE 2015 NATIONAL ELECTRICAL CODE 2014 INTERNATIONAL FIRE CODE 2015 USE & OCCUPANCY: CHAPTER 3 ASSEMBLY GROUP A A-3 GYMNASIUM, INDOOR SWIMMING POOL, RECREATION CENTER IEBC 301.1.2: WORK AREA COMPLIANCE METHOD: CHAPTER 5 CLASSIFICATIONS ARE 504 ALTERATIONS- LEVEL 2 AND 507 ADDITIONS CHAPTER 7, SECTION 703.1: LEVEL OF FIRE PROTECTION SHALL BE MAINTAINED CHAPTER 8, SECTION 804.2.2: THE WORK AREA DOES NOT EXCEED 50 PERCENT OF THE FLOOR AREA, NO AUTOMATIC SPRINKLER PROTECTION IS REQUIRED CHAPTER 11, SECTION 1101.1: THE ADDITIONS SHALL COMPLY WITH THE INTERNATIONAL CODES CHAPTER 11, SECTION 1102.3: EXISTING FIRE AREAS ARE NOT BEING INCREASED DUE TO THE USE OF THE FIRE SEPARATION WALL BETWEEN THE EXISTING BUILDING AND THE ADDITIONS 4. SPECIAL USE & OCCUPANCY CHAPTER 45. BUILDING HEIGHTS & AREAS CHAPTER 5 6. TYPES OF CONSTRUCTION CHAPTER 6 TABLE 601AND 602 CONSTRUCTION TYPE IIB STRUCTURAL FRAME 0 HOUR BEARING WALLS EXTERIOR 0 HOUR INTERIOR 0 HOUR NON-BEARING WALLS EXTERIOR (>30 FT) 0 HOUR INTERIOR 0 HOUR FLOOR CONSTRUCTION O HOUR ROOF CONSTRUCTION 0 HOUR 7. INTERIOR FINISHES CHAPTER 8 TABLE 803.9 INTERIOR WALL & CEILING FINISH REQUIREMENTS BY OCCUPANCY (SPRINKLERED) OCCUPANCY EXIT CORRIDOR ROOMS A-3 B B C 9. FIRE PROTECTION SYSTEMS CHAPTER 9 NEW CONSTRUCTION IS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM SECTION 907.2.1.1 ACTIVATION OF THE FIRE ALARM IN GROUP A OCCUPANCIES WITH AN OCCUPANT LOAD OF 1000 OR MORE SHALL INITIATE A SIGNALUSING AN EMERGENCY VOICE/ALARM COMMUNICATIONS SYSTEM IN ACCORDANCE WITH SECTION 907.5.2.2 10. MEANS OF EGRESS CHAPTER 10 TABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT FUNCTION OF SPACE FLOOR AREA ACCESSORY STORAGE AND EQUIPMENT 300 GROSS ASSEMBLY - UNCONCENTRATED 15 NET BUSINESS AREAS 100 GROSS DAY CARE 35 NET EDUCATIONAL - CLASSROOM 20 NET LOCKER ROOMS 50 GROSS SWIMMING POOLS POOL 50 GROSS DECK 15 GROSS EXERCISE ROOMS 50 GROSS OPEN FITNESS FLOOR, TRACK 50 GROSS 3. SCOPE AND ADMINISTRATION CHAPTER 1 SECTION 107.3.4.2 DEFERRED SUBMITTALS 11. TABLE 504.3 ALLOWABLE HEIGHT ABOVE GRADE PLANE IN FEET GROUP A, SPRINKLER, TYPE IIB: 75 TABLE 504.4 ALLOWABLE STORIES ABOVE GRADE PLANE GROUP A-3, SPRINKLER, TYPE IIB: 3 TABLE 506.2 ALLOWABLE AREA FACTOR IN SQUARE FEET GROUP A-3, SPRINKLER SM, TYPE IIB: 28,500 506.2.3 SINGLE OCCUPANCY MULTISTORY BUIDLINGS EQUATION 5.2 ALLOWABLE AREA WITH FRONTAGE INCREASE GROUP A, SPRINKLER SM, TYPE IIB, 2 STORIES: 67,450 SF DESIGN: 42 DESIGN: 2 CODE INFORMATIONCODE INFORMATIONCODE INFORMATIONCODE INFORMATION 713.4 SHAFT ENCLOSURES: FIRE-RESISTANCE RATINGS 1 HOUR WHERE CONNECTING FEWER THAN FOUR STORIES. SHAFT ENCLOSURES TO BE BE CONSTRUCTED AS FIRE BARRIERS OR HORIZONTAL ASSEMBLIES. 712.1.11 MEZZANINES VERTICAL OPENINGS BETWEEN A MEZZANINE COMPLYING WITH SECTION 505 AND TH ELFOOR BELOW ARE PERMITTED. MEANS OF EGRESS ENCLOSURE FIRE-RESISTANCE RATINGS SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS ENCLOSURE NOT REQUIRED SECTION 1020 CORRIDORS GROUP A, SPRINKLERED = 0 HOURS SECTION 1019 INTERIOR EXIT STAIRWAYS AND RAMPS = 1 HOUR FIRE BARRIER SECTION 1024 EXIT PASSAGEWAYS = 1 HOUR FIRE BARRIER TABLE 414.2.2 CONTROL AREAS 1 STORY ABOVE GRADE PLANE: 100% MAX QUANTITY PER CONTROL AREA MAX 4 CONTROL AREAS PER FLOOR FIRE RESISTANCE RATING: 1 HR FIRE BARRIER TABLE1017.2 EXIT ACCESS DISTANCE GROUP A WITH SPRINKLER 250 FT DESIGN: 51,686 SF TABLE 716.5 OPENING PROTECTION ASSEMBLIES, RATINGS AND MARKINGS FIRE WALL, 2 HR RATING: 90 MIN FIRE DOOR AND FIRE SHUTTER ASSEMBLY RATING FIRE BARRIER, 1 HR RATING: 1 HR FIRE DOOR RATING PLUMBING FIXTURES REQUIRED CHAPTER 2912. MEN'S WC'S URINALS WOMEN'S WC'S UNISEX WC'S LAVS DRINKING FTNS SERVICE SINKS TOTAL OCCUPANTS = 1,133 MEN = 567 WOMEN = 567 REQUIRED 1/125 OCC = 5 NONE 1/65 OCC = 9 NONE 1/200 OCC = 3 1/500 OCC = 2 ONE PROVIDED 10 10 18 7 35 13 TWO ITEM DESCRIPTION CHAPTER DISCUSSION FIRE & SMOKE PROTECTION FEATURES CHAPTER 78.CONTINUED SECTION 506 CALCULATIONS: 506.2.3 EQUATION 5-2: OCCUPANCY A-3, TYPE IIB Aa = [ At + (NS X If)] X Sa Aa = [ 28,500 + (9500 X .55)] X 2 Aa = 67,450 S.F ALLOWABLE DESIGN: 51,686 S.F WHERE: Aa= ALLOWABLE AREA At= TABULAR FROM TABLE 506.2 USING SM VALUE If = AREA INCREASE DUE TO FRONTAGE. 506.3 FRONTAGE INCREASE: If= [ F/B - 0.25 ] W/30 If= [ 0.8 - 0.25 ] 30/30 If= 0.55 WHERE: If= AREA INCREASE DUE TO FRONTAGE. F= BUILDING PERIMETER WHICH FRONTS ON A PUBLIC WAY OR OPEN SPACE HAVING 20 FEET OPEN MINIMUM WIDTH DESIGN: 786 ft P = PERIMETER OF ENTIRE BUILDING (947 FEET) DESIGN: 947 ft W= WIDTH OF PUBLIC WAY OR OPEN SPACE DESIGN: >30 ft NOTE: ACTUAL F/B FRACTION IS 0.83 -- USED 0.8 TO ALLOW FOR MINOR CHANGES TO PERIMETER FIRE & SMOKE PROTECTION FEATURES CHAPTER 78.706.1 GENERAL EACH PORTION OF A BUILDING SEPARATED BY ONE OR MORE FIRE WALLS THAT COMPLY WITH THE PROVISIONS OF THIS SECTION SHALL BE CONSIDRED A SEPARATE BUILDING TABLE 706.4 FIRE WALL RESISTANCE RATINGS OCCUPANCY FIRE RESISTANCE RATING (HOURS) A 2 (PER NOTE a) TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE FIRE SEPARATION DEGREE OF PROTECTION ALLOWABLE AREA 30 FT + ALL NO LIMIT 706.8 OPENINGS EACH OPENING IN A FIRE WALL SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 716.5 AND SHALL NOT EXCEED 156 SQUARE FEET. 4 4 4 4 EXIT ACCESS TRAVELEXIT ACCESS TRAVELEXIT ACCESS TRAVELEXIT ACCESS TRAVEL EXIT ACCESS TRAVEL DISTANCEEXIT ACCESS TRAVEL DISTANCEEXIT ACCESS TRAVEL DISTANCEEXIT ACCESS TRAVEL DISTANCE174 FT TO EXIT 121121121121 CUMULATIVE OCCUPANT LOADCUMULATIVE OCCUPANT LOADCUMULATIVE OCCUPANT LOADCUMULATIVE OCCUPANT LOAD FIRE RESISTANCE RATEDFIRE RESISTANCE RATEDFIRE RESISTANCE RATEDFIRE RESISTANCE RATED ASSEMBLYASSEMBLYASSEMBLYASSEMBLY BUILDING SEPARATIONBUILDING SEPARATIONBUILDING SEPARATIONBUILDING SEPARATION FIRE WALLFIRE WALLFIRE WALLFIRE WALL SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 4. 1. 10-31-16 PERMIT SET 12-19-16 BULLETIN #004 As indicated 12 / 1 6 / 2 0 1 6 1 1 : 5 8 : 4 7 A M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker SD 10-31-2016 16003 BUILDING CODE STUDY A001 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/16" = 1'-0"2 LOWER LEVEL CODE PLAN 1/16" = 1'-0"1 UPPER LEVEL CODE PLAN 1/4" = 1'-0"3 CODE STUDY N N 1/4" = 1'-0" CODE STUDY LEGEND 4 4 4 4 4 DELETE RANGE 4 PROVIDE TYPE I HOOD TT TT E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E13 E14 EB EC ED EE EF EG EH 2222 4444 5555 7777 6666 5555 55555555 5555 5555 5555 5555 2222 2222 1111 8888 3333 3333 3333 3333 8888 8888 8888 8888 1111 3333 3333 2222 1111 1111 9999 9999 COLUMN TO REMAINCOLUMN TO REMAINCOLUMN TO REMAINCOLUMN TO REMAIN [POOL DEMOLITION TEXT][POOL DEMOLITION TEXT][POOL DEMOLITION TEXT][POOL DEMOLITION TEXT] 5 A307 GLASS BLOCKGLASS BLOCKGLASS BLOCKGLASS BLOCK WINDOWS TO REMAINWINDOWS TO REMAINWINDOWS TO REMAINWINDOWS TO REMAIN - NO WORK- NO WORK- NO WORK- NO WORK GLASS BLOCKGLASS BLOCKGLASS BLOCKGLASS BLOCK WINDOWS TO REMAINWINDOWS TO REMAINWINDOWS TO REMAINWINDOWS TO REMAIN - NO WORK- NO WORK- NO WORK- NO WORK GLASS BLOCKGLASS BLOCKGLASS BLOCKGLASS BLOCK WINDOWS TO REMAINWINDOWS TO REMAINWINDOWS TO REMAINWINDOWS TO REMAIN - NO WORK- NO WORK- NO WORK- NO WORK 1111 9999 9999 4444 CREATE 6496 MASONRY OPENING -CREATE 6496 MASONRY OPENING -CREATE 6496 MASONRY OPENING -CREATE 6496 MASONRY OPENING - ACTUAL LOCATION MAY BE VARIEDACTUAL LOCATION MAY BE VARIEDACTUAL LOCATION MAY BE VARIEDACTUAL LOCATION MAY BE VARIED SLIGHTLY TO TAKE ADVANTAGE OFSLIGHTLY TO TAKE ADVANTAGE OFSLIGHTLY TO TAKE ADVANTAGE OFSLIGHTLY TO TAKE ADVANTAGE OF COURSINGCOURSINGCOURSINGCOURSING CREATE 8896 MASONRY OPENING -CREATE 8896 MASONRY OPENING -CREATE 8896 MASONRY OPENING -CREATE 8896 MASONRY OPENING - ACTUAL LOCATION MAY BE VARIEDACTUAL LOCATION MAY BE VARIEDACTUAL LOCATION MAY BE VARIEDACTUAL LOCATION MAY BE VARIED SLIGHTLY TO TAKE ADVANTAGE OFSLIGHTLY TO TAKE ADVANTAGE OFSLIGHTLY TO TAKE ADVANTAGE OFSLIGHTLY TO TAKE ADVANTAGE OF COURSINGCOURSINGCOURSINGCOURSING 2222 GLULAM ABOVE TO REMAINGLULAM ABOVE TO REMAINGLULAM ABOVE TO REMAINGLULAM ABOVE TO REMAIN CREATE 7296 MASONRYCREATE 7296 MASONRYCREATE 7296 MASONRYCREATE 7296 MASONRY OPENING IN EXISTING CMUOPENING IN EXISTING CMUOPENING IN EXISTING CMUOPENING IN EXISTING CMU CAVITY WALL - ACTUALCAVITY WALL - ACTUALCAVITY WALL - ACTUALCAVITY WALL - ACTUAL LOCATION MAY BE VARIEDLOCATION MAY BE VARIEDLOCATION MAY BE VARIEDLOCATION MAY BE VARIED SLIGHTLY TO TAKESLIGHTLY TO TAKESLIGHTLY TO TAKESLIGHTLY TO TAKE ADVANTAGE OF COURSINGADVANTAGE OF COURSINGADVANTAGE OF COURSINGADVANTAGE OF COURSING DEMOLISH REMAININGDEMOLISH REMAININGDEMOLISH REMAININGDEMOLISH REMAINING CMU STUB WALLCMU STUB WALLCMU STUB WALLCMU STUB WALL 15 ' - 6 3 / 4 " 3' - 4 " 10 ' - 8 " 3' - 4 " 10 ' - 8 " 3' - 4 " 7' - 2 " 6' - 0 " DEMO, PATCH AND REPAIR CMU WALLS ASDEMO, PATCH AND REPAIR CMU WALLS ASDEMO, PATCH AND REPAIR CMU WALLS ASDEMO, PATCH AND REPAIR CMU WALLS AS NECESSARY TO ACCOMODATE NEW LOUVERSNECESSARY TO ACCOMODATE NEW LOUVERSNECESSARY TO ACCOMODATE NEW LOUVERSNECESSARY TO ACCOMODATE NEW LOUVERS REF: MECHANICALREF: MECHANICALREF: MECHANICALREF: MECHANICAL 4'-0"4'-0"4'-0"4'-0" 5'-0"5'-0"5'-0"5'-0" GENERAL:GENERAL:GENERAL:GENERAL: PATCH AND REPAIR AFFECTED WALLS, FLOORS AND CEILINGS TO RECEIVE NEW FINISHPATCH AND REPAIR AFFECTED WALLS, FLOORS AND CEILINGS TO RECEIVE NEW FINISHPATCH AND REPAIR AFFECTED WALLS, FLOORS AND CEILINGS TO RECEIVE NEW FINISHPATCH AND REPAIR AFFECTED WALLS, FLOORS AND CEILINGS TO RECEIVE NEW FINISH KEYNOTES:KEYNOTES:KEYNOTES:KEYNOTES: 1.1.1.1.DEMOLISH MASONRY WALLDEMOLISH MASONRY WALLDEMOLISH MASONRY WALLDEMOLISH MASONRY WALL 2.2.2.2.DEMOLISH STUD WALL, SHEATHING AND FINISHESDEMOLISH STUD WALL, SHEATHING AND FINISHESDEMOLISH STUD WALL, SHEATHING AND FINISHESDEMOLISH STUD WALL, SHEATHING AND FINISHES 3.3.3.3.DEMOLISH DOOR AND FRAMEDEMOLISH DOOR AND FRAMEDEMOLISH DOOR AND FRAMEDEMOLISH DOOR AND FRAME 4.4.4.4.DEMOLISH CASEWORKDEMOLISH CASEWORKDEMOLISH CASEWORKDEMOLISH CASEWORK 5.5.5.5.DEMOLISH PLUMBING FIXTURE; REMOVE EXPOSED PLUMBING AND CAP REMAININGDEMOLISH PLUMBING FIXTURE; REMOVE EXPOSED PLUMBING AND CAP REMAININGDEMOLISH PLUMBING FIXTURE; REMOVE EXPOSED PLUMBING AND CAP REMAININGDEMOLISH PLUMBING FIXTURE; REMOVE EXPOSED PLUMBING AND CAP REMAINING 6.6.6.6.REMOVE FIXTURE AND SALVAGE; CAP PLUMBINGREMOVE FIXTURE AND SALVAGE; CAP PLUMBINGREMOVE FIXTURE AND SALVAGE; CAP PLUMBINGREMOVE FIXTURE AND SALVAGE; CAP PLUMBING 7.7.7.7.DEMOLISH PARTITIONDEMOLISH PARTITIONDEMOLISH PARTITIONDEMOLISH PARTITION 8.8.8.8.DEMOLISH STOREFRONTDEMOLISH STOREFRONTDEMOLISH STOREFRONTDEMOLISH STOREFRONT 9.9.9.9.REMOVE AND SALVAGE LOCKERSREMOVE AND SALVAGE LOCKERSREMOVE AND SALVAGE LOCKERSREMOVE AND SALVAGE LOCKERS 10. 10. 10. 10. TBDTBDTBDTBD 11. 11. 11. 11. DEMOLISH SKYLIGHT; PATCH AND REPAIR EPDM ROOFDEMOLISH SKYLIGHT; PATCH AND REPAIR EPDM ROOFDEMOLISH SKYLIGHT; PATCH AND REPAIR EPDM ROOFDEMOLISH SKYLIGHT; PATCH AND REPAIR EPDM ROOF 12. 12. 12. 12. REMOVE CEILING TILES AND GRID. RETAIN FOR FUTURE REUSE.REMOVE CEILING TILES AND GRID. RETAIN FOR FUTURE REUSE.REMOVE CEILING TILES AND GRID. RETAIN FOR FUTURE REUSE.REMOVE CEILING TILES AND GRID. RETAIN FOR FUTURE REUSE. 13. 13. 13. 13. DEMOLISH GYPSUM BOARD CEILINGDEMOLISH GYPSUM BOARD CEILINGDEMOLISH GYPSUM BOARD CEILINGDEMOLISH GYPSUM BOARD CEILING 14. 14. 14. 14. REMOVE AND SALVAGE WOOD SLAT CEILINGREMOVE AND SALVAGE WOOD SLAT CEILINGREMOVE AND SALVAGE WOOD SLAT CEILINGREMOVE AND SALVAGE WOOD SLAT CEILING 12121212 12121212 12121212 12121212 12121212 13131313 13131313 14141414 12121212 12121212 11111111 11111111 RETAIN EXISTING ACOUSTIC CEILINGRETAIN EXISTING ACOUSTIC CEILINGRETAIN EXISTING ACOUSTIC CEILINGRETAIN EXISTING ACOUSTIC CEILING TILE AND GRID WHEREVER POSSIBLE.TILE AND GRID WHEREVER POSSIBLE.TILE AND GRID WHEREVER POSSIBLE.TILE AND GRID WHEREVER POSSIBLE. WHERE TILE MUST BE REMOVED TOWHERE TILE MUST BE REMOVED TOWHERE TILE MUST BE REMOVED TOWHERE TILE MUST BE REMOVED TO ACCESS HVAC SYSTEM , LEAVEACCESS HVAC SYSTEM , LEAVEACCESS HVAC SYSTEM , LEAVEACCESS HVAC SYSTEM , LEAVE GRIDIN PLACE REMOVE, AND RETAINGRIDIN PLACE REMOVE, AND RETAINGRIDIN PLACE REMOVE, AND RETAINGRIDIN PLACE REMOVE, AND RETAIN TILES FOR LATER REUSETILES FOR LATER REUSETILES FOR LATER REUSETILES FOR LATER REUSE SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 2 : 5 0 : 0 8 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 DEMOLITION PLANS AD101 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/8" = 1'-0"1 MAIN LEVEL DEMO PLAN N 1/4" = 1'-0" DEMOLITION NOTES 1/8" = 1'-0"3 RCP DEMO PLAN N DN UP UP DN UP T T T S S S S S S S S S S SS SS SS 868 11 7 7 8 HC 17 4 12 13 12 9 4 HC 4 15 16 4 HC 16 4 0 1 02 03 0 3 0 3 03 0 2 0 1 6 3 6 3 6 3 63 6 3 6 3 6 3 63 63 6 3 6 3 0' WD 1' WD 2' WD 3' WD 3.5' WD 3.5' WD 3' WD 3.5' WD 3.5' WD 3.5' WD 3.5' WD NO DIVING FT IN NO DIVING FTIN NO DIVING FTIN NO DIVING FT IN NO DIVING FTIN NO DIVINGFTIN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO D I V I N G FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT I N NO DIVING FT IN NO DIVING FT IN EXISTING BLDG FFE 7563.4 UPPER LEVEL FFE 7563.62 LOWER LEVEL FFE 7548.62 GYM LEVEL FFE 7546.87 A101 3 MONUMENTAL SITE SIGN, SEE DETAIL THIS SHEET A100 2 7555755575557555 7 5 6 0 7 5 6 0 7 5 6 0 7 5 6 0 7565756575657565 7570757075707570 7 7 5 0775077507750 7565 7565 7565 7565 7560756075607560 7545754575457545 TO PROPOSED SIDEWALKTO PROPOSED SIDEWALKTO PROPOSED SIDEWALKTO PROPOSED SIDEWALK 51'-5 1/8"51'-5 1/8"51'-5 1/8"51'-5 1/8" REPRESENTATIVE PROPERTY LINE - REF CIVIL SHEET C-3 168 FT TO PROPERTY LINE 4 4 24'-0"24'-0"24'-0"24'-0" 6'- 4 " 6'- 4 " 6'- 4 " 6'- 4 " 3 A100 (3) 4 YD DUMPSTERS BY OWNER CLRCLRCLRCLR 7'-4"7'-4"7'-4"7'-4" SECURE END POSTSSECURE END POSTSSECURE END POSTSSECURE END POSTS TO FACE OF CMUTO FACE OF CMUTO FACE OF CMUTO FACE OF CMU WALLWALLWALLWALL 8' - 0"8' - 0"8' - 0"8' - 0" PRECAST CONCRETE COPINGPRECAST CONCRETE COPINGPRECAST CONCRETE COPINGPRECAST CONCRETE COPING STONE VENEER ON 8-IN CMU:STONE VENEER ON 8-IN CMU:STONE VENEER ON 8-IN CMU:STONE VENEER ON 8-IN CMU: #5 @24" VERT, SOLID GROUT#5 @24" VERT, SOLID GROUT#5 @24" VERT, SOLID GROUT#5 @24" VERT, SOLID GROUT ALL COURSES BELOW GRADEALL COURSES BELOW GRADEALL COURSES BELOW GRADEALL COURSES BELOW GRADE 6-IN SLAB ON GRADE6-IN SLAB ON GRADE6-IN SLAB ON GRADE6-IN SLAB ON GRADE GALVANIZED SQUARE GALVANIZED SQUARE GALVANIZED SQUARE GALVANIZED SQUARE STEEL TUBE POSTSTEEL TUBE POSTSTEEL TUBE POSTSTEEL TUBE POST WITH CAP - POWDERWITH CAP - POWDERWITH CAP - POWDERWITH CAP - POWDER COAT FINISH - EMBEDCOAT FINISH - EMBEDCOAT FINISH - EMBEDCOAT FINISH - EMBED OR SURFACE MOUNTOR SURFACE MOUNTOR SURFACE MOUNTOR SURFACE MOUNT GALVANIZED STEEL GALVANIZED STEEL GALVANIZED STEEL GALVANIZED STEEL FIXED LOUVER GATEFIXED LOUVER GATEFIXED LOUVER GATEFIXED LOUVER GATE WITH POWDER COATWITH POWDER COATWITH POWDER COATWITH POWDER COAT FINISH ON HEAVYFINISH ON HEAVYFINISH ON HEAVYFINISH ON HEAVY DUTY STEEL HINGESDUTY STEEL HINGESDUTY STEEL HINGESDUTY STEEL HINGES 7' - 0"7' - 0"7' - 0"7' - 0" 4'-0" X 1'-0" CONT FOOTING4'-0" X 1'-0" CONT FOOTING4'-0" X 1'-0" CONT FOOTING4'-0" X 1'-0" CONT FOOTING WITH #4 LONGITUDINAL AND #5WITH #4 LONGITUDINAL AND #5WITH #4 LONGITUDINAL AND #5WITH #4 LONGITUDINAL AND #5 @12"@12"@12"@12" MINMINMINMIN 3'- 0 " 3'- 0 " 3'- 0 " 3'- 0 " 3'-0" DIA X 5'-0" DEEP3'-0" DIA X 5'-0" DEEP3'-0" DIA X 5'-0" DEEP3'-0" DIA X 5'-0" DEEP CONCRETE BASE ATCONCRETE BASE ATCONCRETE BASE ATCONCRETE BASE AT INTERIOR POSTSINTERIOR POSTSINTERIOR POSTSINTERIOR POSTS SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 4. 1. 10-31-16 PERMIT SET 12-19-16 BULLETIN #004 As indicated 12 / 1 6 / 2 0 1 6 1 1 : 5 9 : 0 2 A M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 ARCHITECTURAL SITE PLAN A100 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1" = 30'-0"1 SITE PLAN N MONUMENT SIGN DETAILSMONUMENT SIGN DETAILSMONUMENT SIGN DETAILSMONUMENT SIGN DETAILS 1/4" = 1'-0"2 TRASH ENCLOSURE - PLAN 1/4" = 1'-0"3 TRASH ENCLOSURE - SECTION UPUPUPUPUP UP A B C UP DN UP UP A B C DN UP E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 EA EB EC ED EE EF 2 A B QQ OPEN TO GYM BELOW 1 A301 1 A301 2 A301 2 A301 3 A301 3 A301 9 10 4 A301 5 A301 EG MATCHLINE /1 A103 /1 A104 MATCHLINE /1 A103 /1 A104 1 LL P M 3 4 6 7 A1 A4 AB A5 8 AE AD M.6 AC C D E F G K N A2 A3 AG AF AA ACTIVITY POOLACTIVITY POOLACTIVITY POOLACTIVITY POOL 001 POOL MECHPOOL MECHPOOL MECHPOOL MECH 253 POOL OFFICEPOOL OFFICEPOOL OFFICEPOOL OFFICE 256 W. LOCKERSW. LOCKERSW. LOCKERSW. LOCKERS 221 FAM CHANGINGFAM CHANGINGFAM CHANGINGFAM CHANGING 212 PARTYPARTYPARTYPARTY 211 INDOOR PLAYINDOOR PLAYINDOOR PLAYINDOOR PLAY 205 M/P GROUP EXM/P GROUP EXM/P GROUP EXM/P GROUP EX 262 EXIT STAIREXIT STAIREXIT STAIREXIT STAIR S10 ROOFROOFROOFROOF BELOWBELOWBELOWBELOW ROOFROOFROOFROOF BELOWBELOWBELOWBELOW 7.96.4 POOL STORAGEPOOL STORAGEPOOL STORAGEPOOL STORAGE 255 ???? ? WATER & FIRE ENTRYWATER & FIRE ENTRYWATER & FIRE ENTRYWATER & FIRE ENTRY 273 MENMENMENMEN 203 WOMENWOMENWOMENWOMEN 204 DESK STAFFDESK STAFFDESK STAFFDESK STAFF 272 EXEC DIREXEC DIREXEC DIREXEC DIR 281 ASSTASSTASSTASST 279 LOBBYLOBBYLOBBYLOBBY 202 CARDIOCARDIOCARDIOCARDIO 261 EXIST POOL EQUIPEXIST POOL EQUIPEXIST POOL EQUIPEXIST POOL EQUIP A114 EXIST POOL MECHEXIST POOL MECHEXIST POOL MECHEXIST POOL MECH A112 EXIST LAUNDRYEXIST LAUNDRYEXIST LAUNDRYEXIST LAUNDRY A111 FOYERFOYERFOYERFOYER A101 MECHANICALMECHANICALMECHANICALMECHANICAL A102 M. LOCKERSM. LOCKERSM. LOCKERSM. LOCKERS 231 POOL STORAGEPOOL STORAGEPOOL STORAGEPOOL STORAGE A108 M. TEAM LOCKERM. TEAM LOCKERM. TEAM LOCKERM. TEAM LOCKER A107 W. TEAM LOCKERSW. TEAM LOCKERSW. TEAM LOCKERSW. TEAM LOCKERS A106 EXIST POOL DECKEXIST POOL DECKEXIST POOL DECKEXIST POOL DECK A109 EXIST NATATORIUMEXIST NATATORIUMEXIST NATATORIUMEXIST NATATORIUM A110 CIRCCIRCCIRCCIRC 259NJ 6 A301 A.1 H J ST.ST.ST.ST. 263 W. SHOWERSW. SHOWERSW. SHOWERSW. SHOWERS 222 W. TOILETSW. TOILETSW. TOILETSW. TOILETS 223 M. TOILETSM. TOILETSM. TOILETSM. TOILETS 233 M. SHOWERSM. SHOWERSM. SHOWERSM. SHOWERS 232 JANJANJANJAN 229 ACR1ACR1ACR1ACR1 213 ACR2ACR2ACR2ACR2 214 CHGCHGCHGCHG 215 ACR3ACR3ACR3ACR3 216 VESTIBULEVESTIBULEVESTIBULEVESTIBULE 201 EXIST ELECEXIST ELECEXIST ELECEXIST ELEC A113 EXIST CHEMEXIST CHEMEXIST CHEMEXIST CHEM A115 ITITITIT 274 HRHRHRHR 283 FACILITY DIRFACILITY DIRFACILITY DIRFACILITY DIR 285 FINANCEFINANCEFINANCEFINANCE 287 TEMPTEMPTEMPTEMP 284 COPYCOPYCOPYCOPY 278 LANLANLANLAN 276 MARKETMARKETMARKETMARKET 277 CONFERENCECONFERENCECONFERENCECONFERENCE 275 ELECELECELECELEC 282 OFFICEOFFICEOFFICEOFFICE 206 KIDS TKIDS TKIDS TKIDS T 207 KID WATCHKID WATCHKID WATCHKID WATCH 288 ELECELECELECELEC 254 GUARD CHGGUARD CHGGUARD CHGGUARD CHG 257 GUARDSGUARDSGUARDSGUARDS 258 ALT WATER SLIDEALT WATER SLIDEALT WATER SLIDEALT WATER SLIDE 002 STAIRSTAIRSTAIRSTAIR 270 STORAGESTORAGESTORAGESTORAGE A105 M. LOCKERS 2M. LOCKERS 2M. LOCKERS 2M. LOCKERS 2 A103 RoomRoomRoomRoom A104 VESTIBULEVESTIBULEVESTIBULEVESTIBULE A104 5 5 22 ' - 0 " 22 ' - 0 " 22 ' - 0 " 22 ' - 0 " 15 ' - 0 " 15 ' - 0 " 15 ' - 0 " 15 ' - 0 " 6' - 0 " 6' - 0 " 6' - 0 " 6' - 0 " 8' - 3 3 / 8 " 8' - 3 3 / 8 " 8' - 3 3 / 8 " 8' - 3 3 / 8 " 12 ' - 8 5 / 8 " 12 ' - 8 5 / 8 " 12 ' - 8 5 / 8 " 12 ' - 8 5 / 8 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 20 ' - 1 0 " 20 ' - 1 0 " 20 ' - 1 0 " 20 ' - 1 0 " 5' - 9 " 5' - 9 " 5' - 9 " 5' - 9 " 2' - 9 " 2' - 9 " 2' - 9 " 2' - 9 " 38 ' - 0 " 38 ' - 0 " 38 ' - 0 " 38 ' - 0 " 32 ' - 0 " 32 ' - 0 " 32 ' - 0 " 32 ' - 0 " 5'-0"5'-0"5'-0"5'-0" 19'-9"19'-9"19'-9"19'-9" 24'-10 1/2"24'-10 1/2"24'-10 1/2"24'-10 1/2" 23'-6"23'-6"23'-6"23'-6" 23'-0"23'-0"23'-0"23'-0" 20'-6"20'-6"20'-6"20'-6" 2 7'- 0" 2 7'- 0" 2 7'- 0" 2 7'- 0" 2 7'- 0" 2 7'- 0" 2 7'- 0" 2 7'- 0" 2 7'- 0" 2 7'- 0" 2 7'- 0" 2 7'- 0" 1 2'- 0" 1 2'- 0" 1 2'- 0" 1 2'- 0" 8'-0" 8'-0" 8'-0" 8'-0" 30'-0" 30'-0" 30'-0" 30'-0" 15'-0" 15'-0" 15'-0" 15'-0" 27'-0" 27'-0" 27'-0" 27'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 11'-6"11'-6"11'-6"11'-6" 29'-0"29'-0"29'-0"29'-0"33'-0"33'-0"33'-0"33'-0" 15'-0"15'-0"15'-0"15'-0" 7' - 0 " 7' - 0 " 7' - 0 " 7' - 0 " 39 ' - 4 " 39 ' - 4 " 39 ' - 4 " 39 ' - 4 " 5' - 8 " 5' - 8 " 5' - 8 " 5' - 8 " 18 ' - 0 " 18 ' - 0 " 18 ' - 0 " 18 ' - 0 " 2 A B NEW BUILDING ABOVENEW BUILDING ABOVENEW BUILDING ABOVENEW BUILDING ABOVE 1 A301 3 A301 4 A301 5 A301 3 4 6 7 A1 A4 AB A5 8 AE AD AH AC C D E F G K A2 A3 AG AF AA EMP ENTRYEMP ENTRYEMP ENTRYEMP ENTRY 103 MP GROUP EXMP GROUP EXMP GROUP EXMP GROUP EX 124 STAIRSTAIRSTAIRSTAIR 120 ELEVELEVELEVELEV 117 COMMUNITY KITCHENCOMMUNITY KITCHENCOMMUNITY KITCHENCOMMUNITY KITCHEN 142 KITCHENKITCHENKITCHENKITCHEN 112 VESTVESTVESTVEST 101 LOUNGELOUNGELOUNGELOUNGE 102 WOMENWOMENWOMENWOMEN 104 COMMUNITYCOMMUNITYCOMMUNITYCOMMUNITY 141 EXIT STAIREXIT STAIREXIT STAIREXIT STAIR S10 GYMGYMGYMGYM 131 GYM STORAGEGYM STORAGEGYM STORAGEGYM STORAGE 132 P&R DIRECTORP&R DIRECTORP&R DIRECTORP&R DIRECTOR 108 STORAGESTORAGESTORAGESTORAGE 143 STRENGTHSTRENGTHSTRENGTHSTRENGTH 123 CLASSROOMCLASSROOMCLASSROOMCLASSROOM 114 RECV & STORRECV & STORRECV & STORRECV & STOR 115 WOMENWOMENWOMENWOMEN 111 MENMENMENMEN 110 STORSTORSTORSTOR 113 STORAGESTORAGESTORAGESTORAGE 118 A.1 H J J.3 12 JR GOLFJR GOLFJR GOLFJR GOLF 121 HITTINGHITTINGHITTINGHITTING 122 GAMESGAMESGAMESGAMES 106 STAFFSTAFFSTAFFSTAFF 107 5 5 2 7'- 0" 2 7'- 0" 2 7'- 0" 2 7'- 0" 2 7'- 0" 2 7'- 0" 2 7'- 0" 2 7'- 0" 2 7'- 0" 2 7'- 0" 2 7'- 0" 2 7'- 0" 1 2'- 0" 1 2'- 0" 1 2'- 0" 1 2'- 0" 8'-0" 8'-0" 8'-0" 8'-0" 30'-0" 30'-0" 30'-0" 30'-0" 15'-0" 15'-0" 15'-0" 15'-0" 27'-0" 27'-0" 27'-0" 27'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 15 ' - 0 " 15 ' - 0 " 15 ' - 0 " 15 ' - 0 " 6' - 0 " 6' - 0 " 6' - 0 " 6' - 0 " 8' - 3 3 / 8 " 8' - 3 3 / 8 " 8' - 3 3 / 8 " 8' - 3 3 / 8 " 12 ' - 8 5 / 8 " 12 ' - 8 5 / 8 " 12 ' - 8 5 / 8 " 12 ' - 8 5 / 8 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 20 ' - 1 0 " 20 ' - 1 0 " 20 ' - 1 0 " 20 ' - 1 0 " 5' - 9 " 5' - 9 " 5' - 9 " 5' - 9 " 2' - 9 " 2' - 9 " 2' - 9 " 2' - 9 " 19'-9"19'-9"19'-9"19'-9" 24'-10 1/2"24'-10 1/2"24'-10 1/2"24'-10 1/2" 23'-6"23'-6"23'-6"23'-6" 23'-0"23'-0"23'-0"23'-0" 20'-6"20'-6"20'-6"20'-6" E13 E14 Q EH EH NJ NJ BASEPOINT DUEBASEPOINT DUEBASEPOINT DUEBASEPOINT DUE WEST TO GRID 9WEST TO GRID 9WEST TO GRID 9WEST TO GRID 9 BA S E P O I N T D U E BA S E P O I N T D U E BA S E P O I N T D U E BA S E P O I N T D U E NO R T H T O G R I D Q NO R T H T O G R I D Q NO R T H T O G R I D Q NO R T H T O G R I D Q BASEPOINT ISBASEPOINT ISBASEPOINT ISBASEPOINT IS NORTHEAST ANGLEDNORTHEAST ANGLEDNORTHEAST ANGLEDNORTHEAST ANGLED CORNER OF EXISTINGCORNER OF EXISTINGCORNER OF EXISTINGCORNER OF EXISTING BUILDING, FACE OFBUILDING, FACE OFBUILDING, FACE OFBUILDING, FACE OF MASONRYMASONRYMASONRYMASONRY EXISTING BUILDING IS ORIENTEDEXISTING BUILDING IS ORIENTEDEXISTING BUILDING IS ORIENTEDEXISTING BUILDING IS ORIENTED 2.5 DEGREES EAST OF TRUE2.5 DEGREES EAST OF TRUE2.5 DEGREES EAST OF TRUE2.5 DEGREES EAST OF TRUE NORTH. PROJECT NORTH IS TRUENORTH. PROJECT NORTH IS TRUENORTH. PROJECT NORTH IS TRUENORTH. PROJECT NORTH IS TRUE NORTH.NORTH.NORTH.NORTH. 22 ' - 0 5 / 8 " 22 ' - 0 5 / 8 " 22 ' - 0 5 / 8 " 22 ' - 0 5 / 8 " BASEPOINT DUEBASEPOINT DUEBASEPOINT DUEBASEPOINT DUE EAST TO GRIDEAST TO GRIDEAST TO GRIDEAST TO GRID 10101010 1'-4 3/8" 1'-4 3/8" 1'-4 3/8" 1'-4 3/8" EXISTING GRIDEXISTING GRIDEXISTING GRIDEXISTING GRID EH IS SET TOEH IS SET TOEH IS SET TOEH IS SET TO OUTSIDE FACEOUTSIDE FACEOUTSIDE FACEOUTSIDE FACE OF MASONRYOF MASONRYOF MASONRYOF MASONRY 10'-9 7/8"10'-9 7/8"10'-9 7/8"10'-9 7/8" 21'-2 1/2"21'-2 1/2"21'-2 1/2"21'-2 1/2"SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 2 : 4 6 : 3 6 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker SD 10-31-2016 16003 OVERALL FLOOR PLANS A101 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/16" = 1'-0"1 UPPER LEVEL OVERALL N 1/16" = 1'-0"2 LOWER LEVEL OVERALL N 1/8" = 1'-0"3 BASEPOINT AND GRID REFERENCE T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T e c t o n i c C o p y r i g h t 2 0 0 7 T e c t o n i c C o p y r i g h t 2 0 0 7 DN UP UP A B C T ectonic Cop yright 2007 T e c t o n i c C o p y r i g h t 2 0 0 7 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 Tectonic Copyright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T e c t o n i c C o p y r i g h t 2 0 0 7 T e c t o n i c C o p y r i g h t 2 0 0 7 T e c t o n i c C o p y r i g h t 2 0 0 7 T ectonic Cop yright 2007 T e c t o n i c C o p y r i g h t 2 0 0 7 T e c t o n i c C o p y r i g h t 2 0 0 7 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T e c t o n i c C o p y r i g h t 2 0 0 7 Tectonic Copyright 2007 Tectonic Copyright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 Tectonic Copyright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 DN T e c t o n i c C o p y r i g h t 2 0 0 7 Tectonic Copyright 2007 T e c t o n i c C o p y r i g h t 2 0 0 7 UP Tectonic Copyright 2007 Tectonic Copyright 2007 T e c t o n i c C o p y r i g h t 2 0 0 7 T e c t o n i c C o p y r i g h t 2 0 0 7 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 T ectonic Cop yright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 A B DN A201 6 1 A301 3 A301 4 A301 5 A301 1 L 3 4 6 7 A1 A5 AB A6 AE AD AH MP GROUP EXMP GROUP EXMP GROUP EXMP GROUP EX 124 ELEVELEVELEVELEV 117 AC C D E F K 22 ' - 0 " 22 ' - 0 " 22 ' - 0 " 22 ' - 0 " 15 ' - 0 " 15 ' - 0 " 15 ' - 0 " 15 ' - 0 " 6' - 0 " 6' - 0 " 6' - 0 " 6' - 0 " 8' - 3 1 / 2 " 8' - 3 1 / 2 " 8' - 3 1 / 2 " 8' - 3 1 / 2 " 12 ' - 8 1 / 2 " 12 ' - 8 1 / 2 " 12 ' - 8 1 / 2 " 12 ' - 8 1 / 2 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 20 ' - 1 0 " 20 ' - 1 0 " 20 ' - 1 0 " 20 ' - 1 0 " 5' - 9 " 5' - 9 " 5' - 9 " 5' - 9 " 2' - 9 " 2' - 9 " 2' - 9 " 2' - 9 " 19'-9"19'-9"19'-9"19'-9"24'-10 1/2"24'-10 1/2"24'-10 1/2"24'-10 1/2"23'-6"23'-6"23'-6"23'-6"23'-0"23'-0"23'-0"23'-0" A2 8'-0" 8'-0" 8'-0" 8'-0" 30'-0" 30'-0" 30'-0" 30'-0" 15'-0" 15'-0" 15'-0" 15'-0" 27'-0" 27'-0" 27'-0" 27'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 2 7'- 0" 2 7'- 0" 2 7'- 0" 2 7'- 0" 2 7'- 0" 2 7'- 0" 2 7'- 0" 2 7'- 0" 2 7'- 0" 2 7'- 0" 2 7'- 0" 2 7'- 0" 1 2'- 0" 1 2'- 0" 1 2'- 0" 1 2'- 0" A3 AG AF AA COMMUNITY KITCHENCOMMUNITY KITCHENCOMMUNITY KITCHENCOMMUNITY KITCHEN 142 KITCHENKITCHENKITCHENKITCHEN 112 VESTVESTVESTVEST 101 WOMENWOMENWOMENWOMEN 104 EMP ENTRYEMP ENTRYEMP ENTRYEMP ENTRY 103 COMMUNITYCOMMUNITYCOMMUNITYCOMMUNITY 141 EXIT STAIREXIT STAIREXIT STAIREXIT STAIR S10 GYMGYMGYMGYM 131 GYM STORAGEGYM STORAGEGYM STORAGEGYM STORAGE 132 1'-0" 1'-0" 1'-0" 1'-0" 8"8"8"8" STORAGESTORAGESTORAGESTORAGE 143 P&R DIRECTORP&R DIRECTORP&R DIRECTORP&R DIRECTOR 108 MENMENMENMEN 110 CLASSROOMCLASSROOMCLASSROOMCLASSROOM 114 STAIRSTAIRSTAIRSTAIR 120 RECV & STORRECV & STORRECV & STORRECV & STOR 115 STORSTORSTORSTOR 113 WOMENWOMENWOMENWOMEN 111 MENMENMENMEN 105 GAMESGAMESGAMESGAMES 106 STAFFSTAFFSTAFFSTAFF 107 ELECELECELECELEC 109 LOUNGELOUNGELOUNGELOUNGE 102 JR GOLFJR GOLFJR GOLFJR GOLF 121 HITTINGHITTINGHITTINGHITTING 122 STRENGTHSTRENGTHSTRENGTHSTRENGTH 123 STORAGESTORAGESTORAGESTORAGE 118 42 ' - 4 " 42 ' - 4 " 42 ' - 4 " 42 ' - 4 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 42 ' - 4 " 42 ' - 4 " 42 ' - 4 " 42 ' - 4 " 4 3/8"4 3/8"4 3/8"4 3/8" 8'-10"8'-10"8'-10"8'-10"74'-4"74'-4"74'-4"74'-4" A201 4 A401 4 A402 2 XS10 S10 X103 102A 141F 141E 132A 132B X141C 113 112A 112B 114 103B 104 105 107 106 109 115B 108 118 142B X141A 142A 143 102B 102C 124 STRENGTHSTRENGTHSTRENGTHSTRENGTH 123 FLOOR SLEEVES FOR VOLLEYBALL NET STANDARDS, TYP. OF (4) PICKLEBALL COURT STRIPING, CORNERS ONLY, TYP. OF (4) COURTS VOLLEYBALL COURT STRIPING, TYP OF (2) CROSS-COURT BASKETBALL STRIPING, TYP OF (2) FULL COURT BASKETBALL STRIPING, TYP OF (1) ADD ALTERNATE: DUAL-ADD ALTERNATE: DUAL-ADD ALTERNATE: DUAL-ADD ALTERNATE: DUAL- SIDED, COOL-TOUCHSIDED, COOL-TOUCHSIDED, COOL-TOUCHSIDED, COOL-TOUCH FIREPLACEFIREPLACEFIREPLACEFIREPLACE FOLDING PANEL PARTITION, TYP. OF (2) 141H STOR.STOR.STOR.STOR. 180 2 A303 6 A303 A309 2 A310 11 A309 5 A.1 B.7 H H J J J.3 110 A221 3 X101 X141B A213 2 1 A215 5 6 7 8 A2159 10 04 H6S NW S6S SE 01 AFH 01 AF 01 A 01 AF 31 AU 01 AFH 01 A 01 AF 11 AF 01 AF 01 A 01 01 AF 01 01 AF 01 AF 01 AF 01 AF 04 A 01 AH 01 A 01 AH 01 AH 01 AH 01 AF 01 AF 01 AF 01 AF 01 AF 04 AH 01 A 01 01 1 AFH 01 01 AF 01 01 0101 01 AFH 01 AH 01 AH 01 A 01 01 AF 01 AF 01 AF 01 A 01 04 01 01 AF 01 AF 01 AF FA008 FA008 FA008 01 AU 01 AH 04 AF01 AF1 01 AHU 111 A215 13 14 11 12 FB 0 3 FB 0 3 FB 0 3 FB 0 3 FB 0 3 FB 0 3 FB 0 3 FB 0 3 FB 0 3 FB 0 3 FB 0 3 FB 0 3 FB 0 3 FB 0 3 FB 0 3 FB 0 3 FB 0 1 FB 0 1 FB 0 1 FB 0 1 FB02FB02FB02FB02 FB06FB06FB06FB06FB06FB06FB06FB06FB06FB06FB06FB06 4 A305 5 H AH 04 26 BHW 26 BHW 22 W M102 M104 12 08 H 01 DJ 01 DJ 1 DJ 04 A 04 A M112.1 M107.1 04 AF 04 AF 1 A305 1'-8"1'-8"1'-8"1'-8" 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 7 5 / 8 " 7 5 / 8 " 7 5 / 8 " 7 5 / 8 " 15 ' - 2 " 15 ' - 2 " 15 ' - 2 " 15 ' - 2 " 10 " 10 " 10 " 10 " 10 " 10 " 10 " 10 " 3' - 4 " 3' - 4 " 3' - 4 " 3' - 4 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 " 10 " 10 " 10 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 01 A FB05FB05FB05FB05 04 E 04 AF 04 AF 04 AF 1'-8"1'-8"1'-8"1'-8"36'-1"36'-1"36'-1"36'-1"7'-4"7'-4"7'-4"7'-4" 18'-2 1/2"18'-2 1/2"18'-2 1/2"18'-2 1/2"1'-0"1'-0"1'-0"1'-0"5'-6"5'-6"5'-6"5'-6" 12'-1"12'-1"12'-1"12'-1"1'-0"1'-0"1'-0"1'-0" 8"8"8"8"1'-2 1/2"1'-2 1/2"1'-2 1/2"1'-2 1/2"11'-9 1/2"11'-9 1/2"11'-9 1/2"11'-9 1/2" 5'-0"5'-0"5'-0"5'-0" 1'-1"1'-1"1'-1"1'-1" 8"8"8"8"8"8"8"8" 1'-1"1'-1"1'-1"1'-1" 5'-0"5'-0"5'-0"5'-0" 3'-7 1/2"3'-7 1/2"3'-7 1/2"3'-7 1/2" 5'-0"5'-0"5'-0"5'-0" 1'-1"1'-1"1'-1"1'-1" 1'-4"1'-4"1'-4"1'-4" 5'-10 1/2"5'-10 1/2"5'-10 1/2"5'-10 1/2" 10 " 10 " 10 " 10 " 10 ' - 9 " 10 ' - 9 " 10 ' - 9 " 10 ' - 9 " 4' - 2 " 4' - 2 " 4' - 2 " 4' - 2 " 10 " 10 " 10 " 10 " 10 " 10 " 10 " 10 " 04 E 10 ' - 9 " 10 ' - 9 " 10 ' - 9 " 10 ' - 9 " 4' - 2 " 4' - 2 " 4' - 2 " 4' - 2 " 04 AH 04 A04 A 18'-0 1/2"18'-0 1/2"18'-0 1/2"18'-0 1/2" 8"8"8"8" 8"8"8"8" 5'-4"5'-4"5'-4"5'-4" 11'-11"11'-11"11'-11"11'-11" 8"8"8"8" 8"8"8"8" 2'-2 5/8"2'-2 5/8"2'-2 5/8"2'-2 5/8" FB21FB21FB21FB21 3'-6" 3'-6" 3'-6" 3'-6" 8"8"8"8"8"8"8"8" 3'-8" 3'-8" 3'-8" 3'-8" 19'-0" 19'-0" 19'-0" 19'-0" 8"8"8"8"8"8"8"8" 2'-3" 2'-3" 2'-3" 2'-3" 6'-3" 6'-3" 6'-3" 6'-3" 13'-6 3/8" 13'-6 3/8" 13'-6 3/8" 13'-6 3/8" 1'-3 5/8" 1'-3 5/8" 1'-3 5/8" 1'-3 5/8" 1'-3 5/8" 1'-3 5/8" 1'-3 5/8" 1'-3 5/8" 6'-8 3/8" 6'-8 3/8" 6'-8 3/8" 6'-8 3/8" 10'-3" 10'-3" 10'-3" 10'-3" 04 04 9 3/ 4" 9 3/ 4" 9 3/ 4" 9 3/ 4" 1 3'- 8 1/ 4" 1 3'- 8 1/ 4" 1 3'- 8 1/ 4" 1 3'- 8 1/ 4" 1'- 9 5/ 8" 1'- 9 5/ 8" 1'- 9 5/ 8" 1'- 9 5/ 8"2'- 2 3/ 8" 2'- 2 3/ 8" 2'- 2 3/ 8" 2'- 2 3/ 8" 2'- 4" 2'- 4" 2'- 4" 2'- 4" 3 1/8" 3 1/8" 3 1/8" 3 1/8" 4'-0 7/8" 4'-0 7/8" 4'-0 7/8" 4'-0 7/8" 4'-9" 4'-9" 4'-9" 4'-9" 1'-4" 1'-4" 1'-4" 1'-4" 6'-7" 6'-7" 6'-7" 6'-7" 6'-4 1/8" 6'-4 1/8" 6'-4 1/8" 6'-4 1/8" 7 7/8" 7 7/8" 7 7/8" 7 7/8" 10'-7 1/2" 10'-7 1/2" 10'-7 1/2" 10'-7 1/2" 8 5/ 8" 8 5/ 8" 8 5/ 8" 8 5/ 8" 1 0'- 7 3/ 8" 1 0'- 7 3/ 8" 1 0'- 7 3/ 8" 1 0'- 7 3/ 8" 8"8"8"8"8"8"8"8" 3'- 4" 3'- 4" 3'- 4" 3'- 4" 4'- 9" 4'- 9" 4'- 9" 4'- 9"8"8"8"8" 8"8"8"8" 04 E 04 E 04 E 08 A 04 E 04 E 04 E 6'- 1 1 5/ 8" 6'- 1 1 5/ 8" 6'- 1 1 5/ 8" 6'- 1 1 5/ 8" 5'- 0 3/ 8" 5'- 0 3/ 8" 5'- 0 3/ 8" 5'- 0 3/ 8" 5 5/ 8" 5 5/ 8" 5 5/ 8" 5 5/ 8" 9'- 6 3/ 4" 9'- 6 3/ 4" 9'- 6 3/ 4" 9'- 6 3/ 4" 4'- 3 1/ 4" 4'- 3 1/ 4" 4'- 3 1/ 4" 4'- 3 1/ 4" 18'-0"18'-0"18'-0"18'-0"10'-6"10'-6"10'-6"10'-6" 3'-10 1/2"3'-10 1/2"3'-10 1/2"3'-10 1/2" 4'-8 7/8"4'-8 7/8"4'-8 7/8"4'-8 7/8" FB04FB04FB04FB04 10 3 / 4 " 10 3 / 4 " 10 3 / 4 " 10 3 / 4 " 8 3 / 8 " 8 3 / 8 " 8 3 / 8 " 8 3 / 8 " 4' - 8 7 / 8 " 4' - 8 7 / 8 " 4' - 8 7 / 8 " 4' - 8 7 / 8 " 13 ' - 9 5 / 8 " 13 ' - 9 5 / 8 " 13 ' - 9 5 / 8 " 13 ' - 9 5 / 8 " 5 7 / 8 " 5 7 / 8 " 5 7 / 8 " 5 7 / 8 " 4"4"4"4" 11 ' - 0 " 11 ' - 0 " 11 ' - 0 " 11 ' - 0 " 5 1 / 8 " 5 1 / 8 " 5 1 / 8 " 5 1 / 8 " 5 1 / 2 " 5 1 / 2 " 5 1 / 2 " 5 1 / 2 " 6' - 1 1 " 6' - 1 1 " 6' - 1 1 " 6' - 1 1 " 9' - 1 3 / 8 " 9' - 1 3 / 8 " 9' - 1 3 / 8 " 9' - 1 3 / 8 " 5' - 4 " 5' - 4 " 5' - 4 " 5' - 4 " 6' - 6 " 6' - 6 " 6' - 6 " 6' - 6 " 6' - 6 3 / 4 " 6' - 6 3 / 4 " 6' - 6 3 / 4 " 6' - 6 3 / 4 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 7' - 6 7 / 8 " 7' - 6 7 / 8 " 7' - 6 7 / 8 " 7' - 6 7 / 8 " 8"8"8"8"8"8"8"8" 8"8"8"8" 6"6"6"6" 6"6"6"6" 1'- 4" 1'- 4" 1'- 4" 1'- 4" 01 AF 01 AF 7' - 1 1 5 / 8 " 7' - 1 1 5 / 8 " 7' - 1 1 5 / 8 " 7' - 1 1 5 / 8 " 5' - 0 3 / 8 " 5' - 0 3 / 8 " 5' - 0 3 / 8 " 5' - 0 3 / 8 " 5' - 6 " 5' - 6 " 5' - 6 " 5' - 6 " 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 5' - 6 " 5' - 6 " 5' - 6 " 5' - 6 " 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 5' - 6 " 5' - 6 " 5' - 6 " 5' - 6 " 8"8"8"8" 6' - 3 " 6' - 3 " 6' - 3 " 6' - 3 " 9"9"9"9" 9 5/8"9 5/8"9 5/8"9 5/8" 10"10"10"10" 10 " 10 " 10 " 10 " 10 " 10 " 10 " 10 " 4' - 1 0 1 / 8 " 4' - 1 0 1 / 8 " 4' - 1 0 1 / 8 " 4' - 1 0 1 / 8 " 14 ' - 5 7 / 8 " 14 ' - 5 7 / 8 " 14 ' - 5 7 / 8 " 14 ' - 5 7 / 8 " 10 " 10 " 10 " 10 " 10 " 10 " 10 " 10 " 8"8"8"8" 04 04 04 04 04 04 01 A 01 AFH 01 AF 04 H 01 AH 04 AH 04 AH 04 AH 04 AH 04 AH 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3/8"11 3/8"11 3/8"11 3/8" 04 AFH 04 AFH 04 AFH 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3/8"11 3/8"11 3/8"11 3/8" 04 AFH 04 AFH 04 AFH 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3/8"11 3/8"11 3/8"11 3/8" 04 AFH 04 AFH 04 AFH 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3/8"11 3/8"11 3/8"11 3/8" 2' - 8 3 / 8 " 2' - 8 3 / 8 " 2' - 8 3 / 8 " 2' - 8 3 / 8 " 2' - 3 5 / 8 " 2' - 3 5 / 8 " 2' - 3 5 / 8 " 2' - 3 5 / 8 " 1' - 4 " 1' - 4 " 1' - 4 " 1' - 4 " FB21FB21FB21FB21 FB21FB21FB21FB21 8'-0"8'-0"8'-0"8'-0" 7'-8"7'-8"7'-8"7'-8" 11'-6"11'-6"11'-6"11'-6" 5' - 0 " 5' - 0 " 5' - 0 " 5' - 0 " 11 ' - 4 " 11 ' - 4 " 11 ' - 4 " 11 ' - 4 " 8"8"8"8" 1 3'- 3" 1 3'- 3" 1 3'- 3" 1 3'- 3" 6'- 3 5/ 8" 6'- 3 5/ 8" 6'- 3 5/ 8" 6'- 3 5/ 8" 4'- 1 1" 4'- 1 1" 4'- 1 1" 4'- 1 1" 1 0'- 5" 1 0'- 5" 1 0'- 5" 1 0'- 5" 6'- 7 3/ 8" 6'- 7 3/ 8" 6'- 7 3/ 8" 6'- 7 3/ 8" 5'- 0" 5'- 0" 5'- 0" 5'- 0" 6'- 0" 6'- 0" 6'- 0" 6'- 0" 1 3'- 6" 1 3'- 6" 1 3'- 6" 1 3'- 6" 3'- 1" 3'- 1" 3'- 1" 3'- 1" 4'- 0" 4'- 0" 4'- 0" 4'- 0" 10"10"10"10" 4'-8 3/8"4'-8 3/8"4'-8 3/8"4'-8 3/8" 12'-2"12'-2"12'-2"12'-2" 2'-11 5/8"2'-11 5/8"2'-11 5/8"2'-11 5/8" 1'-4"1'-4"1'-4"1'-4" 9'-8"9'-8"9'-8"9'-8" M107.2 0404 FB 2 1 FB 2 1 FB 2 1 FB 2 1 4 A306 A403 11 1'-0" 1'-0" 1'-0" 1'-0" 2'-4 5/8" 2'-4 5/8" 2'-4 5/8" 2'-4 5/8"7 1/4" 7 1/4" 7 1/4" 7 1/4" 4'-0 1/4" 4'-0 1/4" 4'-0 1/4" 4'-0 1/4" 8'-0" 8'-0" 8'-0" 8'-0" 1'- 6 1/ 4" 1'- 6 1/ 4" 1'- 6 1/ 4" 1'- 6 1/ 4" 2' - 4 1 / 4 " 2' - 4 1 / 4 " 2' - 4 1 / 4 " 2' - 4 1 / 4 " 1' - 4 1 / 4 " 1' - 4 1 / 4 " 1' - 4 1 / 4 " 1' - 4 1 / 4 " 1'-8"1'-8"1'-8"1'-8" 1'-5 1/4"1'-5 1/4"1'-5 1/4"1'-5 1/4" 10 5 / 8 " 10 5 / 8 " 10 5 / 8 " 10 5 / 8 " 10 5 / 8 " 10 5 / 8 " 10 5 / 8 " 10 5 / 8 " 9 3/4" 9 3/4" 9 3/4" 9 3/4" 8"8"8"8" 13'-1 1/8" 13'-1 1/8" 13'-1 1/8" 13'-1 1/8" 30.00° 1'-7 1/4" 1'-7 1/4" 1'-7 1/4" 1'-7 1/4" 3'-6" 3'-6" 3'-6" 3'-6" 3'-0 1/2" 3'-0 1/2" 3'-0 1/2" 3'-0 1/2" 13'-1" 13'-1" 13'-1" 13'-1" 7'-5" 7'-5" 7'-5" 7'-5" 22'-11 1/2" 22'-11 1/2" 22'-11 1/2" 22'-11 1/2" 1 2 0 . 0 0 ° 9 0 .0 0 ° 30.00° 6 0 .0 0 ° 150.00° 1'-7 5/8"1'-7 5/8"1'-7 5/8"1'-7 5/8" 7 1/2"7 1/2"7 1/2"7 1/2" 5'-2 1/2"5'-2 1/2"5'-2 1/2"5'-2 1/2" 1'-9"1'-9"1'-9"1'-9" 11 ' - 1 0 7 / 8 " 11 ' - 1 0 7 / 8 " 11 ' - 1 0 7 / 8 " 11 ' - 1 0 7 / 8 " 2' - 1 " 2' - 1 " 2' - 1 " 2' - 1 " 3' - 5 " 3' - 5 " 3' - 5 " 3' - 5 " 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 8' - 1 0 3 / 4 " 8' - 1 0 3 / 4 " 8' - 1 0 3 / 4 " 8' - 1 0 3 / 4 " 8' - 2 " 8' - 2 " 8' - 2 " 8' - 2 " 6 0 . 0 0 ° 8"8"8"8" 1'- 8" 1'- 8" 1'- 8" 1'- 8" 01 AU 01 AHU 04 AH 08 AH 0404 11 AF 0404 04 040404 141G FB21FB21FB21FB21 A2142 1 04 AHK 04 AHK 04 FHK 04 FHK X131 9 3/4"9 3/4"9 3/4"9 3/4" 12'-0 5/8"12'-0 5/8"12'-0 5/8"12'-0 5/8" 23'-2 3/8"23'-2 3/8"23'-2 3/8"23'-2 3/8"13'-1 1/2"13'-1 1/2"13'-1 1/2"13'-1 1/2" FA02FA02FA02FA02 X115 108A FA05FA05FA05FA05 FA04FA04FA04FA04 FA05FA05FA05FA05 FA06FA06FA06FA06 FA07FA07FA07FA07 FA01FA01FA01FA01 FA03FA03FA03FA03 04 04 01 AF 01 AF 01 AF 08 A 4 A A217 3 1 2 4 A217 7 A2176 5 A217 8 04 AF 04 AF 04 AF 04 AF 04 AF 6"6"6"6" 10"10"10"10" 84 ' - 4 " 84 ' - 4 " 84 ' - 4 " 84 ' - 4 " 12 ' - 3 " 12 ' - 3 " 12 ' - 3 " 12 ' - 3 " 50'-4"50'-4"50'-4"50'-4" 1'-5"1'-5"1'-5"1'-5" 1 2 0 .0 1 ° 1'- 4 3/ 8" 1'- 4 3/ 8" 1'- 4 3/ 8" 1'- 4 3/ 8" 6 0 . 0 0 ° FA08FA08FA08FA08 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 2'-0 1/4"2'-0 1/4"2'-0 1/4"2'-0 1/4" 04 04 AFH 04 AFH 04 AFH 01 AH 1'-4"1'-4"1'-4"1'-4" 6'-3 3/4"6'-3 3/4"6'-3 3/4"6'-3 3/4" 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 9"9"9"9" A404 1 A404 10A404 2 A404 3 04 A404 4 A404 5 A404 6 A404 7 A404 8 A404 9 A404 11 A404 12 A404 13 7 A309 FB21FB21FB21FB21 04 04 04 5 5 3 A304 2 A304 15 9 ' - 0 " 3' - 4 " 3' - 4 " 3' - 4 " 3' - 4 " 11 ' - 4 " 11 ' - 4 " 11 ' - 4 " 11 ' - 4 " 30 ' - 4 " 30 ' - 4 " 30 ' - 4 " 30 ' - 4 " 10 5 ' - 8 7 / 8 " 10 5 ' - 8 7 / 8 " 10 5 ' - 8 7 / 8 " 10 5 ' - 8 7 / 8 " 8' - 3 " 8' - 3 " 8' - 3 " 8' - 3 " 1'- 3 3/8" 1'- 3 3/8" 1'- 3 3/8" 1'- 3 3/8" 8 2'- 5 1/ 8" 8 2'- 5 1/ 8" 8 2'- 5 1/ 8" 8 2'- 5 1/ 8" 1 0'- 6 7/ 8" 1 0'- 6 7/ 8" 1 0'- 6 7/ 8" 1 0'- 6 7/ 8" 2 3'- 2 3/8" 2 3'- 2 3/8" 2 3'- 2 3/8" 2 3'- 2 3/8" 1 4'- 0" 1 4'- 0" 1 4'- 0" 1 4'- 0" 2'- 2" 2'- 2" 2'- 2" 2'- 2" 1 4'- 0" 1 4'- 0" 1 4'- 0" 1 4'- 0" 1 3'- 0" 1 3'- 0" 1 3'- 0" 1 3'- 0" 1 4'- 0" 1 4'- 0" 1 4'- 0" 1 4'- 0" 3'- 4 1/ 8" 3'- 4 1/ 8" 3'- 4 1/ 8" 3'- 4 1/ 8" 1 0'- 6 7/ 8" 1 0'- 6 7/ 8" 1 0'- 6 7/ 8" 1 0'- 6 7/ 8" 9 0 . 0 0 ° 1'-3 3/8" 1'-3 3/8" 1'-3 3/8" 1'-3 3/8" 34'-6" 34'-6" 34'-6" 34'-6" 8'-0" 8'-0" 8'-0" 8'-0" 55'-6 1/2" 55'-6 1/2" 55'-6 1/2" 55'-6 1/2" 8'-0" 8'-0" 8'-0" 8'-0" 12'-11 1/2" 12'-11 1/2" 12'-11 1/2" 12'-11 1/2" 150.00° 2' - 2 1 / 4 " 2' - 2 1 / 4 " 2' - 2 1 / 4 " 2' - 2 1 / 4 " 20'-1"20'-1"20'-1"20'-1"48'-4 1/2"48'-4 1/2"48'-4 1/2"48'-4 1/2"19'-11 3/8"19'-11 3/8"19'-11 3/8"19'-11 3/8" 4'-0"4'-0"4'-0"4'-0" 1'-5 3/8"1'-5 3/8"1'-5 3/8"1'-5 3/8" 10 5/8"10 5/8"10 5/8"10 5/8" 4'-0"4'-0"4'-0"4'-0" 01 AF M124 8'-0" 8'-0" 8'-0" 8'-0" 30'-0" 30'-0" 30'-0" 30'-0"31'-7 1/8" 31'-7 1/8" 31'-7 1/8" 31'-7 1/8" 15'-4 1/2"15'-4 1/2"15'-4 1/2"15'-4 1/2"19'-9"19'-9"19'-9"19'-9"48'-4 1/2"48'-4 1/2"48'-4 1/2"48'-4 1/2"23'-0"23'-0"23'-0"23'-0" 1'-8"1'-8"1'-8"1'-8" R3 5 5 A403 4 A403 6 142C 4 A310 12 AF 5 A310 M142.1 M142.2 M142.3 M112.2 M105 M114 2 A306 1' - 6" 04 AF 04 AF 142D 31 AU A215 15 1'- 0" 1'- 0" 1'- 0" 1'- 0" 01 A RoomRoomRoomRoom 260 04 AH 04 A 04 AH 04 01 AH 04 01 AF 04 AF 02 AFH 04 A 04 A 01 DJ 0.8 A 04 04 04 04 04 31 AU 123 2'-0"2'-0"2'-0"2'-0" 8 1/2"8 1/2"8 1/2"8 1/2" A3.4 A3.4 A3.6 A3.6 A4 A4 D.8 E.2 A1.5 4.7 5.8 6.5 6.6 9 0 . 0 0 ° 9 0 .0 0 ° WALL TYPE 1:WALL TYPE 1:WALL TYPE 1:WALL TYPE 1: 5/8" GYPSUM BOARD, 3-5/8" X 20 GA. STEEL STUDS @ 1'-4" O.C., 5/8" GYPSUM BOARD. WALL TYPE 2:WALL TYPE 2:WALL TYPE 2:WALL TYPE 2: 5/8" TILE BACKER BOARD, (5/8" M.R. GYPSUM BOARD ABOVE WAINSCOT WHEN APPLICABLE RE: FINISH PLANS), 3-5/8" X 20 GA. STEEL STUDS @ 1'-4" O.C., 5/8" GYPSUM BOARD. WALL TYPE 3:WALL TYPE 3:WALL TYPE 3:WALL TYPE 3: 5/8" TILE BACKER BOARD, (5/8" M.R. GYPSUM BOARD ABOVE WAINSCOT WHEN APPLICABLE RE: FINISH PLANS), 3-5/8" x 20 GA. STEEL STUDS @ 1'-4" O.C., 5/8" TILE BACKER BOARD, (5/8" M.R. GYPSUM BOARD ABOVE WAINSCOT WHEN APPLICABLE RE: FINISH PLANS). WALL TYPE 4:WALL TYPE 4:WALL TYPE 4:WALL TYPE 4: 5/8" GYPSUM BOARD, 3-5/8" X 20 GA. STEEL STUDS @ 1'-4" O.C. WALL TYPE 5:WALL TYPE 5:WALL TYPE 5:WALL TYPE 5: 5/8" TILE BACKER BOARD, (5/8" M.R. GYPSUM BOARD ABOVE WAINSCOT WHEN APPLICABLE RE: FINISH PLANS), 3-5/8" X 20 GA. STEEL STUDS @ 1'-4" O.C. WALL TYPE 13:WALL TYPE 13:WALL TYPE 13:WALL TYPE 13: 5/8" TILE BACKER BOARD, (5/8" M.R. GYPSUM BOARD ABOVE WAINSCOT WHEN APPLICABLE RE: FINISH PLANS), 6" x 20 GA. STEEL STUDS @ 1'-4" O.C., 5/8" TILE BACKER BOARD, (5/8" M.R. GYPSUM BOARD ABOVE WAINSCOT WHEN APPLICABLE RE: FINISH PLANS). WALL TYPE 15:WALL TYPE 15:WALL TYPE 15:WALL TYPE 15: 5/8" TILE BACKER BOARD, (5/8" M.R. GYPSUM BOARD ABOVE WAINSCOT WHEN APPLICABLE RE: FINISH PLANS), 3-5/8" X 20 GA. STEEL STUDS @ 1'-4" O.C. WALL TYPE 21:WALL TYPE 21:WALL TYPE 21:WALL TYPE 21: 6" CONCRETE MASONRY UNIT SCHEDULED TO RECEIVE PAINT WALL TYPE 22:WALL TYPE 22:WALL TYPE 22:WALL TYPE 22: 8" CONCRETE MASONRY UNIT SCHEDULED TO RECEIVE PAINT INTERIOR WALLS 1.WHERE TILE FINISH OVER STUDS IS SHOWN, PROVIDE 5/8" CEMENT BACKER UNIT AT ALL TILE FINISHES. COORDINATE WITH FINISH SCHEDULE, INTERIOR ELEVATIONS, AND FINISH PLANS. 2.WHERE STUD WALLS ARE SHOWN PROVIDE CEMENTITIOUS BACKER UNIT AT ALL WET AREAS INCLUDING SHOWERS, POOL EQUIPMENT ROOM, MECHANICAL ROOM, AND WHIRLPOOLS. 3. UNLESS NOTED OTHERWISE, AND EXCEPT AT FIRE RATED, SOUND RATED PARTITIONS, PARTITIONS AND GYPSUM BOARD STOPS 6" ABOVE CEILING. CONTRACTORS TO BRACE TO STRUCTURE @ 4'-0" O.C. MAXIMUM ABOVE CEILING. 4.CMU WALLS TO EXTEND A MIN. OF 1'-0" ABOVE CEILING AND NEAREST COURSE. UNLESS NOTED AS FULL HEIGHT. 5.WALL TYPES ARE DESCRIBED BY THEIR PRIMARY COMPONENTS, BEGINNING ON THE UPPER SIDE OF THE GRAPHIC DESCRIPTION AND GOING DOWN THROUGH THE WALL. (WHERE DIFFERENT SHEATHING IS USED ON EACH SIDE OF A FRAMING MEMBER, REFER TO THE ROOM FINISH SCHEDULE TO IDENTIFY WHICH SIDE TO PLACE EACH SHEATHING TYPE.) 6.ALL WALLS ARE 3-5/8" X 20 GA. STUDS @ 1'-4" O.C. ( U.O.N. ) 7.USE TYPE "X" GYPSUM BOARD FOR ALL FIRE RATED WALLS. WALL TYPES GENERAL NOTES A. PROVIDE GYPSUM BOARD FULL HEIGHT TO STRUCTURE ABOVE. B. CMU UP TO STRUCTURE ABOVE. C. A SINGLE COURSE OF CONCRETE BLOCK OR 8" CONCRETE CURB UNDER THE STUD PARTITION. D. WALL UP TO 3'-7" A.F.F., PROVIDE 3"X3" VERTICAL STEEL ANGLE AT EDGES, CORNERS, AND 4'-0" C/C E. WALL UP TO 7'-0" A.F.F., PROVIDE 3"X3" VERTICAL STEEL ANGLE AT EDGES, CORNERS, AND 4'-0" C/C F. SOUND BATT INSULATION FULL WIDTH OF WALL CAVITY G. PROVIDE PLYWOOD BOARDS FULL HEIGHT TO STRUCTURE ABOVE. H. HIGH IMPACT GYP. BOARD UP TO 8'-0" A.F.F. J. WALLS WITH SOLID SURFACE CAP ABOVE. PROVIDE WIDTH OF WALL PLUS1" WITH EASED EDGES. K. WALL UP TO 9'-0" A.F.F., WITH RETURN GYP BD. M. MOISTURE RESISTANT GYP BD N.WALL UP TO 4'-6" A.F.F., PROVIDE 3"X3" VERTICAL STEEL ANGLE AT EDGES, CORNERS, AND 4'-0" C/C P.RIGID INSULATION AT ALL NON-GROUTED CAVITIES. Q WALL UP TO 4'-0" A.F.F., PROVIDE 3"X3" VERTICAL STEEL ANGLE AT EDGES, CORNERS, AND 4'-0" C/C U. UL# 465 NONBEARING WALL RATING 1 HR - TYPE X GYP BD EACH SIDE W. UL# 905 BEARING/NONBEARING RATING 2HR - UL MARK D-2 ON CMU AND TYPE X GYP AS INDCATED WALL TYPES SUFFIXES WALL TYPE 8:WALL TYPE 8:WALL TYPE 8:WALL TYPE 8: 5/8" GYPSUM BD 2.5" X 20 GA. STEEL STUDS @ 1'-4" O.C. WALL TYPE 9:WALL TYPE 9:WALL TYPE 9:WALL TYPE 9: 5/8" TILE BACKER BOARD, 1 5/8" X 20 GA. STEEL STUDS @ 1'-4" O.C. WALL TYPE 25:WALL TYPE 25:WALL TYPE 25:WALL TYPE 25: 6" CONCRETE MASONRY UNIT 7/8" HAT CHANEL 5/8" GYP WALL BD WALL TYPE 26:WALL TYPE 26:WALL TYPE 26:WALL TYPE 26: 8" CONCRETE MASONRY UNIT 7/8" HAT CHANEL 5/8" GYP WALL BD WALL TYPE 11:WALL TYPE 11:WALL TYPE 11:WALL TYPE 11: 5/8" GYPSUM BOARD, 6" x 18 GA. STEEL STUDS @ 1'-4" O.C., 5/8" GYPSUM BOARD, WALL TYPE 10:WALL TYPE 10:WALL TYPE 10:WALL TYPE 10: 5/8" GYPSUM BD 6" X 18 GA. STEEL STUDS @ 1'-4" O.C. WALL TYPE 12:WALL TYPE 12:WALL TYPE 12:WALL TYPE 12: 5/8" GYPSUM BOARD, 6" x 20 GA. STEEL STUDS @ 1'-4" O.C., 5/8" TILE BACKER BOARD, (5/8" M.R. GYPSUM BOARD ABOVE WAINSCOT WHEN APPLICABLE RE: FINISH PLANS). WALL TYPE 6:WALL TYPE 6:WALL TYPE 6:WALL TYPE 6: 2 LAYERS OF 5/8" GYPSUM BOARD, 3-5/8" X 20 GA. STEEL STUDS @ 1'-4" O.C. 2 LAYERS OF 5/8" GYPSUM BOARD, WALL TYPE 31:1 HOUR RATED UL 469WALL TYPE 31:1 HOUR RATED UL 469WALL TYPE 31:1 HOUR RATED UL 469WALL TYPE 31:1 HOUR RATED UL 469 5/8" WALLBOARD 2 1/2" MTL C-H STUDS @ 16" O.C. 1" FIRECODE WALLBOARD SHAFT LINER1" SHAFT LINER SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 4. 1. 10-31-16 PERMIT SET 12-19-16 BULLETIN #004 As indicated 12 / 1 6 / 2 0 1 6 1 1 : 5 9 : 0 5 A M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 LOWER LEVEL PLAN A102 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/8" = 1'-0"1 LOWER LEVEL N 4 4 4 UPUP A B C UP A B 1 A301 3 A301 4 A301 5 A301 /1 A104 /1 A104 L 3 4 6 7 A5 A6 8 AE AD AH C D E F G K A3 AG AF 27'-0" 27'-0" 27'-0" 27'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" M/P GROUP EXM/P GROUP EXM/P GROUP EXM/P GROUP EX 262 ST.ST.ST.ST. 263 EXIT STAIREXIT STAIREXIT STAIREXIT STAIR S10 6'- 8" 6'- 8" 6'- 8" 6'- 8" 5'- 0" 5'- 0" 5'- 0" 5'- 0" 4"4"4"4" 1'- 0" 1'- 0" 1'- 0" 1'- 0" 4'- 8" 4'- 8" 4'- 8" 4'- 8" 1 0'- 0" 1 0'- 0" 1 0'- 0" 1 0'- 0" 4'- 8" 4'- 8" 4'- 8" 4'- 8" 1'- 0" 1'- 0" 1'- 0" 1'- 0" 4'- 8" 4'- 8" 4'- 8" 4'- 8" 1'- 0" 1'- 0" 1'- 0" 1'- 0" 7'- 0" 7'- 0" 7'- 0" 7'- 0" 4'- 8" 4'- 8" 4'- 8" 4'- 8" 3'- 9" 3'- 9" 3'- 9" 3'- 9" ROOF BELOWROOF BELOWROOF BELOWROOF BELOW ROOF BELOWROOF BELOWROOF BELOWROOF BELOW MATCHLINE CARDIOCARDIOCARDIOCARDIO 261 MENMENMENMEN 203 WOMENWOMENWOMENWOMEN 204 DESK STAFFDESK STAFFDESK STAFFDESK STAFF 272 EXEC DIREXEC DIREXEC DIREXEC DIR 281 FACILITY DIRECTORFACILITY DIRECTORFACILITY DIRECTORFACILITY DIRECTOR 279 ADMINADMINADMINADMIN 271 WATER & FIRE ENTRYWATER & FIRE ENTRYWATER & FIRE ENTRYWATER & FIRE ENTRY 273 LOBBYLOBBYLOBBYLOBBY 202 ASSISTANTASSISTANTASSISTANTASSISTANT 283 MARKETINGMARKETINGMARKETINGMARKETING 285 FINANCEFINANCEFINANCEFINANCE 287 TEMPTEMPTEMPTEMP 284 COPYCOPYCOPYCOPY 278 LANLANLANLAN 276 HUMAN RESOURCESHUMAN RESOURCESHUMAN RESOURCESHUMAN RESOURCES 277 CONFERENCECONFERENCECONFERENCECONFERENCE 275 ITITITIT 274 ELECELECELECELEC 282 VESTIBULEVESTIBULEVESTIBULEVESTIBULE 201 6 A301 A402 1 X201 270 205A 271 B 272 281 203 204 271 A 282 287 285 283 279 277 275 274 276 S20 STAIRSTAIRSTAIRSTAIR 270 22 ' - 0 " 22 ' - 0 " 22 ' - 0 " 22 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 20 ' - 1 0 " 20 ' - 1 0 " 20 ' - 1 0 " 20 ' - 1 0 " 5' - 9 " 5' - 9 " 5' - 9 " 5' - 9 " 2' - 9 " 2' - 9 " 2' - 9 " 2' - 9 " 19'-9"19'-9"19'-9"19'-9"48'-4 1/2"48'-4 1/2"48'-4 1/2"48'-4 1/2"23'-0"23'-0"23'-0"23'-0"20'-6"20'-6"20'-6"20'-6"56'-6"56'-6"56'-6"56'-6" 28'-3" L DECORATIVE METAL RAILING, SEE DETAIL SHEET A501 DECORATIVE RAILING 62'-0" L MOTORIZED DIVIDER CURTAIN RECESS SLAB 2 1/2" FOR RESILIENT WOOD ATHLETIC FLOORING SYSTEM DECORATIVE METAL RAILING FORWARD-FOLDING, REAR-BRACED MOTORIZED BASKETBALL GOALS, GLASS BACKBOARD & REGULATION, MANUAL HEIGHT-ADJUSTING RIMS, TYP OF (4) ON CROSS COURTS FORWARD-FOLDING, REAR-BRACED MOTORIZED BASKETBALL GOAL, GLASS BACKBOARD & REGULATION RIM, TYP. OF (2) ON MAIN COURT 2 A303 6 A303 A.1 B.7 H H J J.3 202 A221 3 A213 2 1 A216 4 6 8 5 A211 5 63 A211 4 2 W N H6S NW V6S E 11 AF 31 AU 11 AF H6S SW H6S SE 01 AF 01 AF 01 AF 01 AF 01 AF 01 AF 1 AF 01 AF 01 AF FA18FA18FA18FA18 FA11FA11FA11FA11 01 AF 01 01 AF 01 AF 6 AF 01 AF 01 AF 01 AF 01 01 AF 01 01 01 01 01 01 01 AF 11 AF 11 A 01 4 AF S8S W P8S W 01 AF 01 FA12FA12FA12FA12 FA13FA13FA13FA13 FA17FA17FA17FA17 A222 10 4 A305 M202 M261 M261 20 ' - 5 " 20 ' - 5 " 20 ' - 5 " 20 ' - 5 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 15 ' - 0 5 / 8 " 15 ' - 0 5 / 8 " 15 ' - 0 5 / 8 " 15 ' - 0 5 / 8 " 4' - 0 5 / 8 " 4' - 0 5 / 8 " 4' - 0 5 / 8 " 4' - 0 5 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 19 ' - 1 1 / 4 " 19 ' - 1 1 / 4 " 19 ' - 1 1 / 4 " 19 ' - 1 1 / 4 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 19 ' - 1 1 / 4 " 19 ' - 1 1 / 4 " 19 ' - 1 1 / 4 " 19 ' - 1 1 / 4 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 19 ' - 1 1 / 4 " 19 ' - 1 1 / 4 " 19 ' - 1 1 / 4 " 19 ' - 1 1 / 4 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 19 ' - 1 1 / 4 " 19 ' - 1 1 / 4 " 19 ' - 1 1 / 4 " 19 ' - 1 1 / 4 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 10 ' - 1 0 5 / 8 " 10 ' - 1 0 5 / 8 " 10 ' - 1 0 5 / 8 " 10 ' - 1 0 5 / 8 " 7' - 6 " 7' - 6 " 7' - 6 " 7' - 6 " 2' - 3 3 / 8 " 2' - 3 3 / 8 " 2' - 3 3 / 8 " 2' - 3 3 / 8 " 22 B 01 AF 01 AF 01 01 AF 01 AF H8C 22 B 22 B 4 26 BHW 26 BHW M275 M203 M204 8'-0" 8'-0" 8'-0" 8'-0" H6S 12 12 4 4 01 AF 01 AF V6S NE 4 1 A305 4 A 44 A 4 A 4 A 4 A 4 A 4 A 4 A 4 A 4 A 4 A 4 A 4 A 4 A 4 A 4 A 4 A 01 A 01 AF 4 AF 10"10"10"10"10"10"10"10" 12 ' - 1 3 / 4 " 12 ' - 1 3 / 4 " 12 ' - 1 3 / 4 " 12 ' - 1 3 / 4 " 8'-4 1/4"8'-4 1/4"8'-4 1/4"8'-4 1/4" 10'-4 3/4"10'-4 3/4"10'-4 3/4"10'-4 3/4"25'-4 1/2"25'-4 1/2"25'-4 1/2"25'-4 1/2"6'-10"6'-10"6'-10"6'-10" 16'-2"16'-2"16'-2"16'-2" 2 3/4"2 3/4"2 3/4"2 3/4" 2 0 ' - 0 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 8' - 4 1 / 4 " 8' - 4 1 / 4 " 8' - 4 1 / 4 " 8' - 4 1 / 4 " 7' - 0 " 7' - 0 " 7' - 0 " 7' - 0 " 5' - 1 3 / 4 " 5' - 1 3 / 4 " 5' - 1 3 / 4 " 5' - 1 3 / 4 " 4"4"4"4" 3' - 6 1 / 4 " 3' - 6 1 / 4 " 3' - 6 1 / 4 " 3' - 6 1 / 4 " 4' - 1 0 " 4' - 1 0 " 4' - 1 0 " 4' - 1 0 " 3' - 7 3 / 4 " 3' - 7 3 / 4 " 3' - 7 3 / 4 " 3' - 7 3 / 4 " 3' - 8 " 3' - 8 " 3' - 8 " 3' - 8 " 204A 204B 203A 7'-9 5/8" 7'-9 5/8" 7'-9 5/8" 7'-9 5/8" 8'-3" 8'-3" 8'-3" 8'-3" 6'-8 1/4" 6'-8 1/4" 6'-8 1/4" 6'-8 1/4" 3'-0 3/4" 3'-0 3/4" 3'-0 3/4" 3'-0 3/4"1'-10" 1'-10" 1'-10" 1'-10" 3'-6" 3'-6" 3'-6" 3'-6" 8"8"8"8"8"8"8"8"8"8"8"8"7'-0" 7'-0" 7'-0" 7'-0" 1'-10" 1'-10" 1'-10" 1'-10" 4 1/2" 4 1/2" 4 1/2" 4 1/2" 2'-6" 2'-6" 2'-6" 2'-6" 11'-7 1/4" 11'-7 1/4" 11'-7 1/4" 11'-7 1/4" 9'-8" 9'-8" 9'-8" 9'-8" 8"8"8"8"8"8"8"8"3'-4" 3'-4" 3'-4" 3'-4" 1'-0" 1'-0" 1'-0" 1'-0" 4'-2" 4'-2" 4'-2" 4'-2" 8'-10" 8'-10" 8'-10" 8'-10" 5'-6" 5'-6" 5'-6" 5'-6" 6"6"6"6" 9'-8" 9'-8" 9'-8" 9'-8" 6'-3" 6'-3" 6'-3" 6'-3" 11'-7 5/8" 11'-7 5/8" 11'-7 5/8" 11'-7 5/8" 6'-11 1/4" 6'-11 1/4" 6'-11 1/4" 6'-11 1/4" 2'-11 1/2" 2'-11 1/2" 2'-11 1/2" 2'-11 1/2" 9'-6" 9'-6" 9'-6" 9'-6" 1'-0 1/2" 1'-0 1/2" 1'-0 1/2" 1'-0 1/2" 8'-9 1/8" 8'-9 1/8" 8'-9 1/8" 8'-9 1/8" 11 A 01 AF 01 AF FB21FB21FB21FB21 01 AF 1 2'- 5 5/ 8" 1 2'- 5 5/ 8" 1 2'- 5 5/ 8" 1 2'- 5 5/ 8" 4'- 2" 4'- 2" 4'- 2" 4'- 2" 5'- 4" 5'- 4" 5'- 4" 5'- 4" 9"9"9"9" 4"4"4"4" 5'- 4" 5'- 4" 5'- 4" 5'- 4" 4'- 1 0" 4'- 1 0" 4'- 1 0" 4'- 1 0" 4"4"4"4" 3'- 9 7/ 8" 3'- 9 7/ 8" 3'- 9 7/ 8" 3'- 9 7/ 8" 3'- 2 1/4" 3'- 2 1/4" 3'- 2 1/4" 3'- 2 1/4" 2'- 0" 2'- 0" 2'- 0" 2'- 0" 4'- 1 1" 4'- 1 1" 4'- 1 1" 4'- 1 1" 44 8"8"8"8" 4'-7" 4'-7" 4'-7" 4'-7" 4'-8 5/8" 4'-8 5/8" 4'-8 5/8" 4'-8 5/8" 10"10"10"10" 10"10"10"10" 10'-8"10'-8"10'-8"10'-8" 8'-0"8'-0"8'-0"8'-0" 1'-0"1'-0"1'-0"1'-0" 1'-0"1'-0"1'-0"1'-0" 6'-6 1/4"6'-6 1/4"6'-6 1/4"6'-6 1/4" 1'-9 3/8"1'-9 3/8"1'-9 3/8"1'-9 3/8" FB10FB10FB10FB10 FB14FB14FB14FB14FB14FB14FB14FB14FB14FB14FB14FB14FB14FB14FB14FB14 44 A 4 A 4 A 4 A 4 A 44 A 8"8"8"8" 23'-3 1/8"23'-3 1/8"23'-3 1/8"23'-3 1/8" 11 3/8"11 3/8"11 3/8"11 3/8"11 3/8"11 3/8"11 3/8"11 3/8"22'-0 5/8"22'-0 5/8"22'-0 5/8"22'-0 5/8" 1' - 0" track 8' - 0" open 74' - 0"9' - 0" FB07FB07FB07FB07 FB11FB11FB11FB11 19'-9"19'-9"19'-9"19'-9" 2'-4 1/2"2'-4 1/2"2'-4 1/2"2'-4 1/2" 6'-0"6'-0"6'-0"6'-0" 6'-0"6'-0"6'-0"6'-0" 6'-0"6'-0"6'-0"6'-0" 6'-0"6'-0"6'-0"6'-0" 6'-0"6'-0"6'-0"6'-0" 6'-0"6'-0"6'-0"6'-0" 6'-0"6'-0"6'-0"6'-0" 4'-0"4'-0"4'-0"4'-0" 1'-3 5/8"1'-3 5/8"1'-3 5/8"1'-3 5/8" 7'-5 5/8" 7'-5 5/8" 7'-5 5/8" 7'-5 5/8" 1 2 0 . 0 0 ° 5' - 1 5 / 8 " 5' - 1 5 / 8 " 5' - 1 5 / 8 " 5' - 1 5 / 8 " 2'- 0" 2'- 0" 2'- 0" 2'- 0" 8'- 0" 8'- 0" 8'- 0" 8'- 0" 1'- 5 1/8" 1'- 5 1/8" 1'- 5 1/8" 1'- 5 1/8" FB21FB21FB21FB21 FB21FB21FB21FB21 FB21FB21FB21FB21 FB21FB21FB21FB21 FB21FB21FB21FB21 FB21FB21FB21FB21 FB20FB20FB20FB20 FB19FB19FB19FB19 FB18FB18FB18FB18 FB16FB16FB16FB16 FB17FB17FB17FB17 4 A306 2 A305 262 FB15FB15FB15FB15 ST.ST.ST.ST. 263a R5 R5 R5 R5 R4 6'-6" 6'-6" 6'-6" 6'-6" 11 1/8"11 1/8"11 1/8"11 1/8"18'-1 7/8"18'-1 7/8"18'-1 7/8"18'-1 7/8" 8"8"8"8" 8"8"8"8" 10 " 10 " 10 " 10 " 10 " 10 " 10 " 10 " 10 " 10 " 10 " 10 " 30.00° 1 2 0 . 0 0 ° 9 3 / 4 " 9 3 / 4 " 9 3 / 4 " 9 3 / 4 " 9 3 / 4 " 9 3 / 4 " 9 3 / 4 " 9 3 / 4 " 7 5 / 8 " 7 5 / 8 " 7 5 / 8 " 7 5 / 8 " 7 5 / 8 " 7 5 / 8 " 7 5 / 8 " 7 5 / 8 " 3' - 3 1 / 2 " 3' - 3 1 / 2 " 3' - 3 1 / 2 " 3' - 3 1 / 2 " 7 5 / 8 " 7 5 / 8 " 7 5 / 8 " 7 5 / 8 " 7 5 / 8 " 7 5 / 8 " 7 5 / 8 " 7 5 / 8 " 9 5/8"9 5/8"9 5/8"9 5/8" 9 5/8"9 5/8"9 5/8"9 5/8" 9 5/8"9 5/8"9 5/8"9 5/8"9 5/8"9 5/8"9 5/8"9 5/8" 8 5 / 8 " 8 5 / 8 " 8 5 / 8 " 8 5 / 8 " 8 5 / 8 " 8 5 / 8 " 8 5 / 8 " 8 5 / 8 " 8 5 / 8 " 8 5 / 8 " 8 5 / 8 " 8 5 / 8 " 8 5 / 8 " 8 5 / 8 " 8 5 / 8 " 8 5 / 8 " 9 5/8"9 5/8"9 5/8"9 5/8" 9 5/8"9 5/8"9 5/8"9 5/8" 9 0 .0 0 ° 150.00° 10"10"10"10" 6"6"6"6" 11 ' - 4 3 / 4 " 11 ' - 4 3 / 4 " 11 ' - 4 3 / 4 " 11 ' - 4 3 / 4 " 8"8"8"8" 8"8"8"8" 8' - 1 1 7 / 8 " 8' - 1 1 7 / 8 " 8' - 1 1 7 / 8 " 8' - 1 1 7 / 8 " 10"10"10"10" 6"6"6"6" 1 2 0 . 0 0 ° 2'- 1 0 3/8" 2'- 1 0 3/8" 2'- 1 0 3/8" 2'- 1 0 3/8" 8' - 3 1 / 4 " 8' - 3 1 / 4 " 8' - 3 1 / 4 " 8' - 3 1 / 4 " 8"8"8"8" 8"8"8"8" 13 ' - 0 7 / 8 " 13 ' - 0 7 / 8 " 13 ' - 0 7 / 8 " 13 ' - 0 7 / 8 " 37 ' - 6 " 37 ' - 6 " 37 ' - 6 " 37 ' - 6 " 10 A 4 A 1 A216 3 4 A304 NATORIUMNATORIUMNATORIUMNATORIUM 251 S12C A2142 1 A309 9 A310 10 FB22FB22FB22FB22 FB22FB22FB22FB22 FB22FB22FB22FB22 A309 3 FA09FA09FA09FA09 FA10FA10FA10FA10 FA10FA10FA10FA10 FA16FA16FA16FA16FA16FA16FA16FA16FA16FA16FA16FA16 FA18FA18FA18FA18 FA19FA19FA19FA19 FA24FA24FA24FA24 1 A216 7 A2162 FA14FA14FA14FA14 FA14FA14FA14FA14 FA14FA14FA14FA14 FA14FA14FA14FA14 FA14FA14FA14FA14 A217 2 4 FA15FA15FA15FA15 1 2 0 . 0 0 ° 1 5' - 0" 4'-3"4'-3"4'-3"4'-3" 3' - 2 " 3' - 2 " 3' - 2 " 3' - 2 " 1 5' - 0 " 1 1/2"1 1/2"1 1/2"1 1/2" 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 2 0 ' - 0 " 1 2 ' - 0 " 1 2 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 6"6"6"6" 8' - 0 " 8' - 0 " 8' - 0 " 8' - 0 " 8'-0"8'-0"8'-0"8'-0" 8' - 0 " 8' - 0 " 8' - 0 " 8' - 0 " 8'-0"8'-0"8'-0"8'-0" 18' - 8" 2 6 ' - 8 " 6' - 1 0 " 6' - 1 0 " 6' - 1 0 " 6' - 1 0 " 7'-2"7'-2"7'-2"7'-2" 23' - 0" 12' - 0" 20' - 0" 6"6"6"6" 1 3 5 .0 0 ° 135.00° 1'- 2 5/ 8" 1'- 2 5/ 8" 1'- 2 5/ 8" 1'- 2 5/ 8" 1 1'- 9" 1 1'- 9" 1 1'- 9" 1 1'- 9" 1'- 1 0" 1'- 1 0" 1'- 1 0" 1'- 1 0" 1'- 5" 1'- 5" 1'- 5" 1'- 5" 1' - 9 1 / 4 " 1' - 9 1 / 4 " 1' - 9 1 / 4 " 1' - 9 1 / 4 " 1 2 0 .0 0 ° 1'- 3" 1'- 3" 1'- 3" 1'- 3" 8 5/ 8" 8 5/ 8" 8 5/ 8" 8 5/ 8" 1'- 5 1/4" 1'- 5 1/4" 1'- 5 1/4" 1'- 5 1/4" 2'- 2 3/ 8" 2'- 2 3/ 8" 2'- 2 3/ 8" 2'- 2 3/ 8"9 3/4" 9 3/4" 9 3/4" 9 3/4" 8 5/8" 8 5/8" 8 5/8" 8 5/8" 8 5/ 8" 8 5/ 8" 8 5/ 8" 8 5/ 8" 1 0 5/8" 1 0 5/8" 1 0 5/8" 1 0 5/8" 8"8"8"8" 5 5/8" 5 5/8" 5 5/8" 5 5/8" 4 7/8" 4 7/8" 4 7/8" 4 7/8" 1 1 3/ 4" 1 1 3/ 4" 1 1 3/ 4" 1 1 3/ 4" 1 2 0 . 0 0 °9'-11"9'-11"9'-11"9'-11" 22 W 4 EXIT STAIREXIT STAIREXIT STAIREXIT STAIR S20 A404 14 A404 15 A404 16 A404 18 A403 8 7 A309 3 A304 2 A304 4 A 08 A 4 A 4 08 4 POWER WALL REF: MILLWORK POWER WALL REF: MILLWORK FB09FB09FB09FB09 1' - 9 1/2"1' - 1"47' - 6 3/4" 4' - 0" 2' - 0"4' - 0" 2' - 0" 4' - 0" 2' - 0 1/2" 25' - 10 3/4"20' - 4"57' - 1 3/4" 7' - 8 3/4" 1 5' - 3 1/4" 6 A311 15 7 ' - 1 1 / 4 " 171' - 10" 7' - 8 3/4" 8' - 0" 7' - 9" 6 1' - 2" 1' - 3 1/2" 1 0' - 8 1/2" 1 2' - 0" 2 7' - 0" 102' - 6" 14' - 5 1/2" 116' - 11 1/2" 19'-9"19'-9"19'-9"19'-9"48'-4 1/2"48'-4 1/2"48'-4 1/2"48'-4 1/2" 5 5 5' - 0 " A403 5 A403 1 A403 2 M262 M278 A502 2 5 2 A306 6 A106 A215 15 A308 5 A403 9 A403 10 31 AU 08 A 08 A R4 01 01 01 01 AF R4 R4 44 44 4 A 4 A 4 A 4 A 4 A 44 A 4 A 4 A 4 A 4 A 4 A 4 AF 01 AF R4 4 A 4 A 4 A 4 A 4 A 4 A 4 A 4 A 122 08 08 A A3.4 A3.6 D.8 E.2 A1.5 4.7 5.8 6.5 6.6 X273 WALL TYPE 1:WALL TYPE 1:WALL TYPE 1:WALL TYPE 1: 5/8" GYPSUM BOARD, 3-5/8" X 20 GA. STEEL STUDS @ 1'-4" O.C., 5/8" GYPSUM BOARD. WALL TYPE 2:WALL TYPE 2:WALL TYPE 2:WALL TYPE 2: 5/8" TILE BACKER BOARD, (5/8" M.R. GYPSUM BOARD ABOVE WAINSCOT WHEN APPLICABLE RE: FINISH PLANS), 3-5/8" X 20 GA. STEEL STUDS @ 1'-4" O.C., 5/8" GYPSUM BOARD. WALL TYPE 3:WALL TYPE 3:WALL TYPE 3:WALL TYPE 3: 5/8" TILE BACKER BOARD, (5/8" M.R. GYPSUM BOARD ABOVE WAINSCOT WHEN APPLICABLE RE: FINISH PLANS), 3-5/8" x 20 GA. STEEL STUDS @ 1'-4" O.C., 5/8" TILE BACKER BOARD, (5/8" M.R. GYPSUM BOARD ABOVE WAINSCOT WHEN APPLICABLE RE: FINISH PLANS). WALL TYPE 4:WALL TYPE 4:WALL TYPE 4:WALL TYPE 4: 5/8" GYPSUM BOARD, 3-5/8" X 20 GA. STEEL STUDS @ 1'-4" O.C. WALL TYPE 5:WALL TYPE 5:WALL TYPE 5:WALL TYPE 5: 5/8" TILE BACKER BOARD, (5/8" M.R. GYPSUM BOARD ABOVE WAINSCOT WHEN APPLICABLE RE: FINISH PLANS), 3-5/8" X 20 GA. STEEL STUDS @ 1'-4" O.C. WALL TYPE 13:WALL TYPE 13:WALL TYPE 13:WALL TYPE 13: 5/8" TILE BACKER BOARD, (5/8" M.R. GYPSUM BOARD ABOVE WAINSCOT WHEN APPLICABLE RE: FINISH PLANS), 6" x 20 GA. STEEL STUDS @ 1'-4" O.C., 5/8" TILE BACKER BOARD, (5/8" M.R. GYPSUM BOARD ABOVE WAINSCOT WHEN APPLICABLE RE: FINISH PLANS). WALL TYPE 15:WALL TYPE 15:WALL TYPE 15:WALL TYPE 15: 5/8" TILE BACKER BOARD, (5/8" M.R. GYPSUM BOARD ABOVE WAINSCOT WHEN APPLICABLE RE: FINISH PLANS), 3-5/8" X 20 GA. STEEL STUDS @ 1'-4" O.C. WALL TYPE 21:WALL TYPE 21:WALL TYPE 21:WALL TYPE 21: 6" CONCRETE MASONRY UNIT SCHEDULED TO RECEIVE PAINT WALL TYPE 22:WALL TYPE 22:WALL TYPE 22:WALL TYPE 22: 8" CONCRETE MASONRY UNIT SCHEDULED TO RECEIVE PAINT INTERIOR WALLS 1.WHERE TILE FINISH OVER STUDS IS SHOWN, PROVIDE 5/8" CEMENT BACKER UNIT AT ALL TILE FINISHES. COORDINATE WITH FINISH SCHEDULE, INTERIOR ELEVATIONS, AND FINISH PLANS. 2.WHERE STUD WALLS ARE SHOWN PROVIDE CEMENTITIOUS BACKER UNIT AT ALL WET AREAS INCLUDING SHOWERS, POOL EQUIPMENT ROOM, MECHANICAL ROOM, AND WHIRLPOOLS. 3. UNLESS NOTED OTHERWISE, AND EXCEPT AT FIRE RATED, SOUND RATED PARTITIONS, PARTITIONS AND GYPSUM BOARD STOPS 6" ABOVE CEILING. CONTRACTORS TO BRACE TO STRUCTURE @ 4'-0" O.C. MAXIMUM ABOVE CEILING. 4.CMU WALLS TO EXTEND A MIN. OF 1'-0" ABOVE CEILING AND NEAREST COURSE. UNLESS NOTED AS FULL HEIGHT. 5.WALL TYPES ARE DESCRIBED BY THEIR PRIMARY COMPONENTS, BEGINNING ON THE UPPER SIDE OF THE GRAPHIC DESCRIPTION AND GOING DOWN THROUGH THE WALL. (WHERE DIFFERENT SHEATHING IS USED ON EACH SIDE OF A FRAMING MEMBER, REFER TO THE ROOM FINISH SCHEDULE TO IDENTIFY WHICH SIDE TO PLACE EACH SHEATHING TYPE.) 6.ALL WALLS ARE 3-5/8" X 20 GA. STUDS @ 1'-4" O.C. ( U.O.N. ) 7.USE TYPE "X" GYPSUM BOARD FOR ALL FIRE RATED WALLS. WALL TYPES GENERAL NOTES A. PROVIDE GYPSUM BOARD FULL HEIGHT TO STRUCTURE ABOVE. B. CMU UP TO STRUCTURE ABOVE. C. A SINGLE COURSE OF CONCRETE BLOCK OR 8" CONCRETE CURB UNDER THE STUD PARTITION. D. WALL UP TO 3'-7" A.F.F., PROVIDE 3"X3" VERTICAL STEEL ANGLE AT EDGES, CORNERS, AND 4'-0" C/C E. WALL UP TO 7'-0" A.F.F., PROVIDE 3"X3" VERTICAL STEEL ANGLE AT EDGES, CORNERS, AND 4'-0" C/C F. SOUND BATT INSULATION FULL WIDTH OF WALL CAVITY G. PROVIDE PLYWOOD BOARDS FULL HEIGHT TO STRUCTURE ABOVE. H. HIGH IMPACT GYP. BOARD UP TO 8'-0" A.F.F. J. WALLS WITH SOLID SURFACE CAP ABOVE. PROVIDE WIDTH OF WALL PLUS1" WITH EASED EDGES. K. WALL UP TO 9'-0" A.F.F., WITH RETURN GYP BD. M. MOISTURE RESISTANT GYP BD N.WALL UP TO 4'-6" A.F.F., PROVIDE 3"X3" VERTICAL STEEL ANGLE AT EDGES, CORNERS, AND 4'-0" C/C P.RIGID INSULATION AT ALL NON-GROUTED CAVITIES. Q WALL UP TO 4'-0" A.F.F., PROVIDE 3"X3" VERTICAL STEEL ANGLE AT EDGES, CORNERS, AND 4'-0" C/C U. UL# 465 NONBEARING WALL RATING 1 HR - TYPE X GYP BD EACH SIDE W. UL# 905 BEARING/NONBEARING RATING 2HR - UL MARK D-2 ON CMU AND TYPE X GYP AS INDCATED WALL TYPES SUFFIXES WALL TYPE 8:WALL TYPE 8:WALL TYPE 8:WALL TYPE 8: 5/8" GYPSUM BD 2.5" X 20 GA. STEEL STUDS @ 1'-4" O.C. WALL TYPE 9:WALL TYPE 9:WALL TYPE 9:WALL TYPE 9: 5/8" TILE BACKER BOARD, 1 5/8" X 20 GA. STEEL STUDS @ 1'-4" O.C. WALL TYPE 25:WALL TYPE 25:WALL TYPE 25:WALL TYPE 25: 6" CONCRETE MASONRY UNIT 7/8" HAT CHANEL 5/8" GYP WALL BD WALL TYPE 26:WALL TYPE 26:WALL TYPE 26:WALL TYPE 26: 8" CONCRETE MASONRY UNIT 7/8" HAT CHANEL 5/8" GYP WALL BD WALL TYPE 11:WALL TYPE 11:WALL TYPE 11:WALL TYPE 11: 5/8" GYPSUM BOARD, 6" x 18 GA. STEEL STUDS @ 1'-4" O.C., 5/8" GYPSUM BOARD, WALL TYPE 10:WALL TYPE 10:WALL TYPE 10:WALL TYPE 10: 5/8" GYPSUM BD 6" X 18 GA. STEEL STUDS @ 1'-4" O.C. WALL TYPE 12:WALL TYPE 12:WALL TYPE 12:WALL TYPE 12: 5/8" GYPSUM BOARD, 6" x 20 GA. STEEL STUDS @ 1'-4" O.C., 5/8" TILE BACKER BOARD, (5/8" M.R. GYPSUM BOARD ABOVE WAINSCOT WHEN APPLICABLE RE: FINISH PLANS). WALL TYPE 6:WALL TYPE 6:WALL TYPE 6:WALL TYPE 6: 2 LAYERS OF 5/8" GYPSUM BOARD, 3-5/8" X 20 GA. STEEL STUDS @ 1'-4" O.C. 2 LAYERS OF 5/8" GYPSUM BOARD, WALL TYPE 31:1 HOUR RATED UL 469WALL TYPE 31:1 HOUR RATED UL 469WALL TYPE 31:1 HOUR RATED UL 469WALL TYPE 31:1 HOUR RATED UL 469 5/8" WALLBOARD 2 1/2" MTL C-H STUDS @ 16" O.C. 1" FIRECODE WALLBOARD SHAFT LINER1" SHAFT LINER SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 4. 1. 10-31-16 PERMIT SET 12-19-16 BULLETIN #004 As indicated 12 / 1 6 / 2 0 1 6 1 1 : 5 9 : 1 4 A M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 UPPER LEVEL PLAN - NORTH A103 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/8" = 1'-0"1 UPPER LEVEL PLAN - NORTH N 4 4 A B C E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 EA EB EC ED EE EF 2 QQ 2 A301 9 10 EG EH 1 LL P M 3 4 6 7 8 AH NN 38 ' - 0 " 38 ' - 0 " 38 ' - 0 " 38 ' - 0 " 32 ' - 0 " 32 ' - 0 " 32 ' - 0 " 32 ' - 0 " 7.96.4 M. LOCKERSM. LOCKERSM. LOCKERSM. LOCKERS 231 W. LOCKERSW. LOCKERSW. LOCKERSW. LOCKERS 221 FAM CHANGINGFAM CHANGINGFAM CHANGINGFAM CHANGING 212 PARTYPARTYPARTYPARTY 211 POOL OFFICEPOOL OFFICEPOOL OFFICEPOOL OFFICE 256 POOL MECHPOOL MECHPOOL MECHPOOL MECH 253 ACTIVITY POOLACTIVITY POOLACTIVITY POOLACTIVITY POOL 001 15'-0"15'-0"15'-0"15'-0" 1'-4 3/8" 1'-4 3/8" 1'-4 3/8" 1'-4 3/8" 17'-8 3/8" 17'-8 3/8" 17'-8 3/8" 17'-8 3/8" 22'-6" 22'-6" 22'-6" 22'-6" 9'-8" 9'-8" 9'-8" 9'-8" 9'-8" 9'-8" 9'-8" 9'-8" 22'-6" 22'-6" 22'-6" 22'-6" 7'-10" 7'-10" 7'-10" 7'-10" W. LOCKERSW. LOCKERSW. LOCKERSW. LOCKERS 221 INDOOR PLAYINDOOR PLAYINDOOR PLAYINDOOR PLAY 205 M. SHOWERSM. SHOWERSM. SHOWERSM. SHOWERS 232 FOYERFOYERFOYERFOYER A101 W. SHOWERSW. SHOWERSW. SHOWERSW. SHOWERS 222 JANJANJANJAN 229 QUICKQUICKQUICKQUICK CHANGECHANGECHANGECHANGE QUICKQUICKQUICKQUICK CHANGECHANGECHANGECHANGE A401 3 EXIST LAUNDRYEXIST LAUNDRYEXIST LAUNDRYEXIST LAUNDRY A111EXIST POOL MECHEXIST POOL MECHEXIST POOL MECHEXIST POOL MECH A112 EXIST ELECEXIST ELECEXIST ELECEXIST ELEC A113 EXIST POOL EQUIPEXIST POOL EQUIPEXIST POOL EQUIPEXIST POOL EQUIP A114 EXIST CHEMEXIST CHEMEXIST CHEMEXIST CHEM A115 EXIST NATATORIUMEXIST NATATORIUMEXIST NATATORIUMEXIST NATATORIUM A110 EXIST POOL DECKEXIST POOL DECKEXIST POOL DECKEXIST POOL DECK A109 POOL STORAGEPOOL STORAGEPOOL STORAGEPOOL STORAGE A108 M. TEAM LOCKERM. TEAM LOCKERM. TEAM LOCKERM. TEAM LOCKER A107 MECHANICALMECHANICALMECHANICALMECHANICAL A102 W. TEAM LOCKERSW. TEAM LOCKERSW. TEAM LOCKERSW. TEAM LOCKERS A106 POOL STORAGEPOOL STORAGEPOOL STORAGEPOOL STORAGE 255 CIRCCIRCCIRCCIRC 259 LOBBYLOBBYLOBBYLOBBY 202 ELECELECELECELEC 254 GUARD CHGGUARD CHGGUARD CHGGUARD CHG 257 GUARDSGUARDSGUARDSGUARDS 258 FIRST AIDFIRST AIDFIRST AIDFIRST AID OFFICEOFFICEOFFICEOFFICE 206 KIDS TKIDS TKIDS TKIDS T 207 KID WATCHKID WATCHKID WATCHKID WATCH 288 VESTIBULEVESTIBULEVESTIBULEVESTIBULE 201 NJ 6 A301 A401 7 1 A302 A115A A114A X201 212B 213 251A253B A102 X205B 214 215 216 229A 229B A103 211B 255 207 257 256 258 270 205A 254B ACR1ACR1ACR1ACR1 213 ACR2ACR2ACR2ACR2 214 CHGCHGCHGCHG 215 ACR3ACR3ACR3ACR3 216 STORAGESTORAGESTORAGESTORAGE A105 28'-3" L DECORATIVE METAL RAILING, SEE DETAIL SHEET A501 DECORATIVE METAL RAILING 4 A302 1 A307 3 A302 2 A303 4 A307 206 LOW WALLLOW WALLLOW WALLLOW WALL AND GATEAND GATEAND GATEAND GATE 2 A302 5 A307 202 231 M. LOCKERS 2M. LOCKERS 2M. LOCKERS 2M. LOCKERS 2 A103 A201 5 A2121 3 2 4 A211 5 63 A211 4 2 M. TOILETSM. TOILETSM. TOILETSM. TOILETS 233 A2153 1 2 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 2' - 8 " 2' - 8 " 2' - 8 " 2' - 8 " 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 7' - 0 " 7' - 0 " 7' - 0 " 7' - 0 " 8' - 4 " 8' - 4 " 8' - 4 " 8' - 4 " 6' - 0 " 6' - 0 " 6' - 0 " 6' - 0 " 12 ' - 8 " 12 ' - 8 " 12 ' - 8 " 12 ' - 8 " 2 A307 3 A307 M202 M233 M223 W. TOILETSW. TOILETSW. TOILETSW. TOILETS 223 M288 22 B 15 A 15 A 21 22 B 22 B 22 01 AF 01 AF 01 FA23FA23FA23FA23 01 AF 01 AF 22 B 22 B 22 B 01 AFH 22 BW H12C H8C W 11 AF 22 B 22 B 26 BHW 26 BHW 221A X254 X253 MA106 M203 10'-9"10'-9"10'-9"10'-9" M221 M231.1 INFILL WALL HT IS ~ 8'-8" TO BOTTOM OF EXISTING GLULAM - VERIFY IN FIELD ALL NEW WALLS IN EXISTING BUILDING CONTINUE TO STRUCTURE VESTIBULEVESTIBULEVESTIBULEVESTIBULE A104 A104A A104B 2 0 ' - 0 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 8' - 4 1 / 4 " 8' - 4 1 / 4 " 8' - 4 1 / 4 " 8' - 4 1 / 4 " 7'-9 5/8" 7'-9 5/8" 7'-9 5/8" 7'-9 5/8" FB10FB10FB10FB10 FB14FB14FB14FB14FB14FB14FB14FB14FB14FB14FB14FB14FB14FB14FB14FB14 FB13FB13FB13FB13 FB12FB12FB12FB12 22 BW 44 44 FB08FB08FB08FB08 FB07FB07FB07FB07 22 B 22 B 22 B 22 B 22 B FB11FB11FB11FB11 19'-9"19'-9"19'-9"19'-9" 2'-4 1/2"2'-4 1/2"2'-4 1/2"2'-4 1/2" 6'-0"6'-0"6'-0"6'-0" 6'-0"6'-0"6'-0"6'-0" 6'-0"6'-0"6'-0"6'-0" 6'-0"6'-0"6'-0"6'-0" 6'-0"6'-0"6'-0"6'-0" 6'-0"6'-0"6'-0"6'-0" 6'-0"6'-0"6'-0"6'-0" 4'-0"4'-0"4'-0"4'-0" 1'-3 5/8"1'-3 5/8"1'-3 5/8"1'-3 5/8" 10'-2 3/8"10'-2 3/8"10'-2 3/8"10'-2 3/8" 7'-5 5/8" 7'-5 5/8" 7'-5 5/8" 7'-5 5/8" 1 2 0 . 0 0 ° 5' - 1 5 / 8 " 5' - 1 5 / 8 " 5' - 1 5 / 8 " 5' - 1 5 / 8 " 2'- 0" 2'- 0" 2'- 0" 2'- 0" 8'- 0" 8'- 0" 8'- 0" 8'- 0" 1'- 5 1/8" 1'- 5 1/8" 1'- 5 1/8" 1'- 5 1/8" 3' - 1 0 1 / 2 " 3' - 1 0 1 / 2 " 3' - 1 0 1 / 2 " 3' - 1 0 1 / 2 " 2' - 1 1 1 / 2 " 2' - 1 1 1 / 2 " 2' - 1 1 1 / 2 " 2' - 1 1 1 / 2 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 3' - 1 0 1 / 4 " 3' - 1 0 1 / 4 " 3' - 1 0 1 / 4 " 3' - 1 0 1 / 4 " 6' - 1 7 / 8 " 6' - 1 7 / 8 " 6' - 1 7 / 8 " 6' - 1 7 / 8 " 7 A301 FB16FB16FB16FB16262R5 6'-6" 6'-6" 6'-6" 6'-6" 6'-4 3/8"6'-4 3/8"6'-4 3/8"6'-4 3/8" 11 5/8"11 5/8"11 5/8"11 5/8" 9'-4"9'-4"9'-4"9'-4" 8'-8"8'-8"8'-8"8'-8"23'-8"23'-8"23'-8"23'-8"3'-8 3/8"3'-8 3/8"3'-8 3/8"3'-8 3/8" 1'-8"1'-8"1'-8"1'-8" 6'-7 5/8"6'-7 5/8"6'-7 5/8"6'-7 5/8"9'-0"9'-0"9'-0"9'-0" 1'-8"1'-8"1'-8"1'-8" 11'-8"11'-8"11'-8"11'-8" 1'-7 5/8"1'-7 5/8"1'-7 5/8"1'-7 5/8" 7'-0 3/8"7'-0 3/8"7'-0 3/8"7'-0 3/8" 10 5/8"10 5/8"10 5/8"10 5/8" 7' - 4 1 / 2 " 7' - 4 1 / 2 " 7' - 4 1 / 2 " 7' - 4 1 / 2 " 7' - 4 " 7' - 4 " 7' - 4 " 7' - 4 " 8"8"8"8" 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 16 ' - 0 " 16 ' - 0 " 16 ' - 0 " 16 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 12 ' - 9 3 / 8 " 12 ' - 9 3 / 8 " 12 ' - 9 3 / 8 " 12 ' - 9 3 / 8 " 19 ' - 2 5 / 8 " 19 ' - 2 5 / 8 " 19 ' - 2 5 / 8 " 19 ' - 2 5 / 8 " 5 7 / 8 " 5 7 / 8 " 5 7 / 8 " 5 7 / 8 " 8 7 .5 0 ° 1'-4"1'-4"1'-4"1'-4" 6"6"6"6" 8"8"8"8" 6"6"6"6" 8"8"8"8" 8"8"8"8"6"6"6"6" A401 8 1 A216 3 4 A304 NATORIUMNATORIUMNATORIUMNATORIUM 251 X251A X251 10' - 0" 8' - 0" S12C FB22FB22FB22FB22 A309 3 FA09FA09FA09FA09 FA19FA19FA19FA19 FA20FA20FA20FA20 FA21FA21FA21FA21 FA22FA22FA22FA22 FA24FA24FA24FA24 1 1 2 0 . 0 0 ° 2 0 ' - 0 " 1 2 ' - 0 " 1 2' - 0 " 8' - 0 " 8' - 0 " 8' - 0 " 8' - 0 " A204 1 1 2 0 . 0 0 °9'-11"9'-11"9'-11"9'-11" 12'-10 3/4"12'-10 3/4"12'-10 3/4"12'-10 3/4" 22 W 212 A108 A404 17 A404 18 A107A A107B A107C 3 A304 2 A304 205B M206 ALUM. LADDERALUM. LADDERALUM. LADDERALUM. LADDER AND RAILINGAND RAILINGAND RAILINGAND RAILING M205 01 DJ 01 JN 01 DJ 22 B FB09FB09FB09FB09 5'-0"5'-0"5'-0"5'-0" 10'-4 1/2"10'-4 1/2"10'-4 1/2"10'-4 1/2" 19'-9"19'-9"19'-9"19'-9"48'-4 1/2"48'-4 1/2"48'-4 1/2"48'-4 1/2"11'-6"11'-6"11'-6"11'-6" 11'-6"11'-6"11'-6"11'-6"17'-6"17'-6"17'-6"17'-6" 3'-0"3'-0"3'-0"3'-0" 30'-0"30'-0"30'-0"30'-0"15'-0"15'-0"15'-0"15'-0" 7'-10"7'-10"7'-10"7'-10"5'-8"5'-8"5'-8"5'-8" 28'-0"28'-0"28'-0"28'-0" 10'-2"10'-2"10'-2"10'-2"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"10'-9 5/8"10'-9 5/8"10'-9 5/8"10'-9 5/8" 32'-0 3/8"32'-0 3/8"32'-0 3/8"32'-0 3/8" 171'-6"171'-6"171'-6"171'-6" 7' - 0 " 7' - 0 " 7' - 0 " 7' - 0 " 31 ' - 0 " 31 ' - 0 " 31 ' - 0 " 31 ' - 0 " 14 ' - 0 " 14 ' - 0 " 14 ' - 0 " 14 ' - 0 " 18 ' - 0 " 18 ' - 0 " 18 ' - 0 " 18 ' - 0 " 186'-8 1/2"186'-8 1/2"186'-8 1/2"186'-8 1/2" 10 0 ' - 6 " 10 0 ' - 6 " 10 0 ' - 6 " 10 0 ' - 6 " 11 ' - 4 " 11 ' - 4 " 11 ' - 4 " 11 ' - 4 " 1' - 5 3 / 8 " 1' - 5 3 / 8 " 1' - 5 3 / 8 " 1' - 5 3 / 8 " 1' - 9 3 / 8 " 1' - 9 3 / 8 " 1' - 9 3 / 8 " 1' - 9 3 / 8 " 18 ' - 4 " 18 ' - 4 " 18 ' - 4 " 18 ' - 4 " 13 ' - 0 3 / 4 " 13 ' - 0 3 / 4 " 13 ' - 0 3 / 4 " 13 ' - 0 3 / 4 " 19 ' - 8 5 / 8 " 19 ' - 8 5 / 8 " 19 ' - 8 5 / 8 " 19 ' - 8 5 / 8 " 16 ' - 0 " 16 ' - 0 " 16 ' - 0 " 16 ' - 0 " 1' - 1 " 1' - 1 " 1' - 1 " 1' - 1 " 1' - 7 " 1' - 7 " 1' - 7 " 1' - 7 " 3' - 4 " 3' - 4 " 3' - 4 " 3' - 4 " 4' - 8 1 / 8 " 4' - 8 1 / 8 " 4' - 8 1 / 8 " 4' - 8 1 / 8 " 6' - 3 " 6' - 3 " 6' - 3 " 6' - 3 " 5 A403 3 M262 2' - 8 " 2' - 8 " 2' - 8 " 2' - 8 " 3' - 4 " 3' - 4 " 3' - 4 " 3' - 4 " 5' - 4 " 5' - 4 " 5' - 4 " 5' - 4 " 3' - 4 " 3' - 4 " 3' - 4 " 3' - 4 " 4' - 8 " 4' - 8 " 4' - 8 " 4' - 8 " 2 A106 6 A106 XA110 A403 7 A403 9 A308 9 A403 12 A212 5 232 289 HATCHHATCHHATCHHATCH ABOVEABOVEABOVEABOVE R6 S6S N 22 BW 22 BW 22 BW 22 BW 44 44 POOL DECK ENTRYPOOL DECK ENTRYPOOL DECK ENTRYPOOL DECK ENTRY A109A 2 4'-5 1/2"4'-5 1/2"4'-5 1/2"4'-5 1/2" V.I.F.V.I.F.V.I.F.V.I.F. 4'-5 1/2"4'-5 1/2"4'-5 1/2"4'-5 1/2" V.I.F.V.I.F.V.I.F.V.I.F. 122 4 22 22 22 8' - 8 " 8' - 8 " 8' - 8 " 8' - 8 " 12 ' - 4 " 12 ' - 4 " 12 ' - 4 " 12 ' - 4 " 8' - 0 " 8' - 0 " 8' - 0 " 8' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 3'-2"3'-2"3'-2"3'-2" 1'-0"1'-0"1'-0"1'-0" 8 / A1068 / A1068 / A1068 / A106 1 7 ' - 6 3 /8 " 2 3/8"2 3/8"2 3/8"2 3/8" 4' - 0 1 / 2 " 4' - 0 1 / 2 " 4' - 0 1 / 2 " 4' - 0 1 / 2 " A404 20 4.7 5.8 6.5 WALL TYPE 1:WALL TYPE 1:WALL TYPE 1:WALL TYPE 1: 5/8" GYPSUM BOARD, 3-5/8" X 20 GA. STEEL STUDS @ 1'-4" O.C., 5/8" GYPSUM BOARD. WALL TYPE 2:WALL TYPE 2:WALL TYPE 2:WALL TYPE 2: 5/8" TILE BACKER BOARD, (5/8" M.R. GYPSUM BOARD ABOVE WAINSCOT WHEN APPLICABLE RE: FINISH PLANS), 3-5/8" X 20 GA. STEEL STUDS @ 1'-4" O.C., 5/8" GYPSUM BOARD. WALL TYPE 3:WALL TYPE 3:WALL TYPE 3:WALL TYPE 3: 5/8" TILE BACKER BOARD, (5/8" M.R. GYPSUM BOARD ABOVE WAINSCOT WHEN APPLICABLE RE: FINISH PLANS), 3-5/8" x 20 GA. STEEL STUDS @ 1'-4" O.C., 5/8" TILE BACKER BOARD, (5/8" M.R. GYPSUM BOARD ABOVE WAINSCOT WHEN APPLICABLE RE: FINISH PLANS). WALL TYPE 4:WALL TYPE 4:WALL TYPE 4:WALL TYPE 4: 5/8" GYPSUM BOARD, 3-5/8" X 20 GA. STEEL STUDS @ 1'-4" O.C. WALL TYPE 5:WALL TYPE 5:WALL TYPE 5:WALL TYPE 5: 5/8" TILE BACKER BOARD, (5/8" M.R. GYPSUM BOARD ABOVE WAINSCOT WHEN APPLICABLE RE: FINISH PLANS), 3-5/8" X 20 GA. STEEL STUDS @ 1'-4" O.C. WALL TYPE 13:WALL TYPE 13:WALL TYPE 13:WALL TYPE 13: 5/8" TILE BACKER BOARD, (5/8" M.R. GYPSUM BOARD ABOVE WAINSCOT WHEN APPLICABLE RE: FINISH PLANS), 6" x 20 GA. STEEL STUDS @ 1'-4" O.C., 5/8" TILE BACKER BOARD, (5/8" M.R. GYPSUM BOARD ABOVE WAINSCOT WHEN APPLICABLE RE: FINISH PLANS). WALL TYPE 15:WALL TYPE 15:WALL TYPE 15:WALL TYPE 15: 5/8" TILE BACKER BOARD, (5/8" M.R. GYPSUM BOARD ABOVE WAINSCOT WHEN APPLICABLE RE: FINISH PLANS), 3-5/8" X 20 GA. STEEL STUDS @ 1'-4" O.C. WALL TYPE 21:WALL TYPE 21:WALL TYPE 21:WALL TYPE 21: 6" CONCRETE MASONRY UNIT SCHEDULED TO RECEIVE PAINT WALL TYPE 22:WALL TYPE 22:WALL TYPE 22:WALL TYPE 22: 8" CONCRETE MASONRY UNIT SCHEDULED TO RECEIVE PAINT INTERIOR WALLS 1.WHERE TILE FINISH OVER STUDS IS SHOWN, PROVIDE 5/8" CEMENT BACKER UNIT AT ALL TILE FINISHES. COORDINATE WITH FINISH SCHEDULE, INTERIOR ELEVATIONS, AND FINISH PLANS. 2.WHERE STUD WALLS ARE SHOWN PROVIDE CEMENTITIOUS BACKER UNIT AT ALL WET AREAS INCLUDING SHOWERS, POOL EQUIPMENT ROOM, MECHANICAL ROOM, AND WHIRLPOOLS. 3. UNLESS NOTED OTHERWISE, AND EXCEPT AT FIRE RATED, SOUND RATED PARTITIONS, PARTITIONS AND GYPSUM BOARD STOPS 6" ABOVE CEILING. CONTRACTORS TO BRACE TO STRUCTURE @ 4'-0" O.C. MAXIMUM ABOVE CEILING. 4.CMU WALLS TO EXTEND A MIN. OF 1'-0" ABOVE CEILING AND NEAREST COURSE. UNLESS NOTED AS FULL HEIGHT. 5.WALL TYPES ARE DESCRIBED BY THEIR PRIMARY COMPONENTS, BEGINNING ON THE UPPER SIDE OF THE GRAPHIC DESCRIPTION AND GOING DOWN THROUGH THE WALL. (WHERE DIFFERENT SHEATHING IS USED ON EACH SIDE OF A FRAMING MEMBER, REFER TO THE ROOM FINISH SCHEDULE TO IDENTIFY WHICH SIDE TO PLACE EACH SHEATHING TYPE.) 6.ALL WALLS ARE 3-5/8" X 20 GA. STUDS @ 1'-4" O.C. ( U.O.N. ) 7.USE TYPE "X" GYPSUM BOARD FOR ALL FIRE RATED WALLS. WALL TYPES GENERAL NOTES A. PROVIDE GYPSUM BOARD FULL HEIGHT TO STRUCTURE ABOVE. B. CMU UP TO STRUCTURE ABOVE. C. A SINGLE COURSE OF CONCRETE BLOCK OR 8" CONCRETE CURB UNDER THE STUD PARTITION. D. WALL UP TO 3'-7" A.F.F., PROVIDE 3"X3" VERTICAL STEEL ANGLE AT EDGES, CORNERS, AND 4'-0" C/C E. WALL UP TO 7'-0" A.F.F., PROVIDE 3"X3" VERTICAL STEEL ANGLE AT EDGES, CORNERS, AND 4'-0" C/C F. SOUND BATT INSULATION FULL WIDTH OF WALL CAVITY G. PROVIDE PLYWOOD BOARDS FULL HEIGHT TO STRUCTURE ABOVE. H. HIGH IMPACT GYP. BOARD UP TO 8'-0" A.F.F. J. WALLS WITH SOLID SURFACE CAP ABOVE. PROVIDE WIDTH OF WALL PLUS1" WITH EASED EDGES. K. WALL UP TO 9'-0" A.F.F., WITH RETURN GYP BD. M. MOISTURE RESISTANT GYP BD N.WALL UP TO 4'-6" A.F.F., PROVIDE 3"X3" VERTICAL STEEL ANGLE AT EDGES, CORNERS, AND 4'-0" C/C P.RIGID INSULATION AT ALL NON-GROUTED CAVITIES. Q WALL UP TO 4'-0" A.F.F., PROVIDE 3"X3" VERTICAL STEEL ANGLE AT EDGES, CORNERS, AND 4'-0" C/C U. UL# 465 NONBEARING WALL RATING 1 HR - TYPE X GYP BD EACH SIDE W. UL# 905 BEARING/NONBEARING RATING 2HR - UL MARK D-2 ON CMU AND TYPE X GYP AS INDCATED WALL TYPES SUFFIXES WALL TYPE 8:WALL TYPE 8:WALL TYPE 8:WALL TYPE 8: 5/8" GYPSUM BD 2.5" X 20 GA. STEEL STUDS @ 1'-4" O.C. WALL TYPE 9:WALL TYPE 9:WALL TYPE 9:WALL TYPE 9: 5/8" TILE BACKER BOARD, 1 5/8" X 20 GA. STEEL STUDS @ 1'-4" O.C. WALL TYPE 25:WALL TYPE 25:WALL TYPE 25:WALL TYPE 25: 6" CONCRETE MASONRY UNIT 7/8" HAT CHANEL 5/8" GYP WALL BD WALL TYPE 26:WALL TYPE 26:WALL TYPE 26:WALL TYPE 26: 8" CONCRETE MASONRY UNIT 7/8" HAT CHANEL 5/8" GYP WALL BD WALL TYPE 11:WALL TYPE 11:WALL TYPE 11:WALL TYPE 11: 5/8" GYPSUM BOARD, 6" x 18 GA. STEEL STUDS @ 1'-4" O.C., 5/8" GYPSUM BOARD, WALL TYPE 10:WALL TYPE 10:WALL TYPE 10:WALL TYPE 10: 5/8" GYPSUM BD 6" X 18 GA. STEEL STUDS @ 1'-4" O.C. WALL TYPE 12:WALL TYPE 12:WALL TYPE 12:WALL TYPE 12: 5/8" GYPSUM BOARD, 6" x 20 GA. STEEL STUDS @ 1'-4" O.C., 5/8" TILE BACKER BOARD, (5/8" M.R. GYPSUM BOARD ABOVE WAINSCOT WHEN APPLICABLE RE: FINISH PLANS). WALL TYPE 6:WALL TYPE 6:WALL TYPE 6:WALL TYPE 6: 2 LAYERS OF 5/8" GYPSUM BOARD, 3-5/8" X 20 GA. STEEL STUDS @ 1'-4" O.C. 2 LAYERS OF 5/8" GYPSUM BOARD, WALL TYPE 31:1 HOUR RATED UL 469WALL TYPE 31:1 HOUR RATED UL 469WALL TYPE 31:1 HOUR RATED UL 469WALL TYPE 31:1 HOUR RATED UL 469 5/8" WALLBOARD 2 1/2" MTL C-H STUDS @ 16" O.C. 1" FIRECODE WALLBOARD SHAFT LINER1" SHAFT LINER SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 4. 1. 10-31-16 PERMIT SET 12-19-16 BULLETIN #004 As indicated 12 / 1 6 / 2 0 1 6 1 1 : 5 9 : 2 3 A M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 UPPER LEVEL PLAN - SOUTH A104 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/8" = 1'-0"1 UPPER LEVEL PLAN- SOUTH N 4 4 VERIFY SELF-CLOSING AND 45-MIN. RATED OPENING 4 UP A B C UP 2 A B 1 A301 2 A301 3 A301 9 10 4 A301 5 A301 1 LL M 3 4 6 7 A4 A5 8 AE AD M.6 AH C D E F G K N A2 A3 AG AF 6.4 6 A301 3 A302 2 A303 6 A303 2 A302 A.1 B.7 H J J.3 6 A310 2'-0"2'-0"2'-0"2'-0" 4 A305 3 A307 1 A305 2 A305 4 A304 FA25FA25FA25FA25 FA25FA25FA25FA25 FA26FA26FA26FA26 FA26FA26FA26FA26 FA26FA26FA26FA26 FA26FA26FA26FA26 FA26FA26FA26FA26 FA25FA25FA25FA25 7 A309 3 A3042 A304 11'-4"11'-4"11'-4"11'-4" 15'-0"15'-0"15'-0"15'-0" 15'-0"15'-0"15'-0"15'-0" 13'-10"13'-10"13'-10"13'-10" 13'-10"13'-10"13'-10"13'-10" SLO PE AT THIS ED GE = 1/4" PER FT SLO PE AT THIS ED GE = 1/4" PER FT SLO PE AT THIS ED GE = 1/4" PER FT SLO PE AT THIS ED GE = 1/4" PER FT 9b A311 19'-9"19'-9"19'-9"19'-9"24'-10 1/2"24'-10 1/2"24'-10 1/2"24'-10 1/2"23'-6"23'-6"23'-6"23'-6"23'-0"23'-0"23'-0"23'-0"20'-6"20'-6"20'-6"20'-6" 15 6 ' - 8 1 / 2 " 15 6 ' - 8 1 / 2 " 15 6 ' - 8 1 / 2 " 15 6 ' - 8 1 / 2 " 5 8'-2"8'-2"8'-2"8'-2" 8'-0"8'-0"8'-0"8'-0" 6 A106 A308 11 4'-0"4'-0"4'-0"4'-0" 9'-0"9'-0"9'-0"9'-0" 3'-0"3'-0"3'-0"3'-0" 9'-0"9'-0"9'-0"9'-0" 14'-2"14'-2"14'-2"14'-2" 1'-4 1/2"1'-4 1/2"1'-4 1/2"1'-4 1/2"7 1/2"7 1/2"7 1/2"7 1/2"17'-11 1/2"17'-11 1/2"17'-11 1/2"17'-11 1/2" 1'-2"1'-2"1'-2"1'-2"1'-2"1'-2"1'-2"1'-2" 12'-4"12'-4"12'-4"12'-4" 9'-0"9'-0"9'-0"9'-0" 1'-8"1'-8"1'-8"1'-8" 1'-2"1'-2"1'-2"1'-2" 42 ' - 0 " 42 ' - 0 " 42 ' - 0 " 42 ' - 0 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 18 ' - 0 " 18 ' - 0 " 18 ' - 0 " 18 ' - 0 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 18 ' - 0 " 18 ' - 0 " 18 ' - 0 " 18 ' - 0 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 18 ' - 0 " 18 ' - 0 " 18 ' - 0 " 18 ' - 0 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 18 ' - 0 " 18 ' - 0 " 18 ' - 0 " 18 ' - 0 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 18 ' - 0 " 18 ' - 0 " 18 ' - 0 " 18 ' - 0 " 1' - 4 " 1' - 4 " 1' - 4 " 1' - 4 " 8' - 6 " 8' - 6 " 8' - 6 " 8' - 6 " 1' - 4 1 / 2 " 1' - 4 1 / 2 " 1' - 4 1 / 2 " 1' - 4 1 / 2 " 22 ' - 0 " 22 ' - 0 " 22 ' - 0 " 22 ' - 0 " 15 ' - 0 " 15 ' - 0 " 15 ' - 0 " 15 ' - 0 " 6' - 0 " 6' - 0 " 6' - 0 " 6' - 0 " 8' - 3 3 / 8 " 8' - 3 3 / 8 " 8' - 3 3 / 8 " 8' - 3 3 / 8 " 12 ' - 8 5 / 8 " 12 ' - 8 5 / 8 " 12 ' - 8 5 / 8 " 12 ' - 8 5 / 8 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 20 ' - 1 0 " 20 ' - 1 0 " 20 ' - 1 0 " 20 ' - 1 0 " 5' - 9 " 5' - 9 " 5' - 9 " 5' - 9 " 2' - 9 " 2' - 9 " 2' - 9 " 2' - 9 " 20 ' - 1 0 " 20 ' - 1 0 " 20 ' - 1 0 " 20 ' - 1 0 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 42 ' - 6 " 42 ' - 6 " 42 ' - 6 " 42 ' - 6 " 5'-0"5'-0"5'-0"5'-0"10'-4 1/2"10'-4 1/2"10'-4 1/2"10'-4 1/2" 14 ' - 0 " 14 ' - 0 " 14 ' - 0 " 14 ' - 0 " 18 ' - 0 " 18 ' - 0 " 18 ' - 0 " 18 ' - 0 " 24'-0" 24'-0" 24'-0" 24'-0" 1'-0" 1'-0" 1'-0" 1'-0" 22'-0" 22'-0" 22'-0" 22'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 4'- 1" 4'- 1" 4'- 1" 4'- 1" 1'- 5" 1'- 5" 1'- 5" 1'- 5" T.O. STEEL:T.O. STEEL:T.O. STEEL:T.O. STEEL: ELEV 15'-0" @ELEV 15'-0" @ELEV 15'-0" @ELEV 15'-0" @ RIDGE ON GRID 7RIDGE ON GRID 7RIDGE ON GRID 7RIDGE ON GRID 7 RI D G E RI D G E RI D G E RI D G E RI D G E RI D G E RI D G E RI D G E SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 2 : 4 7 : 3 1 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 CLERESTORY PLAN A105 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/8" = 1'-0"1 CLERESTORY PLAN PLAN CUT AT ELEV 19'-0" A B C E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 EA EB EC ED EE EF 2 A B Q 1 A301 1 A301 2 A301 2 A301 3 A301 9 10 1/2" / 12 " 1/2" / 12 " 1/2" / 12 " 1/2" / 12 " 1/2" / 12 " 1/2" / 12 " 1/2" / 12 " 1/2" / 12 " 4 A301 5 A301 EG EH 34' - 6"34' - 6"34' - 6"34' - 6" 11' - 4 3/8"11' - 4 3/8"11' - 4 3/8"11' - 4 3/8" 1 LL P MM 3 4 6 7 A1 A4 AB A5 8 AE AD M.6 AH AC C D E F G K N A2 A3 AG AF AA 28' - 11"28' - 11"28' - 11"28' - 11" 3" / 1 2 " 3" / 1 2 " 3" / 1 2 " 3" / 1 2 " 24' - 0"24' - 0"24' - 0"24' - 0" PARAPET 5' - 1"5' - 1"5' - 1"5' - 1" 3" / 1 2 " 3" / 1 2 " 3" / 1 2 " 3" / 1 2 " 11' - 6 3/4"11' - 6 3/4"11' - 6 3/4"11' - 6 3/4" 6.4 12 " / 1 2 " 12 " / 1 2 " 12 " / 1 2 " 12 " / 1 2 " 12" / 12"12" / 12"12" / 12"12" / 12" 1/4" PER FT1/4" PER FT1/4" PER FT1/4" PER FT 1/4" PER FT1/4" PER FT1/4" PER FT1/4" PER FT 1/4" PER FT1/4" PER FT1/4" PER FT1/4" PER FT 1/4" PER FT1/4" PER FT1/4" PER FT1/4" PER FT GUTTERGUTTERGUTTERGUTTER GU T T E R GU T T E R GU T T E R GU T T E R GUTTERGUTTERGUTTERGUTTER G UTTER G UTTER G UTTER G UTTER NJ 6" / 1 2" 6" / 1 2" 6" / 1 2" 6" / 1 2" 6 A301 ROOF LADDER:ROOF LADDER:ROOF LADDER:ROOF LADDER: REC ROOF TOREC ROOF TOREC ROOF TOREC ROOF TO OFFICE ROOFOFFICE ROOFOFFICE ROOFOFFICE ROOF ROOF HATCHROOF HATCHROOF HATCHROOF HATCH 1 A302 4 A302 1 A307 3 A302 2 A303 6 A303 4 A307 2 A302 A.1 H J J.3 6 A310 12 1/4" PER FT1/4" PER FT1/4" PER FT1/4" PER FT ROOF HATCHROOF HATCHROOF HATCHROOF HATCH T.O. STEEL:T.O. STEEL:T.O. STEEL:T.O. STEEL: 20'-3" @ GRID 320'-3" @ GRID 320'-3" @ GRID 320'-3" @ GRID 3 T.O. STEEL:T.O. STEEL:T.O. STEEL:T.O. STEEL: ELEV 23'-9" @ INSIDEELEV 23'-9" @ INSIDEELEV 23'-9" @ INSIDEELEV 23'-9" @ INSIDE FACE OF WALLFACE OF WALLFACE OF WALLFACE OF WALL T.O. STEEL:T.O. STEEL:T.O. STEEL:T.O. STEEL: ELEV 15'-0" @ELEV 15'-0" @ELEV 15'-0" @ELEV 15'-0" @ RIDGE ON GRID 7RIDGE ON GRID 7RIDGE ON GRID 7RIDGE ON GRID 7 T.O. STEEL:T.O. STEEL:T.O. STEEL:T.O. STEEL: ELEV -3'-0" @ELEV -3'-0" @ELEV -3'-0" @ELEV -3'-0" @ RIDGE ON GRID A2RIDGE ON GRID A2RIDGE ON GRID A2RIDGE ON GRID A2 RIDGE RIDGE RIDGE RIDGE RI D G E RI D G E RI D G E RI D G E RI D G E RI D G E RI D G E RI D G E RI D G E RI D G E RI D G E RI D G E T.O. STEEL:T.O. STEEL:T.O. STEEL:T.O. STEEL: ELEV 15'-0" @ELEV 15'-0" @ELEV 15'-0" @ELEV 15'-0" @ RIDGE ON GRID 7RIDGE ON GRID 7RIDGE ON GRID 7RIDGE ON GRID 7 GUTTERGUTTERGUTTERGUTTER A106 3 A106 4 T.O. STEEL:T.O. STEEL:T.O. STEEL:T.O. STEEL: ELEV 15'-0"ELEV 15'-0"ELEV 15'-0"ELEV 15'-0" T.O. STEEL:T.O. STEEL:T.O. STEEL:T.O. STEEL: ELEV 15'-0"ELEV 15'-0"ELEV 15'-0"ELEV 15'-0" FOR HIDDEN PORTIONSFOR HIDDEN PORTIONSFOR HIDDEN PORTIONSFOR HIDDEN PORTIONS OF FLAT ROOF SEEOF FLAT ROOF SEEOF FLAT ROOF SEEOF FLAT ROOF SEE CLERESTORY PLANCLERESTORY PLANCLERESTORY PLANCLERESTORY PLAN 1/4" PER FT1/4" PER FT1/4" PER FT1/4" PER FT GUTTERGUTTERGUTTERGUTTER FOR SLOPE OF THISFOR SLOPE OF THISFOR SLOPE OF THISFOR SLOPE OF THIS ROOF SEEROOF SEEROOF SEEROOF SEE CLERESTORY PLANCLERESTORY PLANCLERESTORY PLANCLERESTORY PLAN 5 5 1/4" PER FT 1/4" PER FT 1/4" PER FT 1/4" PER FT ROOF PADSROOF PADSROOF PADSROOF PADS ROOF LADDER:ROOF LADDER:ROOF LADDER:ROOF LADDER: GYM ROOF TOGYM ROOF TOGYM ROOF TOGYM ROOF TO OFFICE ROOFOFFICE ROOFOFFICE ROOFOFFICE ROOF ROOF PADSROOF PADSROOF PADSROOF PADS 2 A306 2 A106 3'-0"3'-0"3'-0"3'-0" 3'-0"3'-0"3'-0"3'-0" 6 A106 8' - 0 " 8' - 0 " 8' - 0 " 8' - 0 " 18 ' - 0 " 18 ' - 0 " 18 ' - 0 " 18 ' - 0 " 4"4"4"4" 16 ' - 1 " 16 ' - 1 " 16 ' - 1 " 16 ' - 1 " 29 ' - 7 " 29 ' - 7 " 29 ' - 7 " 29 ' - 7 " 39 ' - 4 " 39 ' - 4 " 39 ' - 4 " 39 ' - 4 " 5' - 8 " 5' - 8 " 5' - 8 " 5' - 8 " 5 / A1065 / A1065 / A1065 / A106 6" / 1 2" 6" / 1 2" 6" / 1 2" 6" / 1 2" 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 6'-5"6'-5"6'-5"6'-5" 17 ' - 9 " 17 ' - 9 " 17 ' - 9 " 17 ' - 9 " ROOF LADDER:ROOF LADDER:ROOF LADDER:ROOF LADDER: LOCKER ROOF TOLOCKER ROOF TOLOCKER ROOF TOLOCKER ROOF TO POOL ROOFPOOL ROOFPOOL ROOFPOOL ROOF SNOW GUARD RAILSNOW GUARD RAILSNOW GUARD RAILSNOW GUARD RAIL AND BRACKETSAND BRACKETSAND BRACKETSAND BRACKETS ROOF DRAIN WITH OVERFLOW DRAINROOF DRAIN WITH OVERFLOW DRAINROOF DRAIN WITH OVERFLOW DRAINROOF DRAIN WITH OVERFLOW DRAIN FIRESTONE DETAIL D-5, TYPFIRESTONE DETAIL D-5, TYPFIRESTONE DETAIL D-5, TYPFIRESTONE DETAIL D-5, TYP 18' - 0"18' - 0"18' - 0"18' - 0" CCCC AAAA BBBB BBBB BBBB AAAA AAAA CCCC CCCC AAAA BBBB BBBB DDDD CCCC ROOF PENETRATIONSROOF PENETRATIONSROOF PENETRATIONSROOF PENETRATIONS FIRESTONE DETAILS P-01FIRESTONE DETAILS P-01FIRESTONE DETAILS P-01FIRESTONE DETAILS P-01 THRU P-04 AS APPLICABLETHRU P-04 AS APPLICABLETHRU P-04 AS APPLICABLETHRU P-04 AS APPLICABLE FOR NEW PENTRATIONS INTOFOR NEW PENTRATIONS INTOFOR NEW PENTRATIONS INTOFOR NEW PENTRATIONS INTO EXISTING ROOF, REFER TOEXISTING ROOF, REFER TOEXISTING ROOF, REFER TOEXISTING ROOF, REFER TO FIRESTONE DETAILS P-01FIRESTONE DETAILS P-01FIRESTONE DETAILS P-01FIRESTONE DETAILS P-01 THRU P-04 AS APPLICABLETHRU P-04 AS APPLICABLETHRU P-04 AS APPLICABLETHRU P-04 AS APPLICABLE 9' - 1 0 " 9' - 1 0 " 9' - 1 0 " 9' - 1 0 " ROOF TYPE A: 'STANDING SEAM' PVC ROOF ROOF TYPE B: EPDM MEMBRANE EXISTING EPDM ROOF FULLY- ADHERED EPDM MEMBRANEFULLY- ADHERED EPDM MEMBRANEFULLY- ADHERED EPDM MEMBRANEFULLY- ADHERED EPDM MEMBRANE 1/2" INSULATED COVER BOARD1/2" INSULATED COVER BOARD1/2" INSULATED COVER BOARD1/2" INSULATED COVER BOARD (2) LAYERS 2-1/2" POLYISO RIGID INSULATION, STAGGER SEAMS(2) LAYERS 2-1/2" POLYISO RIGID INSULATION, STAGGER SEAMS(2) LAYERS 2-1/2" POLYISO RIGID INSULATION, STAGGER SEAMS(2) LAYERS 2-1/2" POLYISO RIGID INSULATION, STAGGER SEAMS METAL DECK REF: STRUCTURALMETAL DECK REF: STRUCTURALMETAL DECK REF: STRUCTURALMETAL DECK REF: STRUCTURAL ADHERED THERMOPLASTIC ROOF MEMBRANE WITH HOT-AIR WELDEDADHERED THERMOPLASTIC ROOF MEMBRANE WITH HOT-AIR WELDEDADHERED THERMOPLASTIC ROOF MEMBRANE WITH HOT-AIR WELDEDADHERED THERMOPLASTIC ROOF MEMBRANE WITH HOT-AIR WELDED DECORATIVE RIBS @ 20" O.C.DECORATIVE RIBS @ 20" O.C.DECORATIVE RIBS @ 20" O.C.DECORATIVE RIBS @ 20" O.C. 1/4" ROOF COVER BOARD1/4" ROOF COVER BOARD1/4" ROOF COVER BOARD1/4" ROOF COVER BOARD (2) LAYERS 2-1/2" POLYISO RIGID INSULATION, STAGGER SEAMS(2) LAYERS 2-1/2" POLYISO RIGID INSULATION, STAGGER SEAMS(2) LAYERS 2-1/2" POLYISO RIGID INSULATION, STAGGER SEAMS(2) LAYERS 2-1/2" POLYISO RIGID INSULATION, STAGGER SEAMS METAL DECK REF: STRUCTURALMETAL DECK REF: STRUCTURALMETAL DECK REF: STRUCTURALMETAL DECK REF: STRUCTURAL ROOF TYPE D: EPDM CANOPY FULLY- ADHERED EPDM MEMBRANEFULLY- ADHERED EPDM MEMBRANEFULLY- ADHERED EPDM MEMBRANEFULLY- ADHERED EPDM MEMBRANE 1/2" INSULATED COVER BOARD1/2" INSULATED COVER BOARD1/2" INSULATED COVER BOARD1/2" INSULATED COVER BOARD TAPERED INSULATION FOR DRAINAGETAPERED INSULATION FOR DRAINAGETAPERED INSULATION FOR DRAINAGETAPERED INSULATION FOR DRAINAGE METAL DECK REF: STRUCTURALMETAL DECK REF: STRUCTURALMETAL DECK REF: STRUCTURALMETAL DECK REF: STRUCTURAL R-VALUE = 31R-VALUE = 31R-VALUE = 31R-VALUE = 31 R-VALUE = 34R-VALUE = 34R-VALUE = 34R-VALUE = 34 ROOF TYPE C: 'STANDING SEAM' PVC CANOPY ADHERED THERMOPLASTIC ROOF MEMBRANE WITH HOT-AIR WELDEDADHERED THERMOPLASTIC ROOF MEMBRANE WITH HOT-AIR WELDEDADHERED THERMOPLASTIC ROOF MEMBRANE WITH HOT-AIR WELDEDADHERED THERMOPLASTIC ROOF MEMBRANE WITH HOT-AIR WELDED DECORATIVE RIBS @ 20" O.C.DECORATIVE RIBS @ 20" O.C.DECORATIVE RIBS @ 20" O.C.DECORATIVE RIBS @ 20" O.C. 1/4" ROOF COVER BOARD1/4" ROOF COVER BOARD1/4" ROOF COVER BOARD1/4" ROOF COVER BOARD METAL DECK REF: STRUCTURALMETAL DECK REF: STRUCTURALMETAL DECK REF: STRUCTURALMETAL DECK REF: STRUCTURAL 3 4 6 A303 A.1 3 A301 5 A301 7 A1 A4 A5 8 AE AD AC A2 A3 12 1/4" PER FT 1/4" PER FT 1/4" PER FT 1/4" PER FT T.O. STEEL:T.O. STEEL:T.O. STEEL:T.O. STEEL: ELEV -3'-0" @ELEV -3'-0" @ELEV -3'-0" @ELEV -3'-0" @ RIDGE ON GRID A2RIDGE ON GRID A2RIDGE ON GRID A2RIDGE ON GRID A2 RIDGE RIDGE RIDGE RIDGE 1/ 4" PER FT ALO NG GR ID AD 1/ 4" PER FT ALO NG GR ID AD 1/ 4" PER FT ALO NG G R ID AD 1/ 4" PER FT ALO NG GR ID AD 1/4" PER FO OT 1/4" PER FO OT 1/4" PER FO OT 1/4" PER FO OT 1/4" PER FT 1/4" PER FT 1/4" PER FT 1/4" PER FT 2 A306 2' - 10"2' - 10"2' - 10"2' - 10" 2 1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12" CUT WEDGE OF TAPEREDCUT WEDGE OF TAPEREDCUT WEDGE OF TAPEREDCUT WEDGE OF TAPERED INSULATION TO CONTINUEINSULATION TO CONTINUEINSULATION TO CONTINUEINSULATION TO CONTINUE OVER HSSOVER HSSOVER HSSOVER HSS 10 " 10 " 10 " 10 " FIRESTONE DETAIL T-7FIRESTONE DETAIL T-7FIRESTONE DETAIL T-7FIRESTONE DETAIL T-7 FIRESTONE DETAIL BT-7FIRESTONE DETAIL BT-7FIRESTONE DETAIL BT-7FIRESTONE DETAIL BT-7 A302 7 Sim WRAP FLASHING TAPE AROUNDWRAP FLASHING TAPE AROUNDWRAP FLASHING TAPE AROUNDWRAP FLASHING TAPE AROUND HSS AND INTO HEAD OPENING,HSS AND INTO HEAD OPENING,HSS AND INTO HEAD OPENING,HSS AND INTO HEAD OPENING, OVERLAP JAMB FLASHINGOVERLAP JAMB FLASHINGOVERLAP JAMB FLASHINGOVERLAP JAMB FLASHING ROOF TYPE DROOF TYPE DROOF TYPE DROOF TYPE D DISCUSS RAISING CANOPYDISCUSS RAISING CANOPYDISCUSS RAISING CANOPYDISCUSS RAISING CANOPY TAPERED INSULATION 2"TAPERED INSULATION 2"TAPERED INSULATION 2"TAPERED INSULATION 2" THICK AT THIS EDGETHICK AT THIS EDGETHICK AT THIS EDGETHICK AT THIS EDGE METAL EDGEMETAL EDGEMETAL EDGEMETAL EDGE NEED DETAILNEED DETAILNEED DETAILNEED DETAIL PAINT EXPOSED STRUCTUREPAINT EXPOSED STRUCTUREPAINT EXPOSED STRUCTUREPAINT EXPOSED STRUCTURE AND UNDERSIDE OF DECKAND UNDERSIDE OF DECKAND UNDERSIDE OF DECKAND UNDERSIDE OF DECK GUTTER SUPPORT PERGUTTER SUPPORT PERGUTTER SUPPORT PERGUTTER SUPPORT PER MFRMFRMFRMFR SIKA DETAIL 1-8SIKA DETAIL 1-8SIKA DETAIL 1-8SIKA DETAIL 1-8 EXTERIOR FIRE RETARDANTEXTERIOR FIRE RETARDANTEXTERIOR FIRE RETARDANTEXTERIOR FIRE RETARDANT TREATED WOOD NAILERTREATED WOOD NAILERTREATED WOOD NAILERTREATED WOOD NAILER METAL GUTTERMETAL GUTTERMETAL GUTTERMETAL GUTTER PVC MEMBRANE, TURNPVC MEMBRANE, TURNPVC MEMBRANE, TURNPVC MEMBRANE, TURN DOWN NAILER FACEDOWN NAILER FACEDOWN NAILER FACEDOWN NAILER FACE WELDED SEAM PROFILEWELDED SEAM PROFILEWELDED SEAM PROFILEWELDED SEAM PROFILE METAL DECK AND BENT PLATEMETAL DECK AND BENT PLATEMETAL DECK AND BENT PLATEMETAL DECK AND BENT PLATE REF: STRUCTURALREF: STRUCTURALREF: STRUCTURALREF: STRUCTURAL SUPPORT VARIES REF:SUPPORT VARIES REF:SUPPORT VARIES REF:SUPPORT VARIES REF: STRUCTURALSTRUCTURALSTRUCTURALSTRUCTURAL SIKA DETAIL 1-1ASIKA DETAIL 1-1ASIKA DETAIL 1-1ASIKA DETAIL 1-1A WOOD NAILERWOOD NAILERWOOD NAILERWOOD NAILER PRE- FINISHED METALPRE- FINISHED METALPRE- FINISHED METALPRE- FINISHED METAL EDGEEDGEEDGEEDGE 1"1"1"1" PVC MEMBRANEPVC MEMBRANEPVC MEMBRANEPVC MEMBRANE SEAM PROFILESEAM PROFILESEAM PROFILESEAM PROFILE FIBER CEMENT SOFFITFIBER CEMENT SOFFITFIBER CEMENT SOFFITFIBER CEMENT SOFFIT FIBER CEMENT FASCIAFIBER CEMENT FASCIAFIBER CEMENT FASCIAFIBER CEMENT FASCIA GLULAM TRUSSGLULAM TRUSSGLULAM TRUSSGLULAM TRUSS HSS REF: STRUCTURALHSS REF: STRUCTURALHSS REF: STRUCTURALHSS REF: STRUCTURAL MTL STUD FRAMEWORK FORMTL STUD FRAMEWORK FORMTL STUD FRAMEWORK FORMTL STUD FRAMEWORK FOR SOFFIT WHERE STRUCTURALSOFFIT WHERE STRUCTURALSOFFIT WHERE STRUCTURALSOFFIT WHERE STRUCTURAL MEMBERS ARE NOT FULLMEMBERS ARE NOT FULLMEMBERS ARE NOT FULLMEMBERS ARE NOT FULL DEPTHDEPTHDEPTHDEPTH SIKA DETAIL 1-1ASIKA DETAIL 1-1ASIKA DETAIL 1-1ASIKA DETAIL 1-1A EXTERIOR FIRE RETARDANTEXTERIOR FIRE RETARDANTEXTERIOR FIRE RETARDANTEXTERIOR FIRE RETARDANT TREATED PLYWOOD NAILERTREATED PLYWOOD NAILERTREATED PLYWOOD NAILERTREATED PLYWOOD NAILER PVC MEMBRANE, TURNPVC MEMBRANE, TURNPVC MEMBRANE, TURNPVC MEMBRANE, TURN DOWN NAILER FACEDOWN NAILER FACEDOWN NAILER FACEDOWN NAILER FACE WELDED SEAM PROFILEWELDED SEAM PROFILEWELDED SEAM PROFILEWELDED SEAM PROFILE ROOF COVER BOARDROOF COVER BOARDROOF COVER BOARDROOF COVER BOARD METAL DECK AND STEELMETAL DECK AND STEELMETAL DECK AND STEELMETAL DECK AND STEEL ANGLE REF: STRUCTURALANGLE REF: STRUCTURALANGLE REF: STRUCTURALANGLE REF: STRUCTURAL METAL EDGE AND HOOKMETAL EDGE AND HOOKMETAL EDGE AND HOOKMETAL EDGE AND HOOK STRIPSTRIPSTRIPSTRIP HSS REF: STRUCTURALHSS REF: STRUCTURALHSS REF: STRUCTURALHSS REF: STRUCTURAL SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 2 : 4 8 : 1 9 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker SD 10-31-2016 16003 ROOF PLAN A106 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/16" = 1'-0"1 ROOF PLAN 1/4" = 1'-0" ROOF TYPES 1/16" = 1'-0"3 ROOF PLAN - CALLOUT NW 1/16" = 1'-0"4 ROOF PLAN - CALLOUT NE 1/2" = 1'-0"2 EPDM CANOPY (TYPE D) 1 1/2" = 1'-0"5 PVC ROOF LOW EAVE TYP. 1/2" = 1'-0"6 PVC ROOF RAKE @ MAIN ENTRY 1 1/2" = 1'-0"7 PVC CANOPY (TYPE C) LOW EAVE TYP. A B C J J J J EF 7 EF 8 TF 1 CF 1 CF 2 DSIU 1 J CLG J EXPOSED TOEXPOSED TOEXPOSED TOEXPOSED TO MEZZANINEMEZZANINEMEZZANINEMEZZANINE STRUCTURE ABOVESTRUCTURE ABOVESTRUCTURE ABOVESTRUCTURE ABOVE EXPOSED TOEXPOSED TOEXPOSED TOEXPOSED TO STRUCTURE ABOVESTRUCTURE ABOVESTRUCTURE ABOVESTRUCTURE ABOVE SOUND-SOUND-SOUND-SOUND- ISOLATING G.B.ISOLATING G.B.ISOLATING G.B.ISOLATING G.B. SOFFITS @SOFFITS @SOFFITS @SOFFITS @ FOLDINGFOLDINGFOLDINGFOLDING PARTITIONSPARTITIONSPARTITIONSPARTITIONS EXPOSED TOEXPOSED TOEXPOSED TOEXPOSED TO STRUCTURESTRUCTURESTRUCTURESTRUCTURE 120 STAIR E.T.S. 103 EMP ENTRY PT02 142 COMMUNITY KITCHEN 112 KITCHEN E.T.S. 101 VEST PT02 E.T.S. 102 LOUNGE PT 104 WOMEN E.T.S. S10 EXIT STAIR PT02 131 GYM E.T.S. 132 GYM STORAGE PT02 108 P&R DIRECTOR E.T.S. 143 STORAGE PT01 110 MEN 114 CLASSROOM E.T.S. 115 RECV & STOR PT01 113 STOR 111 WOMEN 123 STRENGTH 105 MEN 106 GAMES 107 STAFF E.T.S. 109 ELEC PT01 121 JR GOLF 122 HITTING E.T.S. 118 STORAGE PT01 LC03 9' - 0" LC03 9' - 0" OPEN TO ABOVE E.T.S. E.T.S. GB SOFFIT @ STRUCTURAL STEP LAY-IN CEILING GRID SYSTEM PAINT UNDERSIDE OF DECK AND EXPOSED STRUCTURE PT07 10' - 0" LC05 9' - 0" LC05 9' - 0"LC05 9' - 0" LC05 9' - 0" LC05 9' - 0" PT07 10' - 0" PT07 10' - 0" LC05 9' - 0" LC02 10' - 0" PT03 9' - 10" ETS PT01 PT11 12' - 9" LC02 9' - 0" LC02 9' - 0" LC02 9' - 0" LC02 9' - 0" LC02 9' - 0" LC02 9' - 0" LC02 9' - 0" LC02 9' - 0" LC03 9' - 0" LC03 9' - 0" PT02 8' - 6" LC02 11' - 0" LC02 9' - 8" LC02 11' - 0" LC02 11' - 0" LC02 9' - 0" LC01 9' - 0" PT11 9' - 6" PT11 9' - 6"PT11 9' - 6" PT11 9' - 6" PT11 9' - 0" PT03 10' - 8" PT11 9' - 0" PT03 10' - 8" PT03 10' - 8" ETS ? ETS ? ETS ? ETS ? ETS ? ETS ? ETS ? LC02 9' - 0" 141 COMMUNITY 180 STOR. E.T.S. 3 / A1153 / A1153 / A1153 / A115 1 / A1151 / A1151 / A1151 / A115 2 / A1152 / A1152 / A1152 / A115 PT08 8' - 11" 5 / A1155 / A1155 / A1155 / A115 2'-8" 2'-8" 2'-8" 2'-8" 24'-4 1/4" 24'-4 1/4" 24'-4 1/4" 24'-4 1/4" 4'-2" 4'-2" 4'-2" 4'-2" 13'-6 1/2" 13'-6 1/2" 13'-6 1/2" 13'-6 1/2" 1 9'-9 5/8" 1 9'- 9 5/8" 1 9'- 9 5/8" 1 9'-9 5/8" 2'-1 1/4" 2'-1 1/4" 2'-1 1/4" 2'-1 1/4" 3 1/4" 3 1/4" 3 1/4" 3 1/4" 1'-1 1" 1'-1 1" 1'-1 1" 1'-1 1" 1 7'-8 3/8" 1 7'-8 3/8" 1 7'- 8 3/8" 1 7'-8 3/8" 1'- 8 1/4" 1'- 8 1/4" 1'- 8 1/4" 1'- 8 1/4" 3 1/8" 3 1/8" 3 1/8" 3 1/8" 2'-4 3/8" 2'-4 3/8" 2'-4 3/8" 2'-4 3/8" 1 9'-1 3/4" 1 9'-1 3/4" 1 9'-1 3/4" 1 9'-1 3/4" 1 0'- 6 1/8" 1 0'- 6 1/8" 1 0'- 6 1/8" 1 0'- 6 1/8" 4 7/8" 4 7/8" 4 7/8" 4 7/8" 2'-8 5/8" 2'-8 5/8" 2'-8 5/8" 2'-8 5/8" 1'-4 1/4" 1'-4 1/4" 1'-4 1/4" 1'-4 1/4" 2'-4 3/8" 2'-4 3/8" 2'-4 3/8" 2'-4 3/8" 3 0 ' - 6 1 /4 " 1'-8"1'-8"1'-8"1'-8" 2'-2 3/8"2'-2 3/8"2'-2 3/8"2'-2 3/8" 12'-2"12'-2"12'-2"12'-2" 2'-2"2'-2"2'-2"2'-2" 1'-4"1'-4"1'-4"1'-4" PT04 8' - 0" PT08 8' - 6" 3 / A1153 / A1153 / A1153 / A115 5'-2" 5'-2" 5'-2" 5'-2" 7' - 3 1 / 8 " 7' - 3 1 / 8 " 7' - 3 1 / 8 " 7' - 3 1 / 8 " 18 ' - 1 0 7 / 8 " 18 ' - 1 0 7 / 8 " 18 ' - 1 0 7 / 8 " 18 ' - 1 0 7 / 8 " 2' - 3 1 / 8 " 2' - 3 1 / 8 " 2' - 3 1 / 8 " 2' - 3 1 / 8 " 1'-0 3/4"1'-0 3/4"1'-0 3/4"1'-0 3/4" 3 / A1153 / A1153 / A1153 / A115 4' - 0 3 / 8 " 4' - 0 3 / 8 " 4' - 0 3 / 8 " 4' - 0 3 / 8 " 5'-1 3/8"5'-1 3/8"5'-1 3/8"5'-1 3/8" 5' - 4 1 / 4 " 5' - 4 1 / 4 " 5' - 4 1 / 4 " 5' - 4 1 / 4 " 26 ' - 2 " 26 ' - 2 " 26 ' - 2 " 26 ' - 2 " 4' - 0 1 / 8 " 4' - 0 1 / 8 " 4' - 0 1 / 8 " 4' - 0 1 / 8 " 1' - 8 " 1' - 8 " 1' - 8 " 1' - 8 " 8'-1 1/8"8'-1 1/8"8'-1 1/8"8'-1 1/8" 3'-4 1/4"3'-4 1/4"3'-4 1/4"3'-4 1/4" 14'-2"14'-2"14'-2"14'-2" 3'-0 1/4"3'-0 1/4"3'-0 1/4"3'-0 1/4" 14'-2"14'-2"14'-2"14'-2" 16' - 9" 18' - 5" 2 1 ' - 9 3 / 4 " 7' - 11 3/4" 6' - 9 3 / 8 " 6' - 9 3 / 8 " 6' - 9 3 / 8 " 6' - 9 3 / 8 " 3'-5 5/8"3'-5 5/8"3'-5 5/8"3'-5 5/8" 1' - 2 5 / 8 " 1' - 2 5 / 8 " 1' - 2 5 / 8 " 1' - 2 5 / 8 " 10'-6 7/8"10'-6 7/8"10'-6 7/8"10'-6 7/8" 11 ' - 1 1 / 8 " 11 ' - 1 1 / 8 " 11 ' - 1 1 / 8 " 11 ' - 1 1 / 8 " 23'-6 1/2"23'-6 1/2"23'-6 1/2"23'-6 1/2"20'-8 1/2"20'-8 1/2"20'-8 1/2"20'-8 1/2" 9' - 7 1 / 2 " 9' - 7 1 / 2 " 9' - 7 1 / 2 " 9' - 7 1 / 2 " 12 ' - 3 5 / 8 " 12 ' - 3 5 / 8 " 12 ' - 3 5 / 8 " 12 ' - 3 5 / 8 " 1'-7 3/8" 1'-7 3/8" 1'-7 3/8" 1'-7 3/8" 6' - 4 1 / 8 " 6' - 4 1 / 8 " 6' - 4 1 / 8 " 6' - 4 1 / 8 " 6 / A1156 / A1156 / A1156 / A115 6 / A1156 / A1156 / A1156 / A115 7 A309 8 / A1158 / A1158 / A1158 / A115 8 / A1158 / A1158 / A1158 / A115 3 / A1153 / A1153 / A1153 / A115 3 / A1153 / A1153 / A1153 / A115 SLOPE TO MACH STAIR 9b A311 LC02 9' - 2" PT04 ON STEEL BEAMS EXPOSED CEILING TYP. PT02 ON EXPOSED CEILING BETWEEN STEEL BEAMS PT02 PT02 8' - 6" PT04 PT01 PT02 PT11 ON UNDERSIDE OF STAIR ETS ? PT02 PT02 PT02 PT07 10' - 0" PT02 PT02 PT02 PT02 PT02 PT02 PAINT EXPOSRED CEILING, HVAC, AND STRUCTURE PT02 TYP. GYP. BD. SOFFIT PT07 ETS ? PT02 PT02 ETS PT01 E.T.S. 124 MP GROUP EX PT03 PAINT EXPSED CEILING, HVAC, AND STRUCTURE PT02 TYP. PT11 14' - 1" 10 A310 36'-0 1/2"36'-0 1/2"36'-0 1/2"36'-0 1/2" 2 A306 4 / A1154 / A1154 / A1154 / A115 PT02 LC02 SLOPED 3:12 9'-2" START LC02 SLOPED 3:12 9'-2" START LC02 SLOPED 3:12 9'-2" START LAYIN CEILING GRID 2' X 2' GYP. BD. CEILING RECESSED DOWN LIGHT DECORATIVE WALL SCONCE ADJUSTABLE DOWN LIGHT- WALL WASH FIXTURE DECORATIVE PENDANT LIGHT WATERPROOF DOWN LIGHT SURFACE CEILING FIXTURE SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE LINEAR FLUORESCENT FIXTURE TRACK LIGHT 2'X2' PARABOLIC TROFFER FLUORESCENT 2'X4' PARABOLIC TROFFER FLUORESCENT CEILING FAN SPEAKER HVAC SUPPLY DIFFUSER HVAC RETURN REGISTER EXPOSED TO STRUCTUREE.T.S. REFLECTED CEILING PLAN LEGEND LAYIN CEILING GRID 2' X 4' SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 2 : 4 8 : 3 1 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 LOWER LEVEL RCP A112 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/8" = 1'-0"1 LOWER LEVEL RCP A B C HIDE IN PLAN RP1-1 HIDE IN PLAN RP1-2 HIDE IN PLAN RP1-3 HIDE IN PLAN RP1-9 HIDE IN PLAN RP1-10 HIDE IN PLAN RP1-11 T EF 9 EF 10 EF 12 EF 13 RTU 1 DSCU 1 RTU 3 S S S EF 11 J CLG EF 15 OSC OSC OSC OSC RC RC PC OSC /1 A114/1 A114 LC03 9' - 0" LC01 12' - 4" LC02 9' - 0" LC02 9' - 0" LC02 9' - 0" LC02 9' - 0" LC02 9' - 0" LC02 9' - 0" LC02 9' - 0" LC02 9' - 0" LC02 9' - 0" LC02 9' - 0" LC02 9' - 0" PT01 9' - 0" 262 M/P GROUP EX 263 ST. S10 EXIT STAIR 202 LOBBY 203 MEN 204 WOMEN 271 ADMIN 272 DESK STAFF 281 EXEC DIR 279 ASST E.T.S. 273 WATER & FIRE ENTRY PT02 274 IT 283 HR 285 FACILITY DIR 287 FINANCE 284 TEMP 278 COPY 276 LAN 277 MARKET 275 CONFERENCE 282 ELEC E.T.S. 270 STAIR PT02 LC02 9' - 0" EXPOSED TO STRUCTURE PT 02 LINEAR LIGHT FIXTURES E.T.S. EXPOSED TO STRUCTURE PAINT HVAC. STRUCTURE, AND CEILING - PT01 HEAVY TIMBER & STEEL CANOPY ABOVE CONTROL DESK, RE: INTERIORS E.T.S. LC03 11' - 4"LC01 11' - 0" PT20 11' - 0" LC03 11' - 4" PT20 13' - 4" PT20 11' - 0" LC01 12' - 4" LC02 9' - 0" LC03 9' - 0" LC02 9' - 0" 261 CARDIO LC01 11' - 0" 8' - 6 " 8' - 6 " 8' - 6 " 8' - 6 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 26 ' - 6 5 / 8 " 26 ' - 6 5 / 8 " 26 ' - 6 5 / 8 " 26 ' - 6 5 / 8 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1 2 0 .0 ° 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 1 5/8" 1 1 5/8" 1 1 5/8" 1 1 5/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1'-3 7/8" 1'-3 7/8" 1'-3 7/8" 1'-3 7/8" 8'-1 1" 8'-1 1" 8'-1 1" 8'-1 1" 1 3/8"1 3/8"1 3/8"1 3/8" 1'-5 1/4"1'-5 1/4"1'-5 1/4"1'-5 1/4" 1 3/8"1 3/8"1 3/8"1 3/8" PT20 12' - 6" 20'-11 3/4"20'-11 3/4"20'-11 3/4"20'-11 3/4" 2' - 4 7 / 8 " 2' - 4 7 / 8 " 2' - 4 7 / 8 " 2' - 4 7 / 8 "3'-0"3'-0"3'-0"3'-0"2'-6"2'-6"2'-6"2'-6"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"2'-6"2'-6"2'-6"2'-6"3'-0"3'-0"3'-0"3'-0"9'-1 1/8"9'-1 1/8"9'-1 1/8"9'-1 1/8" 4 5 . 0 ° LC01 9' - 4" 3 / A1153 / A1153 / A1153 / A115 3 / A1153 / A1153 / A1153 / A115 7 A309 PAINT HVAC. STRUCTURE, AND CEILING - PT01 PAINT HVAC. STRUCTURE, AND CEILING - PT02 / PT02 PT20 11' - 0" / PT02/ PT02 LC01 9' - 0" PT20 13' - 4" / PT02 PAINT HVAC. STRUCTURE, AND CEILING - PT01 PT20 12' - 0" /PT02 PT20 9' - 0" /PT1116'-0"16'-0"16'-0"16'-0"16'-6"16'-6"16'-6"16'-6"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"20'-0"20'-0"20'-0"20'-0"20'-6"20'-6"20'-6"20'-6"16'-0"16'-0"16'-0"16'-0" / PT02 PAINT HVAC. STRUCTURE, AND CEILING - PT016"6"6"6"5'-2 1/2"5'-2 1/2"5'-2 1/2"5'-2 1/2"6"6"6"6"5'-3 3/8"5'-3 3/8"5'-3 3/8"5'-3 3/8"6"6"6"6"5'-6"5'-6"5'-6"5'-6"6"6"6"6"4 5 . 0 ° 15'-11 3/4"15'-11 3/4"15'-11 3/4"15'-11 3/4" 6 1 / 2 " 6 1 / 2 " 6 1 / 2 " 6 1 / 2 " 10'-10"10'-10"10'-10"10'-10" 12'-0"12'-0"12'-0"12'-0" 6 1 / 2 " 6 1 / 2 " 6 1 / 2 " 6 1 / 2 "6"6"6"6"5'-1 1/8"5'-1 1/8"5'-1 1/8"5'-1 1/8"5'-11 1/8"5'-11 1/8"5'-11 1/8"5'-11 1/8"6"6"6"6"5'-6"5'-6"5'-6"5'-6"6"6"6"6"PT01 9' - 0" GYP. 8' - 0" /PT07 GYP. 8' - 0" /PT07 90.0° 6 0 . 0 ° 3 / A1153 / A1153 / A1153 / A115 1 / A1151 / A1151 / A1151 / A115 3 / A1153 / A1153 / A1153 / A115 8 / A1158 / A1158 / A1158 / A115 2 A306 1' - 6 1 / 2 " 1' - 6 1 / 2 " 1' - 6 1 / 2 " 1' - 6 1 / 2 " WIRE MESHWIRE MESHWIRE MESHWIRE MESH PANELSPANELSPANELSPANELS LAYIN CEILING GRID 2' X 2' GYP. BD. CEILING RECESSED DOWN LIGHT DECORATIVE WALL SCONCE ADJUSTABLE DOWN LIGHT- WALL WASH FIXTURE DECORATIVE PENDANT LIGHT WATERPROOF DOWN LIGHT SURFACE CEILING FIXTURE SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE LINEAR FLUORESCENT FIXTURE TRACK LIGHT 2'X2' PARABOLIC TROFFER FLUORESCENT 2'X4' PARABOLIC TROFFER FLUORESCENT CEILING FAN SPEAKER HVAC SUPPLY DIFFUSER HVAC RETURN REGISTER EXPOSED TO STRUCTUREE.T.S. REFLECTED CEILING PLAN LEGEND LAYIN CEILING GRID 2' X 4' SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 2 : 4 8 : 4 4 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 UPPER LEVEL RCP- NORTH A113 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/8" = 1'-0"1 UPPER LEVEL RCP - NORTH 3/8" = 1'-0" CEILING TYPE LEGEND T EF 1 EF 2 EF 4 EF 6 RTU 2 MAU 1 PDU 1A TT OSC OSC OSC SS S S S S S S EF 5 J CLG J CLG EF 14 OSC OSC OSC OSC OSC OSC OSC OSC OSC OSC OSC OSC OSC OSC OSC OSCOSC OSC OSC OSC RC RC PDU 2 PC PC OSC OSC OSC OSC T RC PC OSC HIDE IN PLAN RP2A-13 /1 A113/1 A113 EXPOSED TO STUCTURE EXPOSED TO STUCTURE E.T.S. 253 POOL MECH PT20 256 POOL OFFICE 221 W. LOCKERS 212 FAM CHANGING 211 PARTY E.T.S. 205 INDOOR PLAY PT19 A106 W. TEAM LOCKERS A109 EXIST POOL DECK 222 W. SHOWERS 223 W. TOILETS 233 M. TOILETS 232 M. SHOWERS E.T.S. 229 JAN 213 ACR1 214 ACR2 215 CHG 216 ACR3 201 VESTIBULE E.T.S. 202 LOBBY PT03 A111 EXIST LAUNDRY A112 EXIST POOL MECH A113 EXIST ELEC A114 EXIST POOL EQUIP A115 EXIST CHEM A110 EXIST NATATORIUM A108 POOL STORAGE A107 M. TEAM LOCKER E.T.S. A102 MECHANICAL E.T.S. 255 POOL STORAGE PT20 E.T.S. 259 CIRC 206 OFFICE 207 KIDS T 288 KID WATCH E.T.S. 254 ELEC - 257 GUARD CHG 258 GUARDS A105 STORAGE PT20 10' - 0" LC03 9' - 0" LC03 9' - 0" PT02 9' - 0" LC03 9' - 0" LC03 9' - 0" LC03 9' - 0" LC01 9' - 0" LC03 9' - 0" LC01 9' - 0" LC03 9' - 0" LC03 9' - 0" LC03 9' - 0" LC03 9' - 0" LC03 9' - 0" LC03 9' - 0" LC03 9' - 0" LC03 9' - 0" LC03 9' - 0" EXPOSED TO STUCTURE EXPOSED TO STUCTURE 231 M. LOCKERS LC03 8' - 0" EXPOSED TO STRUCTURE dashed line indicates cmu walls thatdashed line indicates cmu walls thatdashed line indicates cmu walls thatdashed line indicates cmu walls that rise to underside of roof deck --rise to underside of roof deck --rise to underside of roof deck --rise to underside of roof deck -- all other interior cmu walls areall other interior cmu walls areall other interior cmu walls areall other interior cmu walls are 9'-4" high9'-4" high9'-4" high9'-4" high LC03 7' - 10" A103 M. LOCKERS 2 LC02 9' - 6" 3 / A1153 / A1153 / A1153 / A115 E.T.S. 251 NATORIUM PT20 9' - 0" 19 ' - 5 3 / 8 " 19 ' - 5 3 / 8 " 19 ' - 5 3 / 8 " 19 ' - 5 3 / 8 " 1' - 5 " 1' - 5 " 1' - 5 " 1' - 5 " 202 LOBBY PT21 PAINT CEILING, HVAC, AND STRUCTURE, PT20. TYP. LC03 13' - 0"E.T.S. 001 ACTIVITY POOL PT20 PT20 PAINT CEILING, HVAC, AND STRUCTURE, PT19 PAINT STRUCTURAL BEAMS PT04, TYP. GYP./ PT11 8' - 6"GYP./ PT11 8' - 6" LC01 9' - 0" LC01 9' - 0" PT15 8' - 6" PT15 8' - 6" 9' - 0" PAINT CEILING, HVAC, AND STRUCTURE, PT20. TYP. PT02 ON AREAS BETWEEN BEAMS PT02 ON AREAS BETWEEN BEAMS PT02 12' - 0" LC03 8' - 0" 2 A106 6 A106 FIBER CEMENT SOFFITFIBER CEMENT SOFFITFIBER CEMENT SOFFITFIBER CEMENT SOFFIT FIBER CEMENT SOFFITFIBER CEMENT SOFFITFIBER CEMENT SOFFITFIBER CEMENT SOFFIT LC03 8' - 0" PROVIDE 6-IN STUDS 16"PROVIDE 6-IN STUDS 16"PROVIDE 6-IN STUDS 16"PROVIDE 6-IN STUDS 16" OC @10' AFF TO SUPPORTOC @10' AFF TO SUPPORTOC @10' AFF TO SUPPORTOC @10' AFF TO SUPPORT ACT SYSTEM IN PARTYACT SYSTEM IN PARTYACT SYSTEM IN PARTYACT SYSTEM IN PARTY ROOMROOMROOMROOM PAINT EXPOSEDPAINT EXPOSEDPAINT EXPOSEDPAINT EXPOSED STRUCTURE ANDSTRUCTURE ANDSTRUCTURE ANDSTRUCTURE AND UNDERSIDE OF DECKUNDERSIDE OF DECKUNDERSIDE OF DECKUNDERSIDE OF DECK PAINT EXPOSEDPAINT EXPOSEDPAINT EXPOSEDPAINT EXPOSED STRUCTURE ANDSTRUCTURE ANDSTRUCTURE ANDSTRUCTURE AND UNDERSIDE OF DECKUNDERSIDE OF DECKUNDERSIDE OF DECKUNDERSIDE OF DECK 10 / A11510 / A11510 / A11510 / A115 10 / A11510 / A11510 / A11510 / A115 10 / A11510 / A11510 / A11510 / A115 NEW GRID & TILES TONEW GRID & TILES TONEW GRID & TILES TONEW GRID & TILES TO MATCH & ALIGNED WITHMATCH & ALIGNED WITHMATCH & ALIGNED WITHMATCH & ALIGNED WITH NEAREST EXISTING GRIDNEAREST EXISTING GRIDNEAREST EXISTING GRIDNEAREST EXISTING GRID 1 EXISTING GRID & TILESEXISTING GRID & TILESEXISTING GRID & TILESEXISTING GRID & TILES TO REMAINTO REMAINTO REMAINTO REMAIN A104 VESTIBULE LC03 8' - 4" A109 EXIST POOL DECK LC03 7' - 10" LC03 8' - 10" A101 FOYER A109A POOL DECK ENTRY 11 / A11511 / A11511 / A11511 / A115 LAYIN CEILING GRID 2' X 2' GYP. BD. CEILING RECESSED DOWN LIGHT DECORATIVE WALL SCONCE ADJUSTABLE DOWN LIGHT- WALL WASH FIXTURE DECORATIVE PENDANT LIGHT WATERPROOF DOWN LIGHT SURFACE CEILING FIXTURE SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE LINEAR FLUORESCENT FIXTURE TRACK LIGHT 2'X2' PARABOLIC TROFFER FLUORESCENT 2'X4' PARABOLIC TROFFER FLUORESCENT CEILING FAN SPEAKER HVAC SUPPLY DIFFUSER HVAC RETURN REGISTER EXPOSED TO STRUCTUREE.T.S. REFLECTED CEILING PLAN LEGEND LAYIN CEILING GRID 2' X 4' SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 2 : 4 8 : 5 9 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 UPPER LEVEL RCP - SOUTH A114 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/8" = 1'-0"1 UPPER LEVEL RCP - SOUTH 3/8" = 1'-0" CEILING TYPE LEGEND2222 BRACING AS REQ'D SUSPENDED CEILING SYSTEM RE: CLG PLANRE: CLG PLANRE: CLG PLANRE: CLG PLAN 5/8" GYP BD ON 20 GA MTL STUDS 20 GA MTL STUD, 16" O.C. 1 1 / 4 " RE C L G P L A N RE C L G P L A N RE C L G P L A N RE C L G P L A N RE C L G P L A N RE C L G P L A N RE C L G P L A N RE C L G P L A N 20 GA MTL STUD, 16" O.C. 20 GA MTL STUD BRACING, 4' O.C. 5/8" GYP BD ON 20 GA MTL STUDS, 16" O.C. TO S T R U C T U R E BRACING AS REQ'D SUSPENDED CEILING SYSTEM RE: CLG PLANRE: CLG PLANRE: CLG PLANRE: CLG PLAN 5/8" GYP BD ON 20 GA MTL STUDS TO S T R U C T U R E RE : C L G P L A N RE : C L G P L A N RE : C L G P L A N RE : C L G P L A N AXIOM TRIM GRID CLIP HANGER WIRE USG DRYWALL SUSPENSION SYSTEM 4", BRACING AS REQ'D SUSPENDED CEILING SYSTEM RE: CLG PLANRE: CLG PLANRE: CLG PLANRE: CLG PLAN 5/8" GYP BD ON 20 GA MTL STUDS RE : C L G P L A N RE : C L G P L A N RE : C L G P L A N RE : C L G P L A N RE : C L G P L A N RE : C L G P L A N RE : C L G P L A N RE : C L G P L A N 20 GA MTL STUD, 16" O.C. 20 GA MTL STUD BRACING, 4' O.C. SUSPENDED CEILING SYSTEM RE : C L G P L A N RE : C L G P L A N RE : C L G P L A N RE : C L G P L A N 5/8" GYP BD ON 20 GA MTL STUDS, 16" O.C. TO S T R U C T U R E OPERABLE PARTITION TOP SEAL ALUMINUM TRACK 5/8" GYP BD ON 20 GA MTL STUDS, 16" O.C. HANGER BRACKET BY MFG. GYP. BOARD SOUND BAFFLE HANGER RODS BY MFG. STRUCTURAL BEAM RE: STRUCT. SUSPENDED CEILING SYSTEM BRACING AS REQ'D RE: CLG PLANRE: CLG PLANRE: CLG PLANRE: CLG PLAN 5/8" GYP BD ON 20 GA MTL STUDS TO S T R U C T U R E TO S T R U C T U R E TO S T R U C T U R E TO S T R U C T U R E MTL STUD AND RUNNER TRACK 20 GA MTL STUD BRACING, 4' O.C. 5/8" GYP BD ON 20 GA MTL STUDS, 16" O.C. TO C E I L I N G B E L O W METAL DECK FASTNER TO DECK 5 7/8"5 7/8"5 7/8"5 7/8" 5 7/8"5 7/8"5 7/8"5 7/8" 1'-6"1'-6"1'-6"1'-6" " D " " D " " D " " D " " C " " C " " C " " C " " E " " E " " E " " E " 3 1 / 4 " M I N . R E Q U I R E D B Y U . L . 3 1 / 4 " M I N . R E Q U I R E D B Y U . L . 3 1 / 4 " M I N . R E Q U I R E D B Y U . L . 3 1 / 4 " M I N . R E Q U I R E D B Y U . L . SUBFLOORSUBFLOORSUBFLOORSUBFLOOR FINISHED FLOORFINISHED FLOORFINISHED FLOORFINISHED FLOOR PRE-FINISHED WITH TRACK ASSEMBLY BY WON DOORPRE-FINISHED WITH TRACK ASSEMBLY BY WON DOORPRE-FINISHED WITH TRACK ASSEMBLY BY WON DOORPRE-FINISHED WITH TRACK ASSEMBLY BY WON DOOR POCKET WALLS TO BE PLUMB TO WITH IN ±1/8" TO MAINTAINPOCKET WALLS TO BE PLUMB TO WITH IN ±1/8" TO MAINTAINPOCKET WALLS TO BE PLUMB TO WITH IN ±1/8" TO MAINTAINPOCKET WALLS TO BE PLUMB TO WITH IN ±1/8" TO MAINTAIN PROPER REVEL AND CLEARANCE AT LEADPOST.PROPER REVEL AND CLEARANCE AT LEADPOST.PROPER REVEL AND CLEARANCE AT LEADPOST.PROPER REVEL AND CLEARANCE AT LEADPOST. 1/2" DIA. THREADED RODS WITH NUTS & WASHERS1/2" DIA. THREADED RODS WITH NUTS & WASHERS1/2" DIA. THREADED RODS WITH NUTS & WASHERS1/2" DIA. THREADED RODS WITH NUTS & WASHERS BY WON-DOOR. 9 3/4" FROM THE BACK OF THE POCKETBY WON-DOOR. 9 3/4" FROM THE BACK OF THE POCKETBY WON-DOOR. 9 3/4" FROM THE BACK OF THE POCKETBY WON-DOOR. 9 3/4" FROM THE BACK OF THE POCKET 24" O.C. IN THE OPENING AND 12" FROM THE STRIKER.24" O.C. IN THE OPENING AND 12" FROM THE STRIKER.24" O.C. IN THE OPENING AND 12" FROM THE STRIKER.24" O.C. IN THE OPENING AND 12" FROM THE STRIKER. ( 5'-0" MAX. LENGTH INSTALLED BY WON-DOOR.( 5'-0" MAX. LENGTH INSTALLED BY WON-DOOR.( 5'-0" MAX. LENGTH INSTALLED BY WON-DOOR.( 5'-0" MAX. LENGTH INSTALLED BY WON-DOOR. LENGTHS EXCEDING 5'-0" ARE ACCEPTABLE WHENLENGTHS EXCEDING 5'-0" ARE ACCEPTABLE WHENLENGTHS EXCEDING 5'-0" ARE ACCEPTABLE WHENLENGTHS EXCEDING 5'-0" ARE ACCEPTABLE WHEN INSTALLED BY OTHERSINSTALLED BY OTHERSINSTALLED BY OTHERSINSTALLED BY OTHERS ADEQUATE STRUCTURAL SUPPORT ABOVE BY OTHERS.ADEQUATE STRUCTURAL SUPPORT ABOVE BY OTHERS.ADEQUATE STRUCTURAL SUPPORT ABOVE BY OTHERS.ADEQUATE STRUCTURAL SUPPORT ABOVE BY OTHERS. (DOOR WEIGHT = 5.5LB/SQ. FT. X WIDTH X HEIGHT)(DOOR WEIGHT = 5.5LB/SQ. FT. X WIDTH X HEIGHT)(DOOR WEIGHT = 5.5LB/SQ. FT. X WIDTH X HEIGHT)(DOOR WEIGHT = 5.5LB/SQ. FT. X WIDTH X HEIGHT) 8" CONCRETE BLOCK TWO HOUR FIRE RATED ASSEMBLY 8" CONCRETE BLOCK TWO HOUR FIRE RATED ASSEMBLY 8" CONCRETE BLOCK TWO HOUR FIRE RATED ASSEMBLY 8" CONCRETE BLOCK TWO HOUR FIRE RATED ASSEMBLY " F " " F " " F " " F " BO T T O M O F S O F F E T T O B O T T O M BO T T O M O F S O F F E T T O B O T T O M BO T T O M O F S O F F E T T O B O T T O M BO T T O M O F S O F F E T T O B O T T O M OF A T T A C H M E N T ( M I N 5 " , M A X 5 ' - 0 " ) OF A T T A C H M E N T ( M I N 5 " , M A X 5 ' - 0 " ) OF A T T A C H M E N T ( M I N 5 " , M A X 5 ' - 0 " ) OF A T T A C H M E N T ( M I N 5 " , M A X 5 ' - 0 " ) SUSPENDED CEILING SYSTEM 6 INCHES MTL. STUD GRID FRAME TOP OF WALL CEILING LEVEL RE: CEILING PAN SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1 1/2" = 1'-0" 10 / 3 1 / 2 0 1 6 2 : 4 9 : 0 4 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 CEILING DETAILS A115 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1 1/2" = 1'-0"1 CLG. DETAIL-1 1 1/2" = 1'-0"2 CLG. DETAIL-2 1 1/2" = 1'-0"3 CLG. DETAIL-3 1 1/2" = 1'-0"4 CLG. DETAIL-4 1 1/2" = 1'-0"7 CLG.DETAIL - 7 1 1/2" = 1'-0"5 CLG. DETAIL-5 1 1/2" = 1'-0"6 CLG. DETAIL-6 1 1/2" = 1'-0"8 CLG DETAIL -8 1 1/2" = 1'-0"9 TYP. CLG. DETAIL 1 1/2" = 1'-0"10 UNITIZED HEADER DETAIL 1 1/2" = 1'-0"11 CLG DETAIL - 11 T ectonic Cop yright 2007 UPPER LEVEL 0' - 0" UPPER LEVEL 0' - 0" LOWER LEVEL -15' - 0" LOWER LEVEL -15' - 0" ABQ GYM ROOF 21' - 0" GYM ROOF 21' - 0" SEE ALSO SOUTHEAST ELEVATION SEE ALSO NORTHEAST ELEVATION LPM CDEFGKN 1111 22223333101010106666 22222222 8888 10101010 88881111 8888 3333 FA22FA22FA22FA22 FA23FA23FA23FA23 FA24FA24FA24FA24 HJ 2222 FA12FA12FA12FA12 FA02FA02FA02FA02 FA26FA26FA26FA26 FA26FA26FA26FA26 FA26FA26FA26FA26 FA26FA26FA26FA26 FA26FA26FA26FA26 9' - 6"9' - 6"9' - 6"9' - 6" 10101010 5555 1010101066666666 10101010 11111111 UPPER LEVEL 0' - 0" LOWER LEVEL -15' - 0" A B Q GYM FLOOR -16' - 9" POOL ROOF 24' - 0" GYM ROOF 21' - 0" L PMCDEFGKN 1111 12121212 8888 1212121210101010 10101010 10101010 222210101010 2222 8888 9999 FA18FA18FA18FA18 FA19FA19FA19FA19 FA08FA08FA08FA08 FA20FA20FA20FA20 FA21FA21FA21FA21 H J 4444 6666 2222 FA18FA18FA18FA18 10101010 3333 22222222 11111111 6666 8' - 0"8' - 0"8' - 0"8' - 0" 7777 1111 10101010 UPPER LEVEL 0' - 0" LOWER LEVEL -15' - 0" 2 GYM ROOF 21' - 0" 910 134678 9999 3333 10101010 FA25FA25FA25FA25 FA16FA16FA16FA16 FA16FA16FA16FA16 FA16FA16FA16FA16 FA07FA07FA07FA07 FA25FA25FA25FA25 SEE ALSO NORTHEAST ELEVATION FA25FA25FA25FA25 FA17FA17FA17FA17 FA15FA15FA15FA15 5 4444 4444 4444 8888 2222 6666 3333 8' - 0"8' - 0"8' - 0"8' - 0" FA14FA14FA14FA14FA14FA14FA14FA14FA14FA14FA14FA14FA14FA14FA14FA14FA14FA14FA14FA14 66664444 3333 1010101011116666 3333 12121212 10101010 11111111222210101010 4' - 0"4' - 0"4' - 0"4' - 0" 20' - 0"20' - 0"20' - 0"20' - 0" 10101010 UPPER LEVEL 0' - 0" LOWER LEVEL -15' - 0" GYM ROOF 21' - 0" ABAEADACAGAF AA 2222 9999 8888 1111 1111 FA10FA10FA10FA10 FA10FA10FA10FA10 FA01FA01FA01FA01 FA11FA11FA11FA11 FA04FA04FA04FA04 3333 1010101012121212 8888 5555 1010101011111111 UPPER LEVEL 0' - 0" LOWER LEVEL -15' - 0" GYM ROOF 21' - 0" A1A4A5A2A3 3333 22228888111112121212 10101010 FA05FA05FA05FA05 FA06FA06FA06FA06 FA09FA09FA09FA09 FA15FA15FA15FA15 FA05FA05FA05FA05 FA13FA13FA13FA13 FA03FA03FA03FA03 6666 11111111 11111111 3333 10101010 7777 10101010 MANUFACTURED STONE VENEER - COUNTRY LEDGESTONE PAINT ON HORIZONTAL FIBER CEMENT SIDING - TAN PAINT ON VERTICAL FIBER CEMENT SIDING - OLIVE GREEN PAINT ON FIBER CEMENT PANELS - TAUPE PAINT ON FIBER CEMENT TRIM OR FASCIA - COLOR VARIES STAIN ON TIMBER TRUSS, LINTEL, POST OR BEAM TAIL - MAHOGANY PRE-CAST CONCRETE CAP - TAUPE TINTED GLASS IN BRONZE ALUMINUM FRAMES PAINT ON METAL DOOR - TO MATCH CONTEXT PRE-FINISHED METAL COPING, FASCIA OR GUTTER PAINT ON EXPOSED STRUCTURAL STEEL ELEMENTS PVC 'STANDING SEAM' ROOF 1 2 3 4 5 6 7 8 9 10 11 12 UPPER LEVEL 0' - 0" 2 POOL ROOF 24' - 0" 9 101346786.45 1111 10101010 2222 12121212 1111 2222 1010101010101010 5555 10101010 2222 11111111 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 2 : 5 0 : 0 1 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker SD 10-31-2016 16003 EXTERIOR ELEVATIONS A201 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/16" = 1'-0"1 EAST ELEVATION 1/16" = 1'-0"2 WEST ELEVATION 1/16" = 1'-0"3 NORTH ELEVATION 1/16" = 1'-0"6 SOUTHEAST ELEVATION 1/16" = 1'-0"4 NORTHEAST ELEVATION 1" = 1'-0" Exterior Material Legend 1/16" = 1'-0"5 SOUTH ELEVATION PT02PT02PT02PT02PT02PT02PT02PT02 PT07PT07PT07PT07 PT07PT07PT07PT07 PT10PT10PT10PT10 PT02PT02PT02PT02 PT11PT11PT11PT11 OPENOPENOPENOPENOPENOPENOPENOPEN PT08PT08PT08PT08 VB01VB01VB01VB01 NS02NS02NS02NS02 NS03NS03NS03NS03 NS02NS02NS02NS02 MET1MET1MET1MET1 MET1MET1MET1MET1MET1MET1MET1MET1MET1MET1MET1MET1 PT04 ON JOISTS / STRUCTURAL PT13PT13PT13PT13 VB01VB01VB01VB01 RE: RAILING DETAILS RE: MILLWORK DETAILS PT05 ON EXPOSED STEEL BEAMS EXTERIOR STONE CLADDING VB01VB01VB01VB01 PLAM2PLAM2PLAM2PLAM2 MET1MET1MET1MET1 PLAM1PLAM1PLAM1PLAM1 PT11PT11PT11PT11 PT11PT11PT11PT11 STACKED STONESTACKED STONESTACKED STONESTACKED STONE PT02PT02PT02PT02 PT02PT02PT02PT02 PT02PT02PT02PT02 Stainless steel Re: elevator specs OPENOPENOPENOPEN PLAM2PLAM2PLAM2PLAM2 MET1MET1MET1MET1 MET2MET2MET2MET2 PLAM1PLAM1PLAM1PLAM1 MET3 METAL MESHMET3 METAL MESHMET3 METAL MESHMET3 METAL MESH PLAM1PLAM1PLAM1PLAM1 MET1MET1MET1MET1 INTERIOR METAL SIGNAGEINTERIOR METAL SIGNAGEINTERIOR METAL SIGNAGEINTERIOR METAL SIGNAGE PLAM1PLAM1PLAM1PLAM1 MET1MET1MET1MET1 PLAM2PLAM2PLAM2PLAM2 VB01VB01VB01VB01 VB01VB01VB01VB01 OPENOPENOPENOPENOPENOPENOPENOPEN PT05 ON EXPOSED STEEL BEAMSPT05 ON EXPOSED STEEL BEAMSPT05 ON EXPOSED STEEL BEAMSPT05 ON EXPOSED STEEL BEAMS OPENOPENOPENOPEN OPENOPENOPENOPEN OPENOPENOPENOPEN OPENOPENOPENOPEN PT07PT07PT07PT07PT07PT07PT07PT07 VB01VB01VB01VB01 MET1MET1MET1MET1 PLAM1PLAM1PLAM1PLAM1 SA01SA01SA01SA01 MET1MET1MET1MET1 PLAM1PLAM1PLAM1PLAM1 PT13PT13PT13PT13PT18PT18PT18PT18 PT02PT02PT02PT02 EXTERIOR STONE CLADDING RE: RAILING DETAILS STACKED STONESTACKED STONESTACKED STONESTACKED STONE PT11PT11PT11PT11 PT11PT11PT11PT11 PT11PT11PT11PT11 PT02PT02PT02PT02 VB01VB01VB01VB01 PT11PT11PT11PT11 PT11PT11PT11PT11 VB01VB01VB01VB01 16 ' - 7 1 / 2 " 16 ' - 7 1 / 2 " 16 ' - 7 1 / 2 " 16 ' - 7 1 / 2 " VB01VB01VB01VB01 PT08PT08PT08PT08 MET1MET1MET1MET1 PLAM2PLAM2PLAM2PLAM2 PLAM2PLAM2PLAM2PLAM2 PLAM2PLAM2PLAM2PLAM2 PLAM2PLAM2PLAM2PLAM2 PT08PT08PT08PT08PT08PT08PT08PT08 EXTERIOR STONE FINISHEXTERIOR STONE FINISHEXTERIOR STONE FINISHEXTERIOR STONE FINISH VB01VB01VB01VB01 VB01VB01VB01VB01 OPENOPENOPENOPEN PT08PT08PT08PT08 PT04 ON JOISTS / STRUCTURAL SA01SA01SA01SA01 PT02PT02PT02PT02 PT11PT11PT11PT11 STACKED STONESTACKED STONESTACKED STONESTACKED STONE PT04 ON JOISTS / STRUCTURAL PT02PT02PT02PT02 RE: MILLWORK DETAILS SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/4" = 1'-0" 10 / 3 1 / 2 0 1 6 3 : 1 4 : 0 5 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 INTERIOR ELEVATIONS -UPPER LOBBY A211 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/4" = 1'-0"5 LOBBY 202 WEST 1/4" = 1'-0"4 LOBBY 202 NORTHEAST 1/4" = 1'-0"2 LOBBY 202 NORTHWEST 1/4" = 1'-0"3 LOBBY 202 SOUTH 1/4" = 1'-0"6 LOBBY 202 EAST 1/4" = 1'-0"1 LOBBY 202 PT24PT24PT24PT24 PT24PT24PT24PT24 PT23PT23PT23PT23 PT21PT21PT21PT21 PT22PT22PT22PT22 PT20PT20PT20PT20 PT20PT20PT20PT20 7' - 4 " 5' - 4 1 / 2 " 2' - 7 " PT 20 ON STRUCTUREPT 20 ON STRUCTUREPT 20 ON STRUCTUREPT 20 ON STRUCTURE 2' - 7 " 5' - 4 1 / 2 " 7' - 4 " PT23PT23PT23PT23 PT23PT23PT23PT23 PT21PT21PT21PT21PT21PT21PT21PT21 PT24PT24PT24PT24 PT22PT22PT22PT22PT22PT22PT22PT22 PT20PT20PT20PT20 PT20PT20PT20PT20 PT20PT20PT20PT20 PT24PT24PT24PT24 PT23PT23PT23PT23 PT21PT21PT21PT21 PT21PT21PT21PT21 PT23PT23PT23PT23 PT22PT22PT22PT22PT22PT22PT22PT22 PT24PT24PT24PT24 PT24PT24PT24PT24 PT20PT20PT20PT20 PT20PT20PT20PT20 PT20PT20PT20PT20 PT20PT20PT20PT20 PT 20 ON STRUCTUREPT 20 ON STRUCTUREPT 20 ON STRUCTUREPT 20 ON STRUCTURE 7' - 4 " 5' - 4 1 / 2 " 2' - 3 " PT23PT23PT23PT23 PT23PT23PT23PT23 PT23PT23PT23PT23 PT23PT23PT23PT23 PT21PT21PT21PT21PT21PT21PT21PT21 PT22PT22PT22PT22 PT22PT22PT22PT22 PT20PT20PT20PT20PT20PT20PT20PT20PT20PT20PT20PT20 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/4" = 1'-0" 10 / 3 1 / 2 0 1 6 3 : 1 5 : 2 7 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 INTERIOR ELEVATIONS - POOL A212 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/4" = 1'-0"1 POOL 001 WEST 1/4" = 1'-0"3 POOL 001 NORTH 1/4" = 1'-0"2 POOL 001 EAST 1/4" = 1'-0"4 POOL 001 SOUTH 1/4" = 1'-0"5 EXIST NATATORIUM EAST ELEVATION MOVEABLE BLEACHER SEATING BY OWNER PT07PT07PT07PT07 PT07PT07PT07PT07 PT13PT13PT13PT13 PT04PT04PT04PT04 PT05PT05PT05PT05 PT05PT05PT05PT05 PT04PT04PT04PT04 VB01VB01VB01VB01 VB01VB01VB01VB01 PAINT EXPOSED CEILING , HVAC AND STRUCTURE - PT01 , TYP. PT10PT10PT10PT10 PT10PT10PT10PT10 ???? PT05 PT05 PT04 ON STEEL BRACING ST01ST01ST01ST01 ST01ST01ST01ST01 PT04PT04PT04PT04 PT05 PT04PT04PT04PT04 RE: RAILING DETAILS PT05PT05PT05PT05 11 ' - 1 0 3 / 8 " 11 ' - 1 0 3 / 8 " 11 ' - 1 0 3 / 8 " 11 ' - 1 0 3 / 8 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " OPEN OPEN METAL HAND RAILS PT05PT05PT05PT05 PT07PT07PT07PT07 PT07PT07PT07PT07 PT04PT04PT04PT04 PT04PT04PT04PT04 PT07PT07PT07PT07 PT07PT07PT07PT07 PT02PT02PT02PT02 PT02PT02PT02PT02 PT02PT02PT02PT02 PT02PT02PT02PT02 PT07PT07PT07PT07 PT05PT05PT05PT05 PT05PT05PT05PT05 MOVEABLE BLEACHER SEATING ???? PAINT EXPOSED CEILING , HVAC AND STRUCTURE - PT01 , TYP. ???? VB01VB01VB01VB01 RF01RF01RF01RF01 PT04PT04PT04PT04 RF02RF02RF02RF02 RE: RAILING DETAILS SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 07-21-16 50% DD 09-01-16 100% DD ES T E S V A L L E Y C O M M U N I T Y C E N T E R 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/4" = 1'-0" 10 / 3 1 / 2 0 1 6 3 : 1 6 : 5 0 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t Checker Author 10-31-2016 16003 INTERIOR ELEVATIONS - GYM A213 1/4" = 1'-0"2 GYM 131 NORTH 1/4" = 1'-0"1 GYM 131 SOUTH PT10PT10PT10PT10 PT10PT10PT10PT10 PT10PT10PT10PT10 PT01PT01PT01PT01 PT01PT01PT01PT01 PT13PT13PT13PT13 RF01RF01RF01RF01 PT13PT13PT13PT13 PT13PT13PT13PT13 PT07PT07PT07PT07 VCB1VCB1VCB1VCB1 PT12PT12PT12PT12 PT07PT07PT07PT07 PT04PT04PT04PT04 PT07PT07PT07PT07 PT07PT07PT07PT07 PT10PT10PT10PT10 PT07PT07PT07PT07 RF01RF01RF01RF01 PT07PT07PT07PT07 PT04PT04PT04PT04 PT13PT13PT13PT13 PT08PT08PT08PT08 PT08PT08PT08PT08 PT04PT04PT04PT04 PT13PT13PT13PT13 PT04PT04PT04PT04 PT04PT04PT04PT04 RF01RF01RF01RF01 RF01RF01RF01RF01 VCB1VCB1VCB1VCB1 GP01 - GYM WALL PADS GP01 - GYM WALL PADS PT04PT04PT04PT04 VCB1 - 4" VENTED COVE BASE DIVIDING CURTAIN PT01PT01PT01PT01 PT01PT01PT01PT01PT01PT01PT01PT01 PT01PT01PT01PT01 PT13PT13PT13PT13 PT04PT04PT04PT04 PT12PT12PT12PT12 PT04PT04PT04PT04 PT07PT07PT07PT07 PT13PT13PT13PT13 1" W X1/2"D HORIZONTAL REAVEAL PAINT REVEAL PT01 PAINT EXPOSED CEILING , HVAC AND STRUCTURE - PT01 , TYP. MOVEABLE BLEACHER SEATING PT05 ON METAL PIPE RAILS RE STAIR RAILING DETAILS MIRROR PT04PT04PT04PT04 PT04PT04PT04PT04 PT13PT13PT13PT13 PT05 ST01ST01ST01ST01 PT12PT12PT12PT12 PT13PT13PT13PT13 PT08PT08PT08PT08 RF01RF01RF01RF01 PT08PT08PT08PT08 RF02RF02RF02RF02 RAF2RAF2RAF2RAF2 PT08PT08PT08PT08 PT05PT05 PT05PT05 RF02RF02RF02RF02VCB1VCB1VCB1VCB1 GP01 - GYM WALL PADS PAINT EXPOSED CEILING , HVAC AND STRUCTURE - PT01 , TYP. MOVEABLE BLEACHER SEATING PT13PT13PT13PT13 PT04PT04PT04PT04PT13PT13PT13PT13 PT04PT04PT04PT04 PT13PT13PT13PT13 PT07PT07PT07PT07 PT07PT07PT07PT07 PT04PT04PT04PT04 PT04PT04PT04PT04 PT07PT07PT07PT07 PT04PT04PT04PT04 PT07PT07PT07PT07 PT13PT13PT13PT13 PT04PT04PT04PT04 PT04PT04PT04PT04PT04PT04PT04PT04 PT13PT13PT13PT13 PT04PT04PT04PT04 PT07PT07PT07PT07 GP01 - GYM WALL PADS MOVEABLE BLEACHER SEATING PT13PT13PT13PT13 PT07PT07PT07PT07 PT04PT04PT04PT04 RE STAIR RAILING DETAILS VCB1VCB1VCB1VCB1 VB01VB01VB01VB01VB01VB01VB01VB01 VB01 - 4" VENTED COVE BASE DIVIDING CURTAIN PT05 PT05 PT05PT05 VB01VB01VB01VB01 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 07-21-16 50% DD 09-01-16 100% DD ES T E S V A L L E Y C O M M U N I T Y C E N T E R 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/4" = 1'-0" 10 / 3 1 / 2 0 1 6 3 : 2 0 : 2 4 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t Checker Author 10-31-2016 16003 INTERIOR ELEVATIONS - GYM A214 1/4" = 1'-0"1 GYM 131 EAST 1/4" = 1'-0"2 GYM 131 WEST PT11PT11PT11PT11 VB01VB01VB01VB01 PT04PT04PT04PT04 VB01-4" H COVE BASE PT07PT07PT07PT07 PT11PT11PT11PT11 FIREPLACEFIREPLACEFIREPLACEFIREPLACE NS01NS01NS01NS01 PT08PT08PT08PT08 VB01-4" H COVE BASEVB01-4" H COVE BASE PT04PT04PT04PT04 PT04PT04PT04PT04 VB01VB01VB01VB01 PT11PT11PT11PT11 PT11PT11PT11PT11 VB01-4" H COVE BASE PT11PT11PT11PT11 PT07PT07PT07PT07 VB01VB01VB01VB01 PAINT HVAC, STRUCTURE AND EXPOSEDPAINT HVAC, STRUCTURE AND EXPOSEDPAINT HVAC, STRUCTURE AND EXPOSEDPAINT HVAC, STRUCTURE AND EXPOSED CEILING AT KID WATCH - PT19, TYP.CEILING AT KID WATCH - PT19, TYP.CEILING AT KID WATCH - PT19, TYP.CEILING AT KID WATCH - PT19, TYP. RE: MILLWORK DETAILS VB02 4"COVE BASE PT18 ON SOFFIT FACE PT18PT18PT18PT18 PT18PT18PT18PT18PT19PT19PT19PT19 VB02VB02VB02VB02 VB02VB02VB02VB02 RE: MILLWORK DETAILS PT15PT15PT15PT15 VB02VB02VB02VB02 PT19PT19PT19PT19???? VB02 -4" COVE BASE ST01 CAP WALL PT19PT19PT19PT19 ???????? PT14PT14PT14PT14 PT15PT15PT15PT15 PT15PT15PT15PT15 PT15PT15PT15PT15 PT15PT15PT15PT15 RE: MILLWORK DETAILS PT14 PT14PT14PT14PT14 PT14PT14PT14PT14 PT14PT14PT14PT14 PT19PT19PT19PT19 PT19PT19PT19PT19 PT14PT14PT14PT14 PT15 ON LOW WALL PT15 ON SOFFIT FACE RE: MILLWORK DETAILS VB02 4" COVE BASE VB02VB02VB02VB02 PLAM2PLAM2PLAM2PLAM2 VB01VB01VB01VB01 PT03PT03PT03PT03 PT10PT10PT10PT10 PT03PT03PT03PT03 PT03PT03PT03PT03 PT02PT02PT02PT02 VB01VB01VB01VB01 VB01-4" H COVE BASE ???? ???? PLAM1PLAM1PLAM1PLAM1 MET1MET1MET1MET1 PT13PT13PT13PT13 PT13PT13PT13PT13 PT04 ON JOISTS/ STRUCTURE PT02 ON EXPOSED CEILING, IN BETWEEN BEAMS AND JOISTS. RE: MILLWORK DETAILS PT08PT08PT08PT08 PT08PT08PT08PT08 PT02PT02PT02PT02 PLAM2PLAM2PLAM2PLAM2 PLAM2PLAM2PLAM2PLAM2 PT02PT02PT02PT02 PT02PT02PT02PT02 PT13PT13PT13PT13 PT13PT13PT13PT13 PT13PT13PT13PT13 PT13PT13PT13PT13 PLAM2PLAM2PLAM2PLAM2 RE : MILLWORK DETAILS MET1MET1MET1MET1 PLAM1PLAM1PLAM1PLAM1 MET1MET1MET1MET1 PLAM1PLAM1PLAM1PLAM1 PT08PT08PT08PT08 VB01 -4"H. COVE BASE PT02 ON EXPOSED CEILING, IN BETWEEN BEAMS AND JOISTS. PT04 ON JOISTS / STRUCTURE STACKED STONESTACKED STONESTACKED STONESTACKED STONE ST01ST01ST01ST01 SA01SA01SA01SA01 PT04PT04PT04PT04 VB01VB01VB01VB01 SA01SA01SA01SA01 VB01VB01VB01VB01 PAINT HVAC, STRUCTURE AND EXPOSED CEILING AT KID WATCH - PT19, TYP. PT15PT15PT15PT15 VB02VB02VB02VB02 PT15PT15PT15PT15 PT17PT17PT17PT17 PT15PT15PT15PT15 PT18PT18PT18PT18 VB02VB02VB02VB02RE: MILLWORK DETAILS PT15 ON LOW WALL 4" COVE BASE RE: MILLWORK DETAILS PT07PT07PT07PT07 PT07PT07PT07PT07 VB01VB01VB01VB01 PT03PT03PT03PT03 PT03PT03PT03PT03 PT11PT11PT11PT11 VB01VB01VB01VB01 PT07PT07PT07PT07 PT04PT04PT04PT04 PT07PT07PT07PT07 ON GYP BO SOFFIT ON GYP BO SOFFIT RE: MILLWORK DETAILS PT11PT11PT11PT11 PT04PT04PT04PT04 PT09PT09PT09PT09 PT09PT09PT09PT09 PT11PT11PT11PT11 PT003 ON HVAC VB01 - 4" COVE BASE VB01VB01VB01VB01 VB01VB01VB01VB01 PT11PT11PT11PT11 PT04PT04PT04PT04 PT09PT09PT09PT09PT09PT09PT09PT09 PT11PT11PT11PT11 PT09PT09PT09PT09 VB01VB01VB01VB01 VB01 - 4"H COVE BASE PT11 ON FACE OF SOFFIT/BULKHEAD MIRROR PT04PT04PT04PT04 PT11PT11PT11PT11 PT04PT04PT04PT04 PT11PT11PT11PT11 VB01VB01VB01VB01 VB01 4"H COVE BASE PT03 ON HVAC PT11PT11PT11PT11 PT11PT11PT11PT11 PT11PT11PT11PT11 PT10PT10PT10PT10 PT10PT10PT10PT10 PT11PT11PT11PT11 PT10PT10PT10PT10 VB01VB01VB01VB01 VB01VB01VB01VB01 PT04 ON JOISTS / STRUCTURE PT11PT11PT11PT11 VB01VB01VB01VB01 PT10PT10PT10PT10 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/4" = 1'-0" 10 / 3 1 / 2 0 1 6 3 : 2 3 : 2 6 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 INTERIOR ELEVATIONS - KIDS LOWER LEVEL A215 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/4" = 1'-0"12 GAMES 106 W 1/4" = 1'-0"14 GAMES 106 E 1/4" = 1'-0"13 GAMES 106 N 1/4" = 1'-0"11 GAMES 106 S 1/4" = 1'-0"2 INDOOR PLAY 205- KIDS WATCH 288 E 1/4" = 1'-0"3 INDOOR PLAY 205 - KIDS WATCH 288 WEST 1/4" = 1'-0"1 INDOOR PLAY 205 N 1/4" = 1'-0"10 LOWER LOBBY 102 S 1/4" = 1'-0"9 LOWER LOBBY 102 W 1/4" = 1'-0"4 KIDS ENTRY205 S 1/4" = 1'-0"5 HP GROUP EX 124 N 1/4" = 1'-0"6 HP GROUP EX 124 E 1/4" = 1'-0"7 HP GROUP EX 124 S 1/4" = 1'-0"8 HP GROUP EX 124 W 1/4" = 1'-0"15 LOWER LOBBY 102 WE VCB1 - 4" H. VENTED COVE BASE PT07PT07PT07PT07 PT02PT02PT02PT02 PT11PT11PT11PT11 PT07PT07PT07PT07 PT11PT11PT11PT11 ???? MIRROR VCB1 - 4" H. VENTED COVE BASE AT GROUP EX. AREA WITH RWF2 FLOORING VB01 - 4" H. BASE AT STORAGE AREA WITH VCT1 FLOORING ???? PT11PT11PT11PT11 VCB01-4" VENTED COVE BASE PT02PT02PT02PT02 PT02PT02PT02PT02 PT02PT02PT02PT02 VCB1VCB1VCB1VCB1 BALLET BARRE MIRROR VCB1 - 4" H. VENTED COVE BASE PT02PT02PT02PT02 VCB1VCB1VCB1VCB1 PT02PT02PT02PT02 VB01 - 4" COVE BASE PAINT HVAC, CEILING, AND STRUCTURE - PT01, TYP. PT13PT13PT13PT13 VB01VB01VB01VB01 PT07PT07PT07PT07 PT13PT13PT13PT13 PT13PT13PT13PT13 VB01VB01VB01VB01 PT13PT13PT13PT13 PT07PT07PT07PT07 PT13PT13PT13PT13 VB01VB01VB01VB01 PT13PT13PT13PT13 PT13PT13PT13PT13PT13PT13PT13PT13 PT04 ON COLUMN PAINT CEILING, HVAC, AND STRUCTURE PT01, TYP. RE; RAILING DETAILS PT02 PT04 VB01 - 4" H COVE BASE PT02PT02PT02PT02 PT02PT02PT02PT02 PT05PT05PT05PT05 PT02PT02PT02PT02 VB01VB01VB01VB01 PT02PT02PT02PT02 PT02PT02PT02PT02 PT13PT13PT13PT13 SA02 ON TOP OF THIS WALL VB01 - 4" H. COVE BASE VB01 - 4" H. COVE BASE PT13PT13PT13PT13 PT13PT13PT13PT13 PT13PT13PT13PT13 PT13PT13PT13PT13 RF01RF01RF01RF01 SA02SA02SA02SA02 RF01RF01RF01RF01 RF01RF01RF01RF01 PT08PT08PT08PT08 VB01VB01VB01VB01 VB01VB01VB01VB01 PT13PT13PT13PT13 PT04PT04PT04PT04 PT04PT04PT04PT04 PT04PT04PT04PT04 PT04PT04PT04PT04 PAINT CEILING, HVAC, AND STRUCTURE PT01, TYP. RF01RF01RF01RF01 BALLET BARRE VB01 - 4" H COVE BASEVB01VB01VB01VB01 PT02PT02PT02PT02 1/4" = 1'-0"6 MP GROUP EX 262 E 1/4" = 1'-0"4 MP GROUP EX 262 N 1/4" = 1'-0"8 MP GROUP EX 262 S 1/4" = 1'-0"5 MP GROUP EX 262 W 1/4" = 1'-0"3 TRACK 261 - SOUTH 1/4" = 1'-0"1 SOUTH TRACK LOOKING 261 NORTH SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/4" = 1'-0" 10 / 3 1 / 2 0 1 6 3 : 2 5 : 2 3 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 INTERIOR ELEVATIONS - FITNESS AND TRACK A216 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/4" = 1'-0"7 TRACK 261 EAST 1/4" = 1'-0"2 CARDIO 261 WEST VB01 - 4" H. COVE BASE PT03PT03PT03PT03 VB01VB01VB01VB01 PT03PT03PT03PT03 PT04PT04PT04PT04 PT03PT03PT03PT03 PT03PT03PT03PT03 PT04PT04PT04PT04 PT03PT03PT03PT03 PT03PT03PT03PT03 PT03PT03PT03PT03 VB01VB01VB01VB01VB01VB01VB01VB01 PT03PT03PT03PT03 PT08PT08PT08PT08 VB01VB01VB01VB01 PT03PT03PT03PT03 VB01VB01VB01VB01 PT11 ON GYP, BD. SOFFIT, TYP. PT11 ON GYP, BD. SOFFIT, TYP. VB01 - 4" H. COVE BASE PT11PT11PT11PT11 PT11PT11PT11PT11 PT11PT11PT11PT11 PT11PT11PT11PT11 PT11PT11PT11PT11 PT11PT11PT11PT11 PT11PT11PT11PT11 PT11PT11PT11PT11 ???? ???? VB01VB01VB01VB01 ST01ST01ST01ST01 ST01ST01ST01ST01 ST01ST01ST01ST01 PT08PT08PT08PT08 PT11PT11PT11PT11 PT08PT08PT08PT08 PT08PT08PT08PT08 PT04PT04PT04PT04 VB01VB01VB01VB01 SA01SA01SA01SA01 VB01VB01VB01VB01 ST01ST01ST01ST01 VB01VB01VB01VB01 7' - 0 " 7' - 0 " 7' - 0 " 7' - 0 " 5' - 4 " 5' - 4 " 5' - 4 " 5' - 4 " 1' - 8 " 1' - 8 " 1' - 8 " 1' - 8 " MR4 PT04PT04PT04PT04 RAF2RAF2RAF2RAF2 VB01VB01VB01VB01 1' - 8 " 1' - 8 " 1' - 8 " 1' - 8 " 6' - 4 " 6' - 4 " 6' - 4 " 6' - 4 " MR1 MR2 20'-0"20'-0"20'-0"20'-0" 41'-6"41'-6"41'-6"41'-6" MIRRORMIRROR VB01 - 4" H. COVE BASE PAINT EXPOSED CEILING, HVAC, AND STRUCTURE - PT02, TYP. LC05 - CEILING "CLOUDS" PT09 PT09PT09PT09PT09 PT09PT09PT09PT09 ???? VB01VB01VB01VB01 ????PT09PT09PT09PT09 PT09PT09PT09PT09 1' - 8 " 1' - 8 " 1' - 8 " 1' - 8 " 6' - 4 " 6' - 4 " 6' - 4 " 6' - 4 " MIRROR VB01 - 4" H. COVE BASE PAINT EXPOSED CEILING, HVAC, AND STRUCTURE - PT02, TYP. PT07PT07PT07PT07 VB01VB01VB01VB01 PT07PT07PT07PT07 PT07PT07PT07PT07 PT07PT07PT07PT07 PT07PT07PT07PT07 RE: STAIR AND RAIL DETAILS RF01 ON STAIR LANDINGS, TYP. RF02 ON STAIR TREADS AND RISERS, TYP. PT08 VB01 - 4" H. COVE BASE LOCKER LC05 ON CEILING "CLOUDS" PAINT EXPOSED CEILING, HVAC, AND STRUCTURE - PT02, TYP. VB01 - 4" H. COVE BASE PT09PT09PT09PT09 VB01VB01VB01VB01 STACKED STONESTACKED STONESTACKED STONESTACKED STONE PT09PT09PT09PT09 PT08PT08PT08PT08 PT08PT08PT08PT08 PT08PT08PT08PT08 PT08PT08PT08PT08 PT13PT13PT13PT13PT10PT10PT10PT10 PT12PT12PT12PT12 PT12PT12PT12PT12 VB01VB01VB01VB01 PT02PT02PT02PT02 PT02PT02PT02PT02 PT02PT02PT02PT02 PT09PT09PT09PT09 PT08PT08PT08PT08 PT08PT08PT08PT08 STACKED STONESTACKED STONESTACKED STONESTACKED STONE SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 07-21-16 50% DD 09-01-16 100% DD ES T E S V A L L E Y C O M M U N I T Y C E N T E R 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/4" = 1'-0" 10 / 3 1 / 2 0 1 6 3 : 2 6 : 5 7 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t Checker Author 10-31-2016 16003 INTERIOR ELEVATIONS - CONFERENCE A217 1/4" = 1'-0"3 CONFERENCE 141 NE 1/4" = 1'-0"2 CONFERENCE 141 SE 1/4" = 1'-0"1 CONFERENCE 141 SW 1/4" = 1'-0"4 CONFRENCE 141 NW 1/4" = 1'-0"5 LOWER LEVEL FITNESS 123 EAST 1/4" = 1'-0"7 LOWER LEVEL FITNESS 123 SOUTH 1/4" = 1'-0"6 LOWER LEVEL FITNESS 123 WEST 1/4" = 1'-0"8 RAMP TO GYM 123 H. O . M . 48 " M A X H. O . M . 48 " M A X MA X . 40 " MIRROR OVER VANITY SOAP DISPENSER PAPER TOWEL DISPENSER H. O . M . 48 " M A X . 30 " TOILET PAPER HOLDER SANITARY NAPKIN DISPOSAL SANITARY NAPKIN DISPENSER 60" 7" ~ 9" 42"12" 3' - 0 " 16 " T Y P 18 " A D A 17 " A D A 24 " T Y P 60 " A F F M I N 12 " 24" MIN. 15" WATER CLOSET SIDE WALL WATER CLOSET BACK WALL URINAL TOILET PAPER ZONE URINAL SCREEN WHERE OCCURS LAVATORY OR VANITY SINK TYPICAL TOILET ACCESSORIES MOUNTING HEIGHTS TYPICAL PLUMBING FIXTURES AND ACCESSORIES MOUNTING HEIGHTS 60" H. O . M . 40 " M A X 15 " - 1 9 " 34 " CL 15" 72 " 27 " M I N CL CL CL 10"10" AC C 48 " AL L O T H E R S 68 " H. O . M . 48 " M A X 36 " M A X 38 " - 4 3 " BABY CHANGING STATION TOWEL/ COAT HOOKS SURFACE MTD MOP & BROOM HOLDER FIRE EXTINGUISHER CABINET DRINKING FOUNTAINS 40" 40 " MA X . 35 " MIRROR NOT OVER VANITY 4' - 11" 4' - 1 0 " 1' - 0 " 1' - 2 " 7" ~ 9" TOILET PARTITION WHERE SCHEDULED 3' - 6"1' - 0"6"36" 12"-18" 3' - 0 " 16 " 18 " - 2 0 " 1 1 / 2 " MI N . WATER CLOSET SIDE WALL 1-1/2" DIA. GRAB BAR WITH 1-1/2" GAP FROM WALL, TYP WATER CLOSET BACK WALL TOILET PAPER MOUNTING AREA 12 " ST D . 5' - 0" 1' - 0 " 6" TOE SPACE TYPICAL WATER CLOSET MOUNTING HEIGHTS FOR CHILDREN (AGE 3-4) 6" WATER CLOSET SIDE WALL 1 1/2" DIA. GRAB BAR WITH 1 1/2" GAP FROM WALL, TYP SHOWER STALL CONTROL WALL TYPICAL SHOWER STALL MOUNTING HEIGHTS 36 " 36 " 48" 36" SEAT WALL CONTROL WALL BACK WALL C 48 " 38 " LCL 18 " 4" FOLDING SHOWER SEAT 80 " FIXED SHOWER HEAD HAND HELD SHOWER HEAD - WITHIN ZONE 27 " 1-1/2" DIA. GRAB BAR WITH 1-1/2" GAP FROM WALL, TYP TOILET PARTITION WHERE SCHEDULED H.O.M. = HIGHEST OPERABLE MECHANISMH.O.M. = HIGHEST OPERABLE MECHANISMH.O.M. = HIGHEST OPERABLE MECHANISMH.O.M. = HIGHEST OPERABLE MECHANISM 48 " M A X 36 " 15" CONTROL ZONE 12" 36" CL18" 12 " PT02PT02PT02PT02 GLT1GLT1GLT1GLT1 TILE WAINSCOT 4' - 7 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " OPEN PT02PT02PT02PT02 PT02PT02PT02PT02 TPM1 TPM1 TOILET PARTITION 4' - 7 3 / 4 " 4' - 7 3 / 4 " 4' - 7 3 / 4 " 4' - 7 3 / 4 " TILE FULL HEIGHTTILE FULL HEIGHTTILE FULL HEIGHTTILE FULL HEIGHT TILE FULL HEIGHTTILE FULL HEIGHTTILE FULL HEIGHTTILE FULL HEIGHT SP01 SHOWER PARTITIONS PT02PT02PT02PT02 TILE WAINSCOT 4' - 7 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " TPM1 TOILET PARTITION OPEN PT02PT02PT02PT02PT02PT02PT02PT02 TPM1TPM1 TILE WAINSCOT TILE FULL HEIGHTTILE FULL HEIGHTTILE FULL HEIGHTTILE FULL HEIGHT SP01 SHOWER PARTITIONSOPEN SP01 SHOWER PARTITIONS PT21PT21PT21PT21TILE FULL HEIGHTTILE FULL HEIGHTTILE FULL HEIGHTTILE FULL HEIGHT TILE FULL HEIGHTTILE FULL HEIGHTTILE FULL HEIGHTTILE FULL HEIGHT SP01 SHOWER PARTIOTIONS TILE FULL HEIGHTTILE FULL HEIGHTTILE FULL HEIGHTTILE FULL HEIGHT TILE FULL HEIGHTTILE FULL HEIGHTTILE FULL HEIGHTTILE FULL HEIGHT PT06PT06PT06PT06 PT02PT02PT02PT02PT02PT02PT02PT02 PT02PT02PT02PT02 ???? PLAM01 LOCKERSPLAM01 LOCKERS PT02PT02PT02PT02 PT02PT02PT02PT02 4' - 7 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " TILE WAINSCOT TPM1 TOILET PARTITION TPM1 URINAL SCREEN PT02PT02PT02PT02 PT02PT02PT02PT02 TPM1 URINAL SCREEN TILE WAINSCOT TILE FULL HEIGHTTILE FULL HEIGHTTILE FULL HEIGHTTILE FULL HEIGHT SP01 SHOWER PARTITION SP01 SHOWER PARTITION ???? SP01 SHOWER PARTITION OPEN SP01 SHOWER PARTITION SP01 SHOWER PARTITION TILE FULL HEIGHTTILE FULL HEIGHTTILE FULL HEIGHTTILE FULL HEIGHT TILE FULL HEIGHTTILE FULL HEIGHTTILE FULL HEIGHTTILE FULL HEIGHT SP01 SHOWER PARTITION ????TILE FULL HEIGHTTILE FULL HEIGHTTILE FULL HEIGHTTILE FULL HEIGHT PT07PT07PT07PT07 GLT1GLT1GLT1GLT1 PT07PT07PT07PT07???? PT07PT07PT07PT07 4' - 7 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " GLT1GLT1GLT1GLT1PT02PT02PT02PT02PT02PT02PT02PT02 TILE WAINSCOT PT02PT02PT02PT02 TPM1 URINAL SCREEN PT02PT02PT02PT02 PT02PT02PT02PT02PT08PT08PT08PT08 PT08PT08PT08PT08 PT03PT03PT03PT03 PLAM01 LOCKERS PLAM01 LOCKERS PT20PT20PT20PT20 PT20PT20PT20PT20 TILE WAINSCOT 4' - 7 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " PT20PT20PT20PT20 PT20PT20PT20PT20 4' - 7 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " TILE FULL HEIGHTTILE FULL HEIGHTTILE FULL HEIGHTTILE FULL HEIGHT TILE WAINSCOT 4' - 7 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " TILE WAINSCOT PT20PT20PT20PT20 4' - 7 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " PT20PT20PT20PT20 TILE WAINSCOT 4' - 7 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " PT20PT20PT20PT20 TILE WAINSCOT PT20PT20PT20PT20 TILE FULL HEIGHTTILE FULL HEIGHTTILE FULL HEIGHTTILE FULL HEIGHT TILE WAINSCOT 4' - 7 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " PT20PT20PT20PT20TILE FULL HEIGHTTILE FULL HEIGHTTILE FULL HEIGHTTILE FULL HEIGHT TILE WAINSCOT 4' - 7 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " PT20PT20PT20PT20 TILE WAINSCOT SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/4" = 1'-0" 10 / 3 1 / 2 0 1 6 3 : 3 0 : 2 1 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 INTERIOR ELEVATIONS - WET AREAS AT POOL A218 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/4" = 1'-0" MOUNTING HEIGHTS 1/4" = 1'-0"10 W. TOILETS 223 E 1/4" = 1'-0"9 W. TOILETS 223 N 1/4" = 1'-0"16 W. SHOWERS 222 S 1/4" = 1'-0"11 W. TOILETS 223 W 1/4" = 1'-0"12 W. TOILETS 223 S 1/4" = 1'-0"17 W. SHOWERS 222 W 1/4" = 1'-0"14 W. SHOWERS 222 N 1/4" = 1'-0"15 W. SHOWERS 222 E 1/4" = 1'-0"13 WOMENS LOCKER 221 EAST 1/4" = 1'-0"19 M. TOILETS 233 E 1/4" = 1'-0"21 M. TOILETS 233 S 1/4" = 1'-0"26 M. SHOWERS 232 S 1/4" = 1'-0"25 M. SHOWERS 232 W 1/4" = 1'-0"23 M. SHOWERS 232 N 1/4" = 1'-0"24 M. SHOWERS 232 E 1/4" = 1'-0"18 M. WET AREA 231 NW 1/4" = 1'-0"20 M. TOILETS 233 SW 1/4" = 1'-0"22 MENS LOCKER 231 WEST 1/4" = 1'-0"1 GUARD CHANGING 257 N 1/4" = 1'-0"2 GUARD CHANGING 257 E 1/4" = 1'-0"3 GUARD CHANGING 257 S 1/4" = 1'-0"4 GUARD CHANGING 257 W 1/4" = 1'-0"5 ACR 214 (TYP) N 1/4" = 1'-0"6 ACR 214 (TYP) E 1/4" = 1'-0"7 ACR 214 (TYP) S 1/4" = 1'-0"8 ACR 214 (TYP) W TILE WAINSCOT PT02PT02PT02PT02 4' - 6 " 4' - 6 " 4' - 6 " 4' - 6 " PT02PT02PT02PT02 PT02PT02PT02PT02 TILE WAINSCOT 4' - 6 " 4' - 6 " 4' - 6 " 4' - 6 " TILE WAINSCOT PT02PT02PT02PT02 PT02PT02PT02PT02 PT02PT02PT02PT02 4' - 6 " 4' - 6 " 4' - 6 " 4' - 6 " PT02PT02PT02PT02PT02PT02PT02PT02 TILE WAINSCOT PT02PT02PT02PT02 4' - 6 " 4' - 6 " 4' - 6 " 4' - 6 " PT13PT13PT13PT13 TILE WAINSCOT TPM1 TOILET PARTITION PT13PT13PT13PT13PT13PT13PT13PT13 TILE WAINSCOT 4' - 6 " 4' - 6 " 4' - 6 " 4' - 6 " PT13PT13PT13PT13 TILE WAINSCOT 4' - 6 " 4' - 6 " 4' - 6 " 4' - 6 " TPM1TPM1TPM1TPM1 PT13PT13PT13PT13 TILE WAINSCOT 4' - 6 " 4' - 6 " 4' - 6 " 4' - 6 " PT12PT12PT12PT12 TILE WAINSCOT 4' - 6 " 4' - 6 " 4' - 6 " 4' - 6 " PT12PT12PT12PT12 TILE WAINSCOT 4' - 6 " 4' - 6 " 4' - 6 " 4' - 6 " PT12PT12PT12PT12 TILE WAINSCOT 4' - 6 " 4' - 6 " 4' - 6 " 4' - 6 " PT12PT12PT12PT12 TILE WAINSCOT 4' - 6 " 4' - 6 " 4' - 6 " 4' - 6 " H. O . M . 48 " M A X H. O . M . 48 " M A X MA X . 40 " MIRROR OVER VANITY SOAP DISPENSER PAPER TOWEL DISPENSER H. O . M . 48 " M A X . 30 " TOILET PAPER HOLDER SANITARY NAPKIN DISPOSAL SANITARY NAPKIN DISPENSER 60" 7" ~ 9" 42"12" 3' - 0 " 16 " T Y P 18 " A D A 17 " A D A 24 " T Y P 60 " A F F M I N 12 " 24" MIN. 15" WATER CLOSET SIDE WALL WATER CLOSET BACK WALL URINAL TOILET PAPER ZONE URINAL SCREEN WHERE OCCURS LAVATORY OR VANITY SINK TYPICAL TOILET ACCESSORIES MOUNTING HEIGHTS TYPICAL PLUMBING FIXTURES AND ACCESSORIES MOUNTING HEIGHTS 60" H. O . M . 40 " M A X 15 " - 1 9 " 34 " CL 15" 72 " 27 " M I N CL CL CL 10"10" AC C 48 " AL L O T H E R S 68 " H. O . M . 48 " M A X 36 " M A X 38 " - 4 3 " BABY CHANGING STATION TOWEL/ COAT HOOKS SURFACE MTD MOP & BROOM HOLDER FIRE EXTINGUISHER CABINET DRINKING FOUNTAINS 40" 40 " MA X . 35 " MIRROR NOT OVER VANITY 4' - 11" 4' - 1 0 " 1' - 0 " 1' - 2 " 7" ~ 9" TOILET PARTITION WHERE SCHEDULED 3' - 6"1' - 0"6"36" 12"-18" 3' - 0 " 16 " 18 " - 2 0 " 1 1 / 2 " MI N . WATER CLOSET SIDE WALL 1-1/2" DIA. GRAB BAR WITH 1-1/2" GAP FROM WALL, TYP WATER CLOSET BACK WALL TOILET PAPER MOUNTING AREA 12 " ST D . 5' - 0" 1' - 0 " 6" TOE SPACE TYPICAL WATER CLOSET MOUNTING HEIGHTS FOR CHILDREN (AGE 3-4) 6" WATER CLOSET SIDE WALL 1 1/2" DIA. GRAB BAR WITH 1 1/2" GAP FROM WALL, TYP SHOWER STALL CONTROL WALL TYPICAL SHOWER STALL MOUNTING HEIGHTS 36 " 36 " 48" 36" SEAT WALL CONTROL WALL BACK WALL C 48 " 38 " LCL 18 " 4" FOLDING SHOWER SEAT 80 " FIXED SHOWER HEAD HAND HELD SHOWER HEAD - WITHIN ZONE 27 " 1-1/2" DIA. GRAB BAR WITH 1-1/2" GAP FROM WALL, TYP TOILET PARTITION WHERE SCHEDULED H.O.M. = HIGHEST OPERABLE MECHANISMH.O.M. = HIGHEST OPERABLE MECHANISMH.O.M. = HIGHEST OPERABLE MECHANISMH.O.M. = HIGHEST OPERABLE MECHANISM 48 " M A X 36 " 15" CONTROL ZONE 12" 36" CL18" 12 " SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 07-21-16 50% DD 09-01-16 100% DD ES T E S V A L L E Y C O M M U N I T Y C E N T E R 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/4" = 1'-0" 10 / 3 1 / 2 0 1 6 3 : 3 2 : 5 9 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t Checker Author 10-31-2016 16003 INTERIOR ELEVATIONS - WET AREAS A219 1/4" = 1'-0"1 MEN 105 N 1/4" = 1'-0"2 MEN 105 E 1/4" = 1'-0"3 MEN 105 S 1/4" = 1'-0"4 MEN 105 W 1/4" = 1'-0"10 WOMEN 104 E 1/4" = 1'-0"9 WOMEN 104 N 1/4" = 1'-0"11 WOMEN 104 S 1/4" = 1'-0"012 WOMEN 104 W 1/4" = 1'-0"5 WOMEN 111 E 1/4" = 1'-0"6 WOMEN 111 N 1/4" = 1'-0"7 WOMEN 111 W 1/4" = 1'-0"15 WOMEN 204 S 1/4" = 1'-0"8 WOMEN 111S 1/4" = 1'-0"13 WOMEN 204 N 1/4" = 1'-0"14 WOMEN 204 E 1/4" = 1'-0"16 WOMEN 204 W 1/4" = 1'-0"17 MEN 203 E 1/4" = 1'-0"18 MEN 203 N 1/4" = 1'-0"19 MEN 203 S 1/4" = 1'-0"20 MEN 203 W NOTE: MEN 110 SIMILAR 1/4" = 1'-0" MOUNTING HEIGHTS 1/4" CLEAR OUTER GLAZINGOUTER GLAZINGOUTER GLAZINGOUTER GLAZING FA GLASS SCHEDULEGLASS SCHEDULEGLASS SCHEDULEGLASS SCHEDULE DESCRIPTION FIELD VERIFY ALL OPENINGS PRIOR TO FABRICATION -- 'VIF" INDICATES SITUATIONS WHERE THE ACTUAL STOREFRONT DIMENSION WILL BE CONTINGENT ON THE EXTERIOR CLADDING DETAIL ALL FRAMES ARE 2-IN WIDE EXCEPT WHERE 4-IN WIDE MULLIONS ARE INDICATED FRAME TYPE NOTESFRAME TYPE NOTESFRAME TYPE NOTESFRAME TYPE NOTES FRAME TYPE LEGENDFRAME TYPE LEGENDFRAME TYPE LEGENDFRAME TYPE LEGEND ALL EXTERIOR DOORS WITH GLASS TO BE 1" INSULATED 2. 1. FA 3. MARK EXTERIOR DOUBLE THERMAL BREAK ALUMINUM FRAME STOREFRONT SYSTEM - CENTER GLAZED 4-1/2" DEPTH TYPETYPETYPETYPE COATINGCOATINGCOATINGCOATING AIRSPACEAIRSPACEAIRSPACEAIRSPACE INNER GLAZINGINNER GLAZINGINNER GLAZINGINNER GLAZING TYPETYPETYPETYPE COATINGCOATINGCOATINGCOATING SURFACE 2: SOLARBAN 60 1/2" AIR 1/4" CLEAR O OBSCURED OT OBSCURED, TEMPERED IT INSULATED, TEMPERED FR 60 MIN FIRE RESISITIVE SURFACE 4: PILKINGTON ENERGY ADVANTAGE LOW E PANE INDICATORSPANE INDICATORSPANE INDICATORSPANE INDICATORS T TEMPERED F 1/4" FLOAT GLASS ALUMINUM INTERIOR FRAME STOREFRONT SYSTEM - CENTER GLAZED 4-1/2" DEPTH HOLLOW METAL INTERIOR FRAME SYSTEM - CENTER GLAZED 4-1/2" DEPTH FB xx (AL) FBXX (HM) ILT INSULATED, LAMINATED, TEMPERED IL INSULATED, LAMINATED 9' - 6 " 9' - 6 " 9' - 6 " 9' - 6 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 8'-0"8'-0"8'-0"8'-0" ITITITIT FA22FA22FA22FA22 ITITITIT IIII IIII IIII IIII IIII IIII 4'-0"4'-0"4'-0"4'-0" 4'-0"4'-0"4'-0"4'-0" 8'-0"8'-0"8'-0"8'-0" 4'-8"4'-8"4'-8"4'-8"3'-4"3'-4"3'-4"3'-4" 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 4-in4-in4-in4-in mullionmullionmullionmullion ITITITITITITITIT ITITITIT ITITITIT X205B FA23FA23FA23FA23 ITITITIT ITITITIT IIIIIIII 7' - 2 " 7' - 2 " 7' - 2 " 7' - 2 " 4' - 1 0 " 4' - 1 0 " 4' - 1 0 " 4' - 1 0 " VIFVIFVIFVIF 15'-6"15'-6"15'-6"15'-6" 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " ITITITIT X201 FA24FA24FA24FA24 ITITITIT ITITITIT ITITITIT ITITITIT ITITITIT ITITITIT ITITITIT ITITITIT ITITITITITITITIT 4'-7"4'-7"4'-7"4'-7" 6'-4"6'-4"6'-4"6'-4" 4'-7"4'-7"4'-7"4'-7" 15'-6"15'-6"15'-6"15'-6" IIII IIII IIII 10'-4"10'-4"10'-4"10'-4" 11 ' - 0 " 11 ' - 0 " 11 ' - 0 " 11 ' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 3' - 1 " 3' - 1 " 3' - 1 " 3' - 1 " 4' - 1 1 " 4' - 1 1 " 4' - 1 1 " 4' - 1 1 " 7' - 1 " 7' - 1 " 7' - 1 " 7' - 1 " 1' - 2 " 1' - 2 " 1' - 2 " 1' - 2 " 2' - 9 " 2' - 9 " 2' - 9 " 2' - 9 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 3' - 1 " 3' - 1 " 3' - 1 " 3' - 1 " 7' - 6 1 / 4 " 7' - 6 1 / 4 " 7' - 6 1 / 4 " 7' - 6 1 / 4 " ITITITIT ITITITIT ITITITIT ITITITIT FA02FA02FA02FA02 X101 FA12FA12FA12FA12 2'-1"2'-1"2'-1"2'-1" 6'-2"6'-2"6'-2"6'-2" 2'-1"2'-1"2'-1"2'-1" ITITITIT ITITITIT ITITITIT IIIIIIIIIIII IIII IIII IIII IIII IIII IIII 4.5" CORNER4.5" CORNER4.5" CORNER4.5" CORNER MULLIONMULLIONMULLIONMULLION VE R I F Y I N F I E L D VE R I F Y I N F I E L D VE R I F Y I N F I E L D VE R I F Y I N F I E L D VE R I F Y I N F I E L D VE R I F Y I N F I E L D VE R I F Y I N F I E L D VE R I F Y I N F I E L D 7' - 4 " 7' - 4 " 7' - 4 " 7' - 4 " 4' - 1 0 " 4' - 1 0 " 4' - 1 0 " 4' - 1 0 " 2' - 6 " 2' - 6 " 2' - 6 " 2' - 6 " 4-in4-in4-in4-in mullionmullionmullionmullion ITITITIT ITITITIT FA10FA10FA10FA10 IIIIIIII 7' - 4 " 7' - 4 " 7' - 4 " 7' - 4 " 4' - 1 0 " 4' - 1 0 " 4' - 1 0 " 4' - 1 0 " 2' - 6 " 2' - 6 " 2' - 6 " 2' - 6 " 4-in4-in4-in4-in mullionmullionmullionmullion 4'-0 1/2"4'-0 1/2"4'-0 1/2"4'-0 1/2" 4'-0"4'-0"4'-0"4'-0" 4'-0 1/2"4'-0 1/2"4'-0 1/2"4'-0 1/2" ITITITIT ITITITITITITITIT FA11FA11FA11FA11 IIII IIII IIII 7' - 4 " 7' - 4 " 7' - 4 " 7' - 4 " 12'-1"12'-1"12'-1"12'-1" 7' - 2 " 7' - 2 " 7' - 2 " 7' - 2 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 4-in4-in4-in4-in mullionmullionmullionmullion ITITITIT IIII IIII FA01FA01FA01FA01 IIII IIII IIII IIII ITITITIT ITITITIT 4'-0"4'-0"4'-0"4'-0" 7' - 2 " 7' - 2 " 7' - 2 " 7' - 2 " 8'-0"8'-0"8'-0"8'-0" 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 4' - 9 " 4' - 9 " 4' - 9 " 4' - 9 " 4-in4-in4-in4-in mullionmullionmullionmullion 4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0" FA04FA04FA04FA04 ITITITIT ITITITIT IIIIIIII 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " ITITITIT ITITITIT FA09FA09FA09FA09 IIII IIII IIII IIII IIII IIII IIII IIII 4'-1"4'-1"4'-1"4'-1"4'-1"4'-1"4'-1"4'-1" 8'-2"8'-2"8'-2"8'-2" 4'-8"4'-8"4'-8"4'-8" 3' - 4 " 3' - 4 " 3' - 4 " 3' - 4 " FA14FA14FA14FA14 IIII 7' - 2 " 7' - 2 " 7' - 2 " 7' - 2 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 3'-3"3'-3"3'-3"3'-3"5'-4"5'-4"5'-4"5'-4"5'-5"5'-5"5'-5"5'-5" 14'-0"14'-0"14'-0"14'-0" ITITITIT ITITITIT ITITITIT ITITITITITITITIT X141C FA05FA05FA05FA05 IIII IIII 14'-0"14'-0"14'-0"14'-0" 7' - 2 " 7' - 2 " 7' - 2 " 7' - 2 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 3'-3"3'-3"3'-3"3'-3"5'-4"5'-4"5'-4"5'-4"5'-5"5'-5"5'-5"5'-5" ITITITIT ITITITIT IIII X141A FA06FA06FA06FA06 IIIIITITITIT ITITITIT ITITITIT 4'-9"4'-9"4'-9"4'-9" 4'-9"4'-9"4'-9"4'-9" 4'-9"4'-9"4'-9"4'-9" 4'-9"4'-9"4'-9"4'-9" 6' - 0 " 6' - 0 " 6' - 0 " 6' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " ITITITIT ITITITIT FA18FA18FA18FA18 ITITITITITITITIT IIIIIIIIIIIIIIII 19'-0"19'-0"19'-0"19'-0" 8' - 0 " 8' - 0 " 8' - 0 " 8' - 0 " 8' - 0 " 8' - 0 " 8' - 0 " 8' - 0 " 11'-4"11'-4"11'-4"11'-4" 7'-0"7'-0"7'-0"7'-0"4'-4"4'-4"4'-4"4'-4" 5' - 4 " 5' - 4 " 5' - 4 " 5' - 4 " 2' - 8 " 2' - 8 " 2' - 8 " 2' - 8 " ITITITIT ITITITIT FA19FA19FA19FA19 IIII IIII 11'-4"11'-4"11'-4"11'-4" IIII IIII 18' 8" MASONRY RO18' 8" MASONRY RO18' 8" MASONRY RO18' 8" MASONRY RO 18'-4"18'-4"18'-4"18'-4" MA S O N R Y R O MA S O N R Y R O MA S O N R Y R O MA S O N R Y R O 15 ' - 4 " 15 ' - 4 " 15 ' - 4 " 15 ' - 4 " 3'-4"3'-4"3'-4"3'-4" 7'-6"7'-6"7'-6"7'-6"7'-6"7'-6"7'-6"7'-6" 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 8 " 2' - 8 " 2' - 8 " 2' - 8 " 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " 2' - 8 " 2' - 8 " 2' - 8 " 2' - 8 " 4-in4-in4-in4-in mullionmullionmullionmullion ITITITIT FA20FA20FA20FA20 ITITITIT ITITITIT ITITITIT ITITITIT IIII IIII IIII IIII IIIIIIII IIIIIIII brake metal adaptorbrake metal adaptorbrake metal adaptorbrake metal adaptor at horizontal girtat horizontal girtat horizontal girtat horizontal girt 10 " ITITITITITITITIT IIII X251 MA S O N R Y R O MA S O N R Y R O MA S O N R Y R O MA S O N R Y R O 12 ' - 8 " 12 ' - 8 " 12 ' - 8 " 12 ' - 8 " MASONRY ROMASONRY ROMASONRY ROMASONRY RO 16'-0"16'-0"16'-0"16'-0" 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 9 " 2' - 9 " 2' - 9 " 2' - 9 " 2' - 9 " 2' - 9 " 2' - 9 " 2' - 9 " 3'-5"3'-5"3'-5"3'-5"6'-3"6'-3"6'-3"6'-3"6'-4"6'-4"6'-4"6'-4" 4-in4-in4-in4-in mullionmullionmullionmullion ITITITITITITITIT FA21FA21FA21FA21 X251A ITITITIT ITITITIT ITITITIT ITITITITITITITIT ITITITIT IIII IIII IIII IIII IIII IIII 4'-0"4'-0"4'-0"4'-0" 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " ITITITIT FA16FA16FA16FA16 IIII IIII 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 13 ' - 9 " 13 ' - 9 " 13 ' - 9 " 13 ' - 9 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 8' - 0 " 8' - 0 " 8' - 0 " 8' - 0 " 6'-4"6'-4"6'-4"6'-4"6'-4"6'-4"6'-4"6'-4"4'-6 5/8"4'-6 5/8"4'-6 5/8"4'-6 5/8" 10 " 10 " 10 " 10 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 3' - 3 " 3' - 3 " 3' - 3 " 3' - 3 " 3' - 1 1 " 3' - 1 1 " 3' - 1 1 " 3' - 1 1 " 3' - 3 " 3' - 3 " 3' - 3 " 3' - 3 " 3' - 4 " 3' - 4 " 3' - 4 " 3' - 4 " ILTILTILTILT ILTILTILTILTILTILTILTILT ILTILTILTILTILTILTILTILT ILTILTILTILT FA07FA07FA07FA07 FA17FA17FA17FA17 ILTILTILTILT ILTILTILTILT 17'-2 5/8"17'-2 5/8"17'-2 5/8"17'-2 5/8" ITITITIT ITITITIT ITITITIT IIIIIIIIIIII ILTILTILTILT ILILILIL ILILILIL ILILILIL 4-in mullion4-in mullion4-in mullion4-in mullion 7' - 2 " 7' - 2 " 7' - 2 " 7' - 2 " 3' - 3 " 3' - 3 " 3' - 3 " 3' - 3 " 3' - 4 " 3' - 4 " 3' - 4 " 3' - 4 " brake metal adpatorbrake metal adpatorbrake metal adpatorbrake metal adpator at horizontal girtat horizontal girtat horizontal girtat horizontal girt 10 " 10 " 10 " 10 " insulated brake metalinsulated brake metalinsulated brake metalinsulated brake metal VIFVIFVIFVIF 5'-0"5'-0"5'-0"5'-0" 11 ' - 0 " 11 ' - 0 " 11 ' - 0 " 11 ' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 8' - 0 " 8' - 0 " 8' - 0 " 8' - 0 " VIFVIFVIFVIF 5'-1 5/8"5'-1 5/8"5'-1 5/8"5'-1 5/8" 3' - 7 " 3' - 7 " 3' - 7 " 3' - 7 " 3' - 6 " 3' - 6 " 3' - 6 " 3' - 6 " 1' - 2 " 1' - 2 " 1' - 2 " 1' - 2 " 2' - 9 " 2' - 9 " 2' - 9 " 2' - 9 " 3' - 1 " 3' - 1 " 3' - 1 " 3' - 1 " 3' - 1 " 3' - 1 " 3' - 1 " 3' - 1 " 4' - 1 1 " 4' - 1 1 " 4' - 1 1 " 4' - 1 1 " ITITITIT FA03FA03FA03FA03 FA13FA13FA13FA13 4.5" CORNER4.5" CORNER4.5" CORNER4.5" CORNER MULLIONMULLIONMULLIONMULLION INSULATED ALUM.INSULATED ALUM.INSULATED ALUM.INSULATED ALUM. PANELPANELPANELPANEL IIII IIII IIII IIII IIII 6' - 0 " 6' - 0 " 6' - 0 " 6' - 0 " 8'-0"8'-0"8'-0"8'-0" 4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0" 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " IIII IIII FA15FA15FA15FA15 IIII IIII 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 9'-0"9'-0"9'-0"9'-0" FA25FA25FA25FA25 IIII 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 11'-4"11'-4"11'-4"11'-4" 4' - 2 " 4' - 2 " 4' - 2 " 4' - 2 " 7'-0"7'-0"7'-0"7'-0" 4'-4"4'-4"4'-4"4'-4" FA08FA08FA08FA08 IIII IIII 2' - 8 " 2' - 8 " 2' - 8 " 2' - 8 " 6'-0"6'-0"6'-0"6'-0" 6'-0"6'-0"6'-0"6'-0" 6'-0"6'-0"6'-0"6'-0" 18'-0"18'-0"18'-0"18'-0" FA26FA26FA26FA26 IIII IIII IIII SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/4" = 1'-0" 10 / 3 1 / 2 0 1 6 2 : 5 5 : 3 2 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 EXTERIOR FRAME ELEVATIONS A221 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/4" = 1'-0" GLASS SCHEDULE AND NOTES 1/4" = 1'-0"22 FA22 1/4" = 1'-0"23 FA23 1/4" = 1'-0"24 FA24 1/4" = 1'-0"2 FA02 and FA12 1/4" = 1'-0"10 FA10 1/4" = 1'-0"11 FA11 1/4" = 1'-0"1 FA01 1/4" = 1'-0"4 FA04 1/4" = 1'-0"9 FA09 1/4" = 1'-0"14 FA14 1/4" = 1'-0"5 FA05 1/4" = 1'-0"6 FA06 1/4" = 1'-0"18 FA18 1/4" = 1'-0"19 FA19 1/4" = 1'-0"20 FA20 1/4" = 1'-0"21 FA21 1/4" = 1'-0"16 FA16 1/4" = 1'-0"7 FA07 and FA17 1/4" = 1'-0"3 FA03 and FA 13 1/4" = 1'-0"15 FA15 1/4" = 1'-0"25 FA25 CLERESTORY 1/4" = 1'-0"8 FA08 1/4" = 1'-0"26 FA26 CLERESTORY 10 ' - 0 " T O 10 ' - 0 " T O 10 ' - 0 " T O 10 ' - 0 " T O LO W E R F . F . L LO W E R F . F . L LO W E R F . F . L LO W E R F . F . L 4' - 0 " T O 4' - 0 " T O 4' - 0 " T O 4' - 0 " T O F. F . L . F. F . L . F. F . L . F. F . L . 7' - 0 " T O 7' - 0 " T O 7' - 0 " T O 7' - 0 " T O F. F . L . F. F . L . F. F . L . F. F . L . 2015 IECC NOTE:2015 IECC NOTE:2015 IECC NOTE:2015 IECC NOTE: U-VALUE PROJECTION BASED ON THE GLAZING AND COATINGS DESCRIBED IN SCHEDULEU-VALUE PROJECTION BASED ON THE GLAZING AND COATINGS DESCRIBED IN SCHEDULEU-VALUE PROJECTION BASED ON THE GLAZING AND COATINGS DESCRIBED IN SCHEDULEU-VALUE PROJECTION BASED ON THE GLAZING AND COATINGS DESCRIBED IN SCHEDULE BELOW, INSTALLED IN THE SPECIFIED DOUBLE THERMAL BREAK STOREFRONT SYSTEM.BELOW, INSTALLED IN THE SPECIFIED DOUBLE THERMAL BREAK STOREFRONT SYSTEM.BELOW, INSTALLED IN THE SPECIFIED DOUBLE THERMAL BREAK STOREFRONT SYSTEM.BELOW, INSTALLED IN THE SPECIFIED DOUBLE THERMAL BREAK STOREFRONT SYSTEM. OLDCASTLE GLAZING CALCULATOR WAS USED TO CALCULATE CENTER OF GLASS U-VALUE OFOLDCASTLE GLAZING CALCULATOR WAS USED TO CALCULATE CENTER OF GLASS U-VALUE OFOLDCASTLE GLAZING CALCULATOR WAS USED TO CALCULATE CENTER OF GLASS U-VALUE OFOLDCASTLE GLAZING CALCULATOR WAS USED TO CALCULATE CENTER OF GLASS U-VALUE OF .23, YIELDING A .23, YIELDING A .23, YIELDING A .23, YIELDING A DESIGN ASSEMBLY U-VALUE OF .32DESIGN ASSEMBLY U-VALUE OF .32DESIGN ASSEMBLY U-VALUE OF .32DESIGN ASSEMBLY U-VALUE OF .32. SELECTED GLAZING AND STOREFRONT. SELECTED GLAZING AND STOREFRONT. SELECTED GLAZING AND STOREFRONT. SELECTED GLAZING AND STOREFRONT SUPPLIER TO PROVIDE CERITIFICATE OF COMPLIANCE SHOWING EQUAL OR BETTER U-VALUE.SUPPLIER TO PROVIDE CERITIFICATE OF COMPLIANCE SHOWING EQUAL OR BETTER U-VALUE.SUPPLIER TO PROVIDE CERITIFICATE OF COMPLIANCE SHOWING EQUAL OR BETTER U-VALUE.SUPPLIER TO PROVIDE CERITIFICATE OF COMPLIANCE SHOWING EQUAL OR BETTER U-VALUE. 2"2"2"2" 3' - 8 " 3' - 8 " 3' - 8 " 3' - 8 " 2"2"2"2" 6' - 1 0 " 6' - 1 0 " 6' - 1 0 " 6' - 1 0 " 2"2"2"2" 11 ' - 0 " 11 ' - 0 " 11 ' - 0 " 11 ' - 0 " 10'-3 3/4"10'-3 3/4"10'-3 3/4"10'-3 3/4" 2"2"2"2" 1'-9 7/8"1'-9 7/8"1'-9 7/8"1'-9 7/8" 2"2"2"2"6'-0"6'-0"6'-0"6'-0"2"2"2"2" 1'-10"1'-10"1'-10"1'-10" 2"2"2"2" 102A ITITITIT TTTT TTTT FB01FB01FB01FB01 10'-3 3/4"10'-3 3/4"10'-3 3/4"10'-3 3/4" ITITITIT ITITITIT ITITITIT ITITITIT 3 / A6013 / A6013 / A6013 / A601 7 / A6017 / A6017 / A6017 / A601 11 / A60111 / A60111 / A60111 / A601 3 / A6013 / A6013 / A6013 / A601 3' - 8 " 3' - 8 " 3' - 8 " 3' - 8 " 3' - 6 " 3' - 6 " 3' - 6 " 3' - 6 " 5'-6"5'-6"5'-6"5'-6" ILTILTILTILT FB03FB03FB03FB03 6 / A6016 / A6016 / A6016 / A6015 / A6015 / A6015 / A6015 / A601 7' - 2 " 7' - 2 " 7' - 2 " 7' - 2 " 1'-9"1'-9"1'-9"1'-9"3'-3"3'-3"3'-3"3'-3" 3' - 8 " 3' - 8 " 3' - 8 " 3' - 8 " 3' - 6 " 3' - 6 " 3' - 6 " 3' - 6 " ITITITIT ITITITIT FB02FB02FB02FB02 10 / A60110 / A60110 / A60110 / A601 2 / A6012 / A6012 / A6012 / A601 3 / A6013 / A6013 / A6013 / A601 11 / A60111 / A60111 / A60111 / A601 102C 5'-0"5'-0"5'-0"5'-0" 3' - 7 " 3' - 7 " 3' - 7 " 3' - 7 " 3' - 7 " 3' - 7 " 3' - 7 " 3' - 7 " 2'-5"2'-5"2'-5"2'-5"6'-2"6'-2"6'-2"6'-2"2'-5"2'-5"2'-5"2'-5" 11'-0"11'-0"11'-0"11'-0" 7' - 2 " 7' - 2 " 7' - 2 " 7' - 2 " 102B TTTT FB04FB04FB04FB04 7' - 2 " 7' - 2 " 7' - 2 " 7' - 2 " TTTT TTTT TTTT TTTTTTTT 10 / A60110 / A60110 / A60110 / A60111 / A60111 / A60111 / A60111 / A601 2 / A6012 / A6012 / A6012 / A601 7 / A6017 / A6017 / A6017 / A601 1247' - 1 " 7' - 1 " 7' - 1 " 7' - 1 " 1' - 1 1 " 1' - 1 1 " 1' - 1 1 " 1' - 1 1 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 1'-5"1'-5"1'-5"1'-5"6'-2"6'-2"6'-2"6'-2"1'-5"1'-5"1'-5"1'-5" 9'-0"9'-0"9'-0"9'-0" FB05FB05FB05FB05 ITITITIT ITITITITITITITIT ITITITIT ITITITIT ITITITITITITITIT 10 / A60110 / A60110 / A60110 / A60111 / A60111 / A60111 / A60111 / A601 7 / A6017 / A6017 / A6017 / A601 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " 5' - 2 " 5' - 2 " 5' - 2 " 5' - 2 " SI L L SI L L SI L L SI L L 2' - 6 " 2' - 6 " 2' - 6 " 2' - 6 " 8' - 0 " 8' - 0 " 8' - 0 " 8' - 0 " 5'-0"5'-0"5'-0"5'-0" FB06FB06FB06FB06 ITITITIT ITITITIT 6 / A6016 / A6016 / A6016 / A601 5 / A6015 / A6015 / A6015 / A601 202 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " ITITITIT ITITITIT FB07FB07FB07FB07 ITITITIT ITITITIT ITITITIT ITITITIT ITITITIT ITITITIT ITITITIT ITITITIT ITITITIT IIIIIIIIIIII 4'-5"4'-5"4'-5"4'-5" 4"4"4"4"6'-0"6'-0"6'-0"6'-0"4"4"4"4" 4'-5"4'-5"4'-5"4'-5" 15'-6"15'-6"15'-6"15'-6" 10 / A60110 / A60110 / A60110 / A60111 / A60111 / A60111 / A60111 / A601 7 / A6017 / A6017 / A6017 / A601 7' - 0 " 7' - 0 " 7' - 0 " 7' - 0 " 6'-0"6'-0"6'-0"6'-0" 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 270 TTTT TTTT TTTT TTTT 270FB16FB16FB16FB16 cornercornercornercorner mullionmullionmullionmullion 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 7' - 2 " 7' - 2 " 7' - 2 " 7' - 2 " 4 1/2"4 1/2"4 1/2"4 1/2"1'-2 1/4"1'-2 1/4"1'-2 1/4"1'-2 1/4" 3'-0"3'-0"3'-0"3'-0" 1 7/8"1 7/8"1 7/8"1 7/8" 4'-8 5/8"4'-8 5/8"4'-8 5/8"4'-8 5/8" 5 / A6015 / A6015 / A6015 / A601 6 / A6016 / A6016 / A6016 / A601 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 3'-6"3'-6"3'-6"3'-6" 7' - 2 " 7' - 2 " 7' - 2 " 7' - 2 " cornercornercornercorner mullionmullionmullionmullion TTTT FB17FB17FB17FB17 TTTT TTTT 4 1/2"4 1/2"4 1/2"4 1/2"2'-11 1/2"2'-11 1/2"2'-11 1/2"2'-11 1/2"2"2"2"2" 8'-0"8'-0"8'-0"8'-0" 7' - 4 " 7' - 4 " 7' - 4 " 7' - 4 " 5'-4"5'-4"5'-4"5'-4"2'-8"2'-8"2'-8"2'-8" 2' - 7 " 2' - 7 " 2' - 7 " 2' - 7 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 4-in head mullion4-in head mullion4-in head mullion4-in head mullion typ. at cmu walltyp. at cmu walltyp. at cmu walltyp. at cmu wall ITITITIT ITITITIT FB10FB10FB10FB10 ITITITIT ITITITIT ITITITIT ITITITIT 14 / A60114 / A60114 / A60114 / A601 15 / A60115 / A60115 / A60115 / A601 7 / A6017 / A6017 / A6017 / A601 60 deg60 deg60 deg60 deg cornercornercornercorner mullion permullion permullion permullion per mfrmfrmfrmfr 7' - 2 " 7' - 2 " 7' - 2 " 7' - 2 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2'-0"2'-0"2'-0"2'-0" TTTT FB20FB20FB20FB20 ITITITIT ITITITIT ITITITIT 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 4' - 9 " 4' - 9 " 4' - 9 " 4' - 9 " 1' - 1 0 " 1' - 1 0 " 1' - 1 0 " 1' - 1 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " ITITITIT ITITITIT 2'-3"2'-3"2'-3"2'-3" 3'-3"3'-3"3'-3"3'-3" 5'-6"5'-6"5'-6"5'-6" 6 / A6016 / A6016 / A6016 / A601 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 7 " 2' - 7 " 2' - 7 " 2' - 7 " 7' - 4 " 7' - 4 " 7' - 4 " 7' - 4 " 3'-3"3'-3"3'-3"3'-3"3'-3"3'-3"3'-3"3'-3" 6'-6"6'-6"6'-6"6'-6" 205A ITITITIT ITITITIT ITITITIT ITITITIT FB08FB08FB08FB08 10 / A60110 / A60110 / A60110 / A601 3 / A6013 / A6013 / A6013 / A601 7 / A6017 / A6017 / A6017 / A601 13 / A60113 / A60113 / A60113 / A601 16 / A60116 / A60116 / A60116 / A601 4-in4-in4-in4-in mullionmullionmullionmullion ITITITIT ITITITIT ITITITIT ITITITIT 211 FB09FB09FB09FB09 4'-1"4'-1"4'-1"4'-1"3'-3"3'-3"3'-3"3'-3" 7'-4"7'-4"7'-4"7'-4" 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 7 " 2' - 7 " 2' - 7 " 2' - 7 " 7' - 4 " 7' - 4 " 7' - 4 " 7' - 4 " 3 / A6013 / A6013 / A6013 / A601 12 / A60112 / A60112 / A60112 / A601 10 / A60110 / A60110 / A60110 / A601 13 / A60113 / A60113 / A60113 / A601 16 / A60116 / A60116 / A60116 / A601 1/4" CLEAR OUTER GLAZINGOUTER GLAZINGOUTER GLAZINGOUTER GLAZING FA GLASS SCHEDULEGLASS SCHEDULEGLASS SCHEDULEGLASS SCHEDULE DESCRIPTION FIELD VERIFY ALL OPENINGS PRIOR TO FABRICATION -- 'VIF" INDICATES SITUATIONS WHERE THE ACTUAL STOREFRONT DIMENSION WILL BE CONTINGENT ON THE EXTERIOR CLADDING DETAIL ALL FRAMES ARE 2-IN WIDE EXCEPT WHERE 4-IN WIDE MULLIONS ARE INDICATED FRAME TYPE NOTESFRAME TYPE NOTESFRAME TYPE NOTESFRAME TYPE NOTES FRAME TYPE LEGENDFRAME TYPE LEGENDFRAME TYPE LEGENDFRAME TYPE LEGEND ALL EXTERIOR DOORS WITH GLASS TO BE 1" INSULATED 2. 1. FA 3. MARK EXTERIOR DOUBLE THERMAL BREAK ALUMINUM FRAME STOREFRONT SYSTEM - CENTER GLAZED 4-1/2" DEPTH TYPETYPETYPETYPE COATINGCOATINGCOATINGCOATING AIRSPACEAIRSPACEAIRSPACEAIRSPACE INNER GLAZINGINNER GLAZINGINNER GLAZINGINNER GLAZING TYPETYPETYPETYPE COATINGCOATINGCOATINGCOATING SURFACE 2: SOLARBAN 60 1/2" AIR 1/4" CLEAR O OBSCURED OT OBSCURED, TEMPERED IT INSULATED, TEMPERED FR 60 MIN FIRE RESISITIVE SURFACE 4: PILKINGTON ENERGY ADVANTAGE LOW E PANE INDICATORSPANE INDICATORSPANE INDICATORSPANE INDICATORS T TEMPERED F 1/4" FLOAT GLASS ALUMINUM INTERIOR FRAME STOREFRONT SYSTEM - CENTER GLAZED 4-1/2" DEPTH HOLLOW METAL INTERIOR FRAME SYSTEM - CENTER GLAZED 4-1/2" DEPTH FB xx (AL) FBXX (HM) ILT INSULATED, LAMINATED, TEMPERED IL INSULATED, LAMINATED 10'-0"10'-0"10'-0"10'-0" 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 7 " 2' - 7 " 2' - 7 " 2' - 7 " 2'-8"2'-8"2'-8"2'-8"4'-8"4'-8"4'-8"4'-8"2'-8"2'-8"2'-8"2'-8" 4-in4-in4-in4-in mullionmullionmullionmullion ITITITIT FB11FB11FB11FB11 ITITITIT ITITITIT ITITITIT ITITITIT ITITITIT ITITITIT ITITITIT ITITITIT 15 / A60115 / A60115 / A60115 / A601 14 / A60114 / A60114 / A60114 / A601 7 / A6017 / A6017 / A6017 / A601 7' - 4 " 7' - 4 " 7' - 4 " 7' - 4 " 7' - 4 " 7' - 4 " 7' - 4 " 7' - 4 " 10'-8"10'-8"10'-8"10'-8" 3'-3"3'-3"3'-3"3'-3"4'-9"4'-9"4'-9"4'-9"2'-8"2'-8"2'-8"2'-8" 4-in4-in4-in4-in mullionmullionmullionmullion ITITITIT FB12FB12FB12FB12 258 15 / A60115 / A60115 / A60115 / A601 14 / A60114 / A60114 / A60114 / A601 1 / A6011 / A6011 / A6011 / A601 4 / A6014 / A6014 / A6014 / A601 ITITITIT ITITITIT 3' - 4 " 3' - 4 " 3' - 4 " 3' - 4 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 8'-0"8'-0"8'-0"8'-0" 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 7 " 2' - 7 " 2' - 7 " 2' - 7 " 2'-8"2'-8"2'-8"2'-8"5'-4"5'-4"5'-4"5'-4" 4-in4-in4-in4-in mullionmullionmullionmullion ITITITIT FB13FB13FB13FB13 15 / A60115 / A60115 / A60115 / A601 14 / A60114 / A60114 / A60114 / A601 7 / A6017 / A6017 / A6017 / A601 7' - 4 " 7' - 4 " 7' - 4 " 7' - 4 " ITITITIT ITITITIT ITITITIT ITITITIT ITITITIT 4' - 8 " 4' - 8 " 4' - 8 " 4' - 8 " 6'-0"6'-0"6'-0"6'-0" ITITITIT 4-in4-in4-in4-in mullionmullionmullionmullion FB14FB14FB14FB14 15 / A60115 / A60115 / A60115 / A601 14 / A60114 / A60114 / A60114 / A601 2' - 8 " 2' - 8 " 2' - 8 " 2' - 8 " 7' - 4 " 7' - 4 " 7' - 4 " 7' - 4 " 7' - 2 " 7' - 2 " 7' - 2 " 7' - 2 " 2"2"2"2" 6' - 1 0 " 6' - 1 0 " 6' - 1 0 " 6' - 1 0 " 2"2"2"2" 5'-4"5'-4"5'-4"5'-4" 2"2"2"2"3'-0"3'-0"3'-0"3'-0"2"2"2"2"1'-10"1'-10"1'-10"1'-10"2"2"2"2" ITITITIT FB21FB21FB21FB21 ITITITIT 6 / A6016 / A6016 / A6016 / A601 5 / A6015 / A6015 / A6015 / A601 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 1'-4"1'-4"1'-4"1'-4"3'-0"3'-0"3'-0"3'-0"1'-4"1'-4"1'-4"1'-4" TTTT TTTT TTTT TTTT TTTT TTTT TTTT FB18FB18FB18FB187' - 2 " 7' - 2 " 7' - 2 " 7' - 2 " 7' - 2 " 7' - 2 " 7' - 2 " 7' - 2 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2'-0"2'-0"2'-0"2'-0" TTTT CORNERCORNERCORNERCORNER MULLIONMULLIONMULLIONMULLION PER MANUF.PER MANUF.PER MANUF.PER MANUF. CORNERCORNERCORNERCORNER MULLIONMULLIONMULLIONMULLION PER MANUF.PER MANUF.PER MANUF.PER MANUF. FB19FB19FB19FB19 3' - 0 " 6' - 0 " 3' - 5 1/4" IIII FB22FB22FB22FB22 9' - 0 " SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 2 : 5 5 : 4 9 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 INTERIOR FRAME ELEVATIONS A222 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/2" = 1'-0"1 FB01 (AL) 1/2" = 1'-0"3 FB03 (HM) 1/2" = 1'-0"2 FB02 (HM) 1/2" = 1'-0"4 FB04 (HM) 1/2" = 1'-0"5 FB05 (HM) 1/2" = 1'-0"6 FB06 (HM) 1/2" = 1'-0"7 FB07 (AL) 1/2" = 1'-0"16 FB16 (HM) 1/2" = 1'-0"17 FB17 (HM) 1/2" = 1'-0"10 FB10 (AL) 1/2" = 1'-0"20 FB20 (HM) 1/2" = 1'-0"15 FB15 (HM) 1/2" = 1'-0"8 FB08 (AL) 1/2" = 1'-0"9 FB09 (AL) LOWER LEVELLOWER LEVELLOWER LEVELLOWER LEVEL UPPER LEVELUPPER LEVELUPPER LEVELUPPER LEVEL 1/4" = 1'-0" GLASS SCHEDULE AND NOTES 1/2" = 1'-0"11 FB11 (AL) 1/2" = 1'-0"12 FB12 (AL) 1/2" = 1'-0"13 FB13 (AL) 1/2" = 1'-0"14 FB14 (AL) 1/2" = 1'-0"21 FB21 (HM) 1/2" = 1'-0"18 FB18 (HM) 1/2" = 1'-0"19 FB19 (HM) 1/2" = 1'-0"22 FB22 ELEVATION (HM) T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007T ectonic Cop yright 2007T ectonic Cop yright 2007 T ectonic Cop yright 2007T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 UPPER LEVEL 0' - 0" LOWER LEVEL -15' - 0" BQ POOL ROOF 24' - 0" GYM ROOF 21' - 0" L CDEFGK ACTIVITY POOLACTIVITY POOLACTIVITY POOLACTIVITY POOL 001 GYMGYMGYMGYM 131 GYM STORAGEGYM STORAGEGYM STORAGEGYM STORAGE 132 A304 1 A303 3 A.1HJ CARDIOCARDIOCARDIOCARDIO 261GUARDSGUARDSGUARDSGUARDS 258 EXIST LAUNDRYEXIST LAUNDRYEXIST LAUNDRYEXIST LAUNDRY A111 EXIST NATATORIUMEXIST NATATORIUMEXIST NATATORIUMEXIST NATATORIUM A110 CARDIOCARDIOCARDIOCARDIO 261 A307 5 SIM UPPER LEVEL 0' - 0" LOWER LEVEL -15' - 0" OFFICE ROOF 16' - 0" POOL ROOF 24' - 0" AB LOW PLATE -4' - 0" AE ADAH AC REC ROOF 2' - 0" AG AF AA COMMUNITYCOMMUNITYCOMMUNITYCOMMUNITY 141 MENMENMENMEN 203 WOMENWOMENWOMENWOMEN 204 DESK STAFFDESK STAFFDESK STAFFDESK STAFF 272 LOBBYLOBBYLOBBYLOBBY 202 A306 8 A306 1 UPPER LEVEL 0' - 0" 2 POOL ROOF 24' - 0" 910 16.4 LOBBYLOBBYLOBBYLOBBY 202 VESTIBULEVESTIBULEVESTIBULEVESTIBULE 201 6 A301 NATORIUMNATORIUMNATORIUMNATORIUM 251 UPPER LEVEL 0' - 0" LOWER LEVEL -15' - 0" OFFICE ROOF 16' - 0" GYM ROOF 21' - 0" A4 A5A3 STAIRSTAIRSTAIRSTAIR 120 GYMGYMGYMGYM 131 DESK STAFFDESK STAFFDESK STAFFDESK STAFF 272 CARDIOCARDIOCARDIOCARDIO 261 ADMINADMINADMINADMIN 271 STRENGTHSTRENGTHSTRENGTHSTRENGTH 123 RECV & STORRECV & STORRECV & STORRECV & STOR 115 A305 3 UPPER LEVEL 0' - 0" UPPER LEVEL 0' - 0" LOWER LEVEL -15' - 0"GYM FLOOR -16' - 9" OFFICE ROOF 16' - 0" GYM ROOF 21' - 0" 34678 GYMGYMGYMGYM 131 ???? ? LOUNGELOUNGELOUNGELOUNGE 102VESTVESTVESTVEST 101 A303 1 A306 3 12 A305 1 SIM 20' - 3 1/8"20' - 3 1/8"20' - 3 1/8"20' - 3 1/8" TOSTOSTOSTOS 5 UPPER LEVEL 0' - 0" UPPER LEVEL 0' - 0" EXISTING FFE 0' - 0" Q OFFICE ROOF 16' - 0" 2 A301 POOL ROOF 24' - 0" L PM.6K N W. LOCKERSW. LOCKERSW. LOCKERSW. LOCKERS 221 FAM CHANGINGFAM CHANGINGFAM CHANGINGFAM CHANGING 212 LOBBYLOBBYLOBBYLOBBY 202 LOBBYLOBBYLOBBYLOBBY 202 EXIST POOL DECKEXIST POOL DECKEXIST POOL DECKEXIST POOL DECK A109 LOCKER ROOF 15' - 0" UPPER LEVEL 0' - 0" 2 1 A301 POOL ROOF 24' - 0"GYM ROOF 21' - 0" 9 1017.96.4 6 A301 A307 1 LOCKER ROOF 15' - 0" 15' - 0"15' - 0"15' - 0"15' - 0" T.O. STEELT.O. STEELT.O. STEELT.O. STEEL ELECELECELECELEC 254 POOL MECHPOOL MECHPOOL MECHPOOL MECH 253 POOL STORAGEPOOL STORAGEPOOL STORAGEPOOL STORAGE 255 POOL OFFICEPOOL OFFICEPOOL OFFICEPOOL OFFICE 256 GUARDSGUARDSGUARDSGUARDS 258 W. LOCKERSW. LOCKERSW. LOCKERSW. LOCKERS 221 CIRCCIRCCIRCCIRC 259 M. LOCKERSM. LOCKERSM. LOCKERSM. LOCKERS 231 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/16" = 1'-0" 10 / 3 1 / 2 0 1 6 2 : 5 6 : 2 9 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker LM 10-31-2016 16003 BUILDING SECTIONS A301 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/16" = 1'-0"1 BUILDING SECTION N-S 1/16" = 1'-0"3 BUILDING SECTION NE-SW 1/16" = 1'-0"2 BUILDING SECTION E-W 1/16" = 1'-0"4 BUILDING SECTION NW-SE 1/16" = 1'-0"5 BUILDING SECTION E-W GYM 1/16" = 1'-0"6 BUILDING SECTION N-S @ LOBBY & LOCKERS 1/16" = 1'-0"7 BUILDING SECTION E-W @ LOCKERS AND POOL EQUIP IECC NOTE: CLERESTORY VERTICALIECC NOTE: CLERESTORY VERTICALIECC NOTE: CLERESTORY VERTICALIECC NOTE: CLERESTORY VERTICAL FENESTRATION TO PROVIDE DAYLGIHTFENESTRATION TO PROVIDE DAYLGIHTFENESTRATION TO PROVIDE DAYLGIHTFENESTRATION TO PROVIDE DAYLGIHT ZONES IN GYM IN LIEU OF SKYLIGHTZONES IN GYM IN LIEU OF SKYLIGHTZONES IN GYM IN LIEU OF SKYLIGHTZONES IN GYM IN LIEU OF SKYLIGHT FENESTRATION AREA PER 304.4.2FENESTRATION AREA PER 304.4.2FENESTRATION AREA PER 304.4.2FENESTRATION AREA PER 304.4.2 IECC NOTE: THE THERMAL ENVELOPE ISIECC NOTE: THE THERMAL ENVELOPE ISIECC NOTE: THE THERMAL ENVELOPE ISIECC NOTE: THE THERMAL ENVELOPE IS DEPICTED BELOW BYDEPICTED BELOW BYDEPICTED BELOW BYDEPICTED BELOW BY THERE ARE NO UNCONDITIONED ATTICSTHERE ARE NO UNCONDITIONED ATTICSTHERE ARE NO UNCONDITIONED ATTICSTHERE ARE NO UNCONDITIONED ATTICS OR CRAWLSPACES.OR CRAWLSPACES.OR CRAWLSPACES.OR CRAWLSPACES. UPPER LEVEL 0' - 0" 2 POOL ROOF 24' - 0" H12C 2' - 8 " 2' - 8 " 2' - 8 " 2' - 8 " PRE-FINSHED GALVPRE-FINSHED GALVPRE-FINSHED GALVPRE-FINSHED GALV STEEL CAP FLASHINGSTEEL CAP FLASHINGSTEEL CAP FLASHINGSTEEL CAP FLASHING AND ANCHOR CLEATAND ANCHOR CLEATAND ANCHOR CLEATAND ANCHOR CLEAT HIGH PERFORMANCEHIGH PERFORMANCEHIGH PERFORMANCEHIGH PERFORMANCE COATING AT UNDERSIDECOATING AT UNDERSIDECOATING AT UNDERSIDECOATING AT UNDERSIDE OF DECKOF DECKOF DECKOF DECK ROOF DECK EDGEROOF DECK EDGEROOF DECK EDGEROOF DECK EDGE SUPPORTSUPPORTSUPPORTSUPPORT FILL ALL VOIDS BETWEENFILL ALL VOIDS BETWEENFILL ALL VOIDS BETWEENFILL ALL VOIDS BETWEEN METAL DECK AND WALLMETAL DECK AND WALLMETAL DECK AND WALLMETAL DECK AND WALL WITH PAINTABLE CLOSED-WITH PAINTABLE CLOSED-WITH PAINTABLE CLOSED-WITH PAINTABLE CLOSED- CELL SPRAY FOAMCELL SPRAY FOAMCELL SPRAY FOAMCELL SPRAY FOAM INSULATION. STRIKE OFFINSULATION. STRIKE OFFINSULATION. STRIKE OFFINSULATION. STRIKE OFF FOAM TO CLEAN SURFACEFOAM TO CLEAN SURFACEFOAM TO CLEAN SURFACEFOAM TO CLEAN SURFACE IN PREPARATION FOR HIGHIN PREPARATION FOR HIGHIN PREPARATION FOR HIGHIN PREPARATION FOR HIGH PERFORMANCE COATING.PERFORMANCE COATING.PERFORMANCE COATING.PERFORMANCE COATING. HIGH PERFORMANCEHIGH PERFORMANCEHIGH PERFORMANCEHIGH PERFORMANCE COATING, TYP ONCOATING, TYP ONCOATING, TYP ONCOATING, TYP ON INTERIOR OF CMUINTERIOR OF CMUINTERIOR OF CMUINTERIOR OF CMU WALLS AT POOLWALLS AT POOLWALLS AT POOLWALLS AT POOL TILE BASETILE BASETILE BASETILE BASE 1/2 EXP. JOINT1/2 EXP. JOINT1/2 EXP. JOINT1/2 EXP. JOINT SLAB ON GRADESLAB ON GRADESLAB ON GRADESLAB ON GRADE BACKFILLBACKFILLBACKFILLBACKFILL PERIMETER DRAINPERIMETER DRAINPERIMETER DRAINPERIMETER DRAIN RE: P SHEETSRE: P SHEETSRE: P SHEETSRE: P SHEETS PROTECTION BOARD ONPROTECTION BOARD ONPROTECTION BOARD ONPROTECTION BOARD ON 1.5" XPS INSULATION1.5" XPS INSULATION1.5" XPS INSULATION1.5" XPS INSULATION COURSE SOIL ATCOURSE SOIL ATCOURSE SOIL ATCOURSE SOIL AT PERIMETER DRAINPERIMETER DRAINPERIMETER DRAINPERIMETER DRAIN GEOTEXTILE FABRICGEOTEXTILE FABRICGEOTEXTILE FABRICGEOTEXTILE FABRIC A302 5 A302 6 A302 8 LIGHT FIXTURE REFLIGHT FIXTURE REFLIGHT FIXTURE REFLIGHT FIXTURE REF ELECTRICALELECTRICALELECTRICALELECTRICAL 23' - 3"23' - 3"23' - 3"23' - 3" TOSTOSTOSTOS NATORIUMNATORIUMNATORIUMNATORIUM 251 ROOF TYPE BROOF TYPE BROOF TYPE BROOF TYPE B UPPER LEVEL 0' - 0" POOL ROOF 24' - 0" 6.4 FAM CHANGINGFAM CHANGINGFAM CHANGINGFAM CHANGING 212 7' - 4"7' - 4"7' - 4"7' - 4" 9' - 4"9' - 4"9' - 4"9' - 4" LOCKER ROOF 15' - 0" H8C HIGH PERFORMANCEHIGH PERFORMANCEHIGH PERFORMANCEHIGH PERFORMANCE COATING ATCOATING ATCOATING ATCOATING AT UNDERSIDE OF DECKUNDERSIDE OF DECKUNDERSIDE OF DECKUNDERSIDE OF DECK ROOF DECK EDGEROOF DECK EDGEROOF DECK EDGEROOF DECK EDGE SUPPORTSUPPORTSUPPORTSUPPORT FILL ALL VOIDS BETWEENFILL ALL VOIDS BETWEENFILL ALL VOIDS BETWEENFILL ALL VOIDS BETWEEN METAL DECK AND WALLMETAL DECK AND WALLMETAL DECK AND WALLMETAL DECK AND WALL WITH PAINTABLE CLOSED-WITH PAINTABLE CLOSED-WITH PAINTABLE CLOSED-WITH PAINTABLE CLOSED- CELL SPRAY FOAMCELL SPRAY FOAMCELL SPRAY FOAMCELL SPRAY FOAM INSULATION. STRIKE OFFINSULATION. STRIKE OFFINSULATION. STRIKE OFFINSULATION. STRIKE OFF FOAM TO CLEAN SURFACEFOAM TO CLEAN SURFACEFOAM TO CLEAN SURFACEFOAM TO CLEAN SURFACE IN PREPARATION FOR HIGHIN PREPARATION FOR HIGHIN PREPARATION FOR HIGHIN PREPARATION FOR HIGH PERFORMANCE COATING.PERFORMANCE COATING.PERFORMANCE COATING.PERFORMANCE COATING. 2' - 8 " 2' - 8 " 2' - 8 " 2' - 8 " A302 5 Sim 1/2" M.R. GYPSUM BOARD1/2" M.R. GYPSUM BOARD1/2" M.R. GYPSUM BOARD1/2" M.R. GYPSUM BOARD ON STEEL STUDS SOFFITON STEEL STUDS SOFFITON STEEL STUDS SOFFITON STEEL STUDS SOFFIT ACOUSTIC CEILING TILEACOUSTIC CEILING TILEACOUSTIC CEILING TILEACOUSTIC CEILING TILE REF: RCPREF: RCPREF: RCPREF: RCP HIGH PERFORMANCE COATINGHIGH PERFORMANCE COATINGHIGH PERFORMANCE COATINGHIGH PERFORMANCE COATING MASONRY LINTELMASONRY LINTELMASONRY LINTELMASONRY LINTEL REF: STRUCTURALREF: STRUCTURALREF: STRUCTURALREF: STRUCTURAL THICKENED SLAB UNDERTHICKENED SLAB UNDERTHICKENED SLAB UNDERTHICKENED SLAB UNDER INTERIOR MASONRYINTERIOR MASONRYINTERIOR MASONRYINTERIOR MASONRY WALLS REF: STRUCTURALWALLS REF: STRUCTURALWALLS REF: STRUCTURALWALLS REF: STRUCTURAL A302 7 NATORIUMNATORIUMNATORIUMNATORIUM 251 H12C S12C FIBER CEMENT HORZ SIDING ON 12-IN CMU:FIBER CEMENT HORZ SIDING ON 12-IN CMU:FIBER CEMENT HORZ SIDING ON 12-IN CMU:FIBER CEMENT HORZ SIDING ON 12-IN CMU: •••• 12" CMU12" CMU12" CMU12" CMU •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPEC •••• 7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO CMU WITH MIN 1/4X5" TAPCON HEX SCREW @ 7"TO CMU WITH MIN 1/4X5" TAPCON HEX SCREW @ 7"TO CMU WITH MIN 1/4X5" TAPCON HEX SCREW @ 7"TO CMU WITH MIN 1/4X5" TAPCON HEX SCREW @ 7" OC VERTOC VERTOC VERTOC VERT •••• HORIZONTAL FIBER CEMENT PLANK SIDING HORIZONTAL FIBER CEMENT PLANK SIDING HORIZONTAL FIBER CEMENT PLANK SIDING HORIZONTAL FIBER CEMENT PLANK SIDING STONE VENEER ON 12-IN CMU:STONE VENEER ON 12-IN CMU:STONE VENEER ON 12-IN CMU:STONE VENEER ON 12-IN CMU: •••• 12" CMU12" CMU12" CMU12" CMU •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPEC •••• METAL LATH PER SPEC, FASTENED TO CMU WITH MINMETAL LATH PER SPEC, FASTENED TO CMU WITH MINMETAL LATH PER SPEC, FASTENED TO CMU WITH MINMETAL LATH PER SPEC, FASTENED TO CMU WITH MIN 1/4" X 4 TAPCON HEX SCREWS, 7" OC VERT & 16 OC1/4" X 4 TAPCON HEX SCREWS, 7" OC VERT & 16 OC1/4" X 4 TAPCON HEX SCREWS, 7" OC VERT & 16 OC1/4" X 4 TAPCON HEX SCREWS, 7" OC VERT & 16 OC HORZHORZHORZHORZ •••• RAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MAT •••• MORTAR PER VENEER MFRMORTAR PER VENEER MFRMORTAR PER VENEER MFRMORTAR PER VENEER MFR •••• ADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEER H6S V6S P6S FIBER CEMENT CLADDING ON 6-IN MTL STUD:FIBER CEMENT CLADDING ON 6-IN MTL STUD:FIBER CEMENT CLADDING ON 6-IN MTL STUD:FIBER CEMENT CLADDING ON 6-IN MTL STUD: •••• 5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD •••• 6" 18 GA. STEEL STUD, 16" OC6" 18 GA. STEEL STUD, 16" OC6" 18 GA. STEEL STUD, 16" OC6" 18 GA. STEEL STUD, 16" OC •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPEC •••• 7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO STUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLYSTUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLYSTUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLYSTUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLY •••• H - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDING V - FIBER CEMENT VERTICAL SIDING PANELV - FIBER CEMENT VERTICAL SIDING PANELV - FIBER CEMENT VERTICAL SIDING PANELV - FIBER CEMENT VERTICAL SIDING PANEL P - FIBER CEMENT PANELP - FIBER CEMENT PANELP - FIBER CEMENT PANELP - FIBER CEMENT PANEL S6S STONE VENEER ON 6-IN MTL STUD:STONE VENEER ON 6-IN MTL STUD:STONE VENEER ON 6-IN MTL STUD:STONE VENEER ON 6-IN MTL STUD: •••• 5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD •••• 6" 18 GA. STEEL STUD, 16" OC6" 18 GA. STEEL STUD, 16" OC6" 18 GA. STEEL STUD, 16" OC6" 18 GA. STEEL STUD, 16" OC •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPEC •••• METAL LATH PER SPEC, FASTENED TO STUDS WITHMETAL LATH PER SPEC, FASTENED TO STUDS WITHMETAL LATH PER SPEC, FASTENED TO STUDS WITHMETAL LATH PER SPEC, FASTENED TO STUDS WITH MIN #8 SCREWS @ 6" OC VERTICALLYMIN #8 SCREWS @ 6" OC VERTICALLYMIN #8 SCREWS @ 6" OC VERTICALLYMIN #8 SCREWS @ 6" OC VERTICALLY •••• RAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MAT •••• MORTAR PER VENEER MFRMORTAR PER VENEER MFRMORTAR PER VENEER MFRMORTAR PER VENEER MFR •••• ADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEER H8S V8S P8S FIBER CEMENT CLADDING ON 8-IN MTL STUD:FIBER CEMENT CLADDING ON 8-IN MTL STUD:FIBER CEMENT CLADDING ON 8-IN MTL STUD:FIBER CEMENT CLADDING ON 8-IN MTL STUD: •••• 5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD •••• 8" 18 GA. STEEL STUD, 16" OC8" 18 GA. STEEL STUD, 16" OC8" 18 GA. STEEL STUD, 16" OC8" 18 GA. STEEL STUD, 16" OC •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPEC •••• 7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO STUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLYSTUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLYSTUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLYSTUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLY •••• H - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDING V - FIBER CEMENT VERTICAL SIDING PANELV - FIBER CEMENT VERTICAL SIDING PANELV - FIBER CEMENT VERTICAL SIDING PANELV - FIBER CEMENT VERTICAL SIDING PANEL P - FIBER CEMENT PANELP - FIBER CEMENT PANELP - FIBER CEMENT PANELP - FIBER CEMENT PANEL S8S STONE VENEER ON 8-IN MTL STUD:STONE VENEER ON 8-IN MTL STUD:STONE VENEER ON 8-IN MTL STUD:STONE VENEER ON 8-IN MTL STUD: •••• 5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD •••• 8" STEEL STUD, 16" OC8" STEEL STUD, 16" OC8" STEEL STUD, 16" OC8" STEEL STUD, 16" OC •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPEC •••• METAL LATH PER SPEC, FASTENED TO STUDS, WITHMETAL LATH PER SPEC, FASTENED TO STUDS, WITHMETAL LATH PER SPEC, FASTENED TO STUDS, WITHMETAL LATH PER SPEC, FASTENED TO STUDS, WITH MIN #10 SCREWS @ 6" OC VERTICALLYMIN #10 SCREWS @ 6" OC VERTICALLYMIN #10 SCREWS @ 6" OC VERTICALLYMIN #10 SCREWS @ 6" OC VERTICALLY •••• RAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MAT •••• MORTAR PER VENEER MFRMORTAR PER VENEER MFRMORTAR PER VENEER MFRMORTAR PER VENEER MFR •••• ADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEER H8C V8C FIBER CEMENT CLADDING ON 8-IN CMU:FIBER CEMENT CLADDING ON 8-IN CMU:FIBER CEMENT CLADDING ON 8-IN CMU:FIBER CEMENT CLADDING ON 8-IN CMU: •••• 8" CMU8" CMU8" CMU8" CMU •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPEC •••• 7/8" STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" STEEL HAT CHANNELS, 16" OC FASTENED TO CMU WITH MIN 1/4" X 5" TAPCON HEX SCREW @ 7"CMU WITH MIN 1/4" X 5" TAPCON HEX SCREW @ 7"CMU WITH MIN 1/4" X 5" TAPCON HEX SCREW @ 7"CMU WITH MIN 1/4" X 5" TAPCON HEX SCREW @ 7" OC VERTOC VERTOC VERTOC VERT •••• H - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDING •••• V - FIBER CEMENT VERTICAL SIDING PANEL V - FIBER CEMENT VERTICAL SIDING PANEL V - FIBER CEMENT VERTICAL SIDING PANEL V - FIBER CEMENT VERTICAL SIDING PANEL U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3 U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3 U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3 U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3 U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & D U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & D U-FACTOR = .064 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .064 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .064 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .064 PER ASHRAE 90.1- 2010 TABLES A3.1C & D UPPER LEVEL 0' - 0" POOL ROOF 24' - 0" 1 15' - 4"15' - 4"15' - 4"15' - 4" H12C FA 2 0 ROOF TYPE 3: PVC ROOFROOF TYPE 3: PVC ROOFROOF TYPE 3: PVC ROOFROOF TYPE 3: PVC ROOF MEMBRANE WITH WELDEDMEMBRANE WITH WELDEDMEMBRANE WITH WELDEDMEMBRANE WITH WELDED DECORATIVE RIBS @20 IN O.C.DECORATIVE RIBS @20 IN O.C.DECORATIVE RIBS @20 IN O.C.DECORATIVE RIBS @20 IN O.C. ROOF UNDERLAYMENTROOF UNDERLAYMENTROOF UNDERLAYMENTROOF UNDERLAYMENT METAL DECKMETAL DECKMETAL DECKMETAL DECK A308 1 TILE BASETILE BASETILE BASETILE BASE 1/2 EXP. JOINT1/2 EXP. JOINT1/2 EXP. JOINT1/2 EXP. JOINT SLAB ON GRADESLAB ON GRADESLAB ON GRADESLAB ON GRADE PERIMETER DRAIN REF: PLUMBINGPERIMETER DRAIN REF: PLUMBINGPERIMETER DRAIN REF: PLUMBINGPERIMETER DRAIN REF: PLUMBING PROTECTION BOARD ON 1.5" XPSPROTECTION BOARD ON 1.5" XPSPROTECTION BOARD ON 1.5" XPSPROTECTION BOARD ON 1.5" XPS INSULATION -STOPS BELOW EXT.INSULATION -STOPS BELOW EXT.INSULATION -STOPS BELOW EXT.INSULATION -STOPS BELOW EXT. SLAB WHERE SLAB IS PRESENTSLAB WHERE SLAB IS PRESENTSLAB WHERE SLAB IS PRESENTSLAB WHERE SLAB IS PRESENT COURSE SOIL AT PERIMETER DRAINCOURSE SOIL AT PERIMETER DRAINCOURSE SOIL AT PERIMETER DRAINCOURSE SOIL AT PERIMETER DRAIN GEOTEXTILE FABRICGEOTEXTILE FABRICGEOTEXTILE FABRICGEOTEXTILE FABRIC WALL BEYONDWALL BEYONDWALL BEYONDWALL BEYOND 1/2" EXP. JOINT1/2" EXP. JOINT1/2" EXP. JOINT1/2" EXP. JOINT 4" CONC. SIDEWALK4" CONC. SIDEWALK4" CONC. SIDEWALK4" CONC. SIDEWALK ALUMINUM STOREFRONTALUMINUM STOREFRONTALUMINUM STOREFRONTALUMINUM STOREFRONT REF: FRAME ELEVATIONSREF: FRAME ELEVATIONSREF: FRAME ELEVATIONSREF: FRAME ELEVATIONS HIGH PERFORMANCEHIGH PERFORMANCEHIGH PERFORMANCEHIGH PERFORMANCE COATING ATCOATING ATCOATING ATCOATING AT UNDERSIDE OFUNDERSIDE OFUNDERSIDE OFUNDERSIDE OF DECKDECKDECKDECK ROOF DECK EDGEROOF DECK EDGEROOF DECK EDGEROOF DECK EDGE SUPPORTSUPPORTSUPPORTSUPPORT FILL ALL VOIDS BETWEENFILL ALL VOIDS BETWEENFILL ALL VOIDS BETWEENFILL ALL VOIDS BETWEEN METAL DECK AND WALLMETAL DECK AND WALLMETAL DECK AND WALLMETAL DECK AND WALL WITH PAINTABLE CLOSED-WITH PAINTABLE CLOSED-WITH PAINTABLE CLOSED-WITH PAINTABLE CLOSED- CELL SPRAY FOAMCELL SPRAY FOAMCELL SPRAY FOAMCELL SPRAY FOAM INSULATION. STRIKE OFFINSULATION. STRIKE OFFINSULATION. STRIKE OFFINSULATION. STRIKE OFF FOAM TO CLEAN SURFACEFOAM TO CLEAN SURFACEFOAM TO CLEAN SURFACEFOAM TO CLEAN SURFACE IN PREPARATION FOR HIGHIN PREPARATION FOR HIGHIN PREPARATION FOR HIGHIN PREPARATION FOR HIGH PERFORMANCE COATING.PERFORMANCE COATING.PERFORMANCE COATING.PERFORMANCE COATING. HGIH PERFORMANCEHGIH PERFORMANCEHGIH PERFORMANCEHGIH PERFORMANCE COATING, TYP ONCOATING, TYP ONCOATING, TYP ONCOATING, TYP ON INTERIOR OF CMUINTERIOR OF CMUINTERIOR OF CMUINTERIOR OF CMU WALLS AT POOLWALLS AT POOLWALLS AT POOLWALLS AT POOL RIGID INSULATION CRICKETRIGID INSULATION CRICKETRIGID INSULATION CRICKETRIGID INSULATION CRICKET EPDM MEMBRANEEPDM MEMBRANEEPDM MEMBRANEEPDM MEMBRANE ROOF UNDERLAYMENT,ROOF UNDERLAYMENT,ROOF UNDERLAYMENT,ROOF UNDERLAYMENT, PAINTED BLACKPAINTED BLACKPAINTED BLACKPAINTED BLACK NATORIUMNATORIUMNATORIUMNATORIUM 251 9' - 5"9' - 5"9' - 5"9' - 5" 3' - 4"3' - 4"3' - 4"3' - 4" PRECAST CAP ATPRECAST CAP ATPRECAST CAP ATPRECAST CAP AT RETAINING WALLRETAINING WALLRETAINING WALLRETAINING WALL UPPER LEVEL 0' - 0" Q OFFICE ROOF 16' - 0" POOL ROOF 24' - 0" GYM ROOF 21' - 0" 22 LOCKER ROOF 15' - 0" POOL MECHPOOL MECHPOOL MECHPOOL MECH 253 PUMPPUMPPUMPPUMP PITPITPITPIT 2' - 0 " H8C HIGH PERFORMANCEHIGH PERFORMANCEHIGH PERFORMANCEHIGH PERFORMANCE COATING ATCOATING ATCOATING ATCOATING AT UNDERSIDE OF DECKUNDERSIDE OF DECKUNDERSIDE OF DECKUNDERSIDE OF DECK ROOF DECK EDGEROOF DECK EDGEROOF DECK EDGEROOF DECK EDGE SUPPORTSUPPORTSUPPORTSUPPORT FILL ALL VOIDS BETWEENFILL ALL VOIDS BETWEENFILL ALL VOIDS BETWEENFILL ALL VOIDS BETWEEN METAL DECK AND WALLMETAL DECK AND WALLMETAL DECK AND WALLMETAL DECK AND WALL WITH PAINTABLE CLOSED-WITH PAINTABLE CLOSED-WITH PAINTABLE CLOSED-WITH PAINTABLE CLOSED- CELL SPRAY FOAMCELL SPRAY FOAMCELL SPRAY FOAMCELL SPRAY FOAM INSULATION. STRIKE OFFINSULATION. STRIKE OFFINSULATION. STRIKE OFFINSULATION. STRIKE OFF FOAM TO CLEAN SURFACEFOAM TO CLEAN SURFACEFOAM TO CLEAN SURFACEFOAM TO CLEAN SURFACE IN PREPARATION FOR HIGHIN PREPARATION FOR HIGHIN PREPARATION FOR HIGHIN PREPARATION FOR HIGH PERFORMANCE COATING.PERFORMANCE COATING.PERFORMANCE COATING.PERFORMANCE COATING. TILE BASETILE BASETILE BASETILE BASE 1/2 EXP. JOINT1/2 EXP. JOINT1/2 EXP. JOINT1/2 EXP. JOINT SLAB ON GRADESLAB ON GRADESLAB ON GRADESLAB ON GRADE GRAVEL OR NATIVE SOILSGRAVEL OR NATIVE SOILSGRAVEL OR NATIVE SOILSGRAVEL OR NATIVE SOILS COMPACTED PER GEOTECHCOMPACTED PER GEOTECHCOMPACTED PER GEOTECHCOMPACTED PER GEOTECH REPORTREPORTREPORTREPORT FLOW FILL OR PEA GRAVELFLOW FILL OR PEA GRAVELFLOW FILL OR PEA GRAVELFLOW FILL OR PEA GRAVEL AROUND POOL PIPINGAROUND POOL PIPINGAROUND POOL PIPINGAROUND POOL PIPING UNDISTURBED NATIVE SOILS ORUNDISTURBED NATIVE SOILS ORUNDISTURBED NATIVE SOILS ORUNDISTURBED NATIVE SOILS OR COMPACTED SOILS PERCOMPACTED SOILS PERCOMPACTED SOILS PERCOMPACTED SOILS PER GEOTECH REPORTGEOTECH REPORTGEOTECH REPORTGEOTECH REPORT FOUNDATION SLAB ANDFOUNDATION SLAB ANDFOUNDATION SLAB ANDFOUNDATION SLAB AND WALL REF: STRUCTURALWALL REF: STRUCTURALWALL REF: STRUCTURALWALL REF: STRUCTURAL A302 7 Sim A302 5 Sim A302 6 Sim GRAVEL OR NATIVE SOILS,GRAVEL OR NATIVE SOILS,GRAVEL OR NATIVE SOILS,GRAVEL OR NATIVE SOILS, COMPOUNDED PERCOMPOUNDED PERCOMPOUNDED PERCOMPOUNDED PER GEOTECH REPORTGEOTECH REPORTGEOTECH REPORTGEOTECH REPORT 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " PROTECTION BOARD ON1.5" XPSPROTECTION BOARD ON1.5" XPSPROTECTION BOARD ON1.5" XPSPROTECTION BOARD ON1.5" XPS INSULATIONINSULATIONINSULATIONINSULATION 2 WRAP EPDM FLASHINGWRAP EPDM FLASHINGWRAP EPDM FLASHINGWRAP EPDM FLASHING OVER PARAPETOVER PARAPETOVER PARAPETOVER PARAPET FIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDING MTL HAT CHANNELMTL HAT CHANNELMTL HAT CHANNELMTL HAT CHANNEL RIGID INSULATIONRIGID INSULATIONRIGID INSULATIONRIGID INSULATION CONTINUOUS METAL COPINGCONTINUOUS METAL COPINGCONTINUOUS METAL COPINGCONTINUOUS METAL COPING COPING ANCHOR CLIP -COPING ANCHOR CLIP -COPING ANCHOR CLIP -COPING ANCHOR CLIP - FASTEN TO BLOCKING PER CLIPFASTEN TO BLOCKING PER CLIPFASTEN TO BLOCKING PER CLIPFASTEN TO BLOCKING PER CLIP MFRMFRMFRMFR EXTERIOR FIRE RETARDANTEXTERIOR FIRE RETARDANTEXTERIOR FIRE RETARDANTEXTERIOR FIRE RETARDANT TREATED WOOD BLOCKINGTREATED WOOD BLOCKINGTREATED WOOD BLOCKINGTREATED WOOD BLOCKING 8 1 / 8 " 8 1 / 8 " 8 1 / 8 " 8 1 / 8 " WATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER AT TAPED INSULATIOIN SEAMSTAPED INSULATIOIN SEAMSTAPED INSULATIOIN SEAMSTAPED INSULATIOIN SEAMS 8 OR 12 IN CMU8 OR 12 IN CMU8 OR 12 IN CMU8 OR 12 IN CMU PER EXTERIOR WALLPER EXTERIOR WALLPER EXTERIOR WALLPER EXTERIOR WALL TYPETYPETYPETYPE CHANNEL FASTENER TO STUDCHANNEL FASTENER TO STUDCHANNEL FASTENER TO STUDCHANNEL FASTENER TO STUD PROVIDE UNDERLAY (I.E.PROVIDE UNDERLAY (I.E.PROVIDE UNDERLAY (I.E.PROVIDE UNDERLAY (I.E. FLASHING TAPE) TO ISOLATEFLASHING TAPE) TO ISOLATEFLASHING TAPE) TO ISOLATEFLASHING TAPE) TO ISOLATE FLASHING FROM CEMENTFLASHING FROM CEMENTFLASHING FROM CEMENTFLASHING FROM CEMENT SIDING FASTENER PER SIDING MFRSIDING FASTENER PER SIDING MFRSIDING FASTENER PER SIDING MFRSIDING FASTENER PER SIDING MFR CMU PARAPET WALLCMU PARAPET WALLCMU PARAPET WALLCMU PARAPET WALL EPDM MEMBRANEEPDM MEMBRANEEPDM MEMBRANEEPDM MEMBRANE FLASHING TO CONTINUEFLASHING TO CONTINUEFLASHING TO CONTINUEFLASHING TO CONTINUE UP AND OVER PARAPETUP AND OVER PARAPETUP AND OVER PARAPETUP AND OVER PARAPET EPDM MEMBRANEEPDM MEMBRANEEPDM MEMBRANEEPDM MEMBRANE FIRESTONE DETAIL BT-7FIRESTONE DETAIL BT-7FIRESTONE DETAIL BT-7FIRESTONE DETAIL BT-7 COVER BOARDCOVER BOARDCOVER BOARDCOVER BOARD RIGID INSULATIONRIGID INSULATIONRIGID INSULATIONRIGID INSULATION REF: ROOF TYPE BREF: ROOF TYPE BREF: ROOF TYPE BREF: ROOF TYPE B METAL DECK REF :METAL DECK REF :METAL DECK REF :METAL DECK REF : STRUCTURALSTRUCTURALSTRUCTURALSTRUCTURAL FIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDING MTL HAT CHANNELMTL HAT CHANNELMTL HAT CHANNELMTL HAT CHANNEL RIGID INSULATIONRIGID INSULATIONRIGID INSULATIONRIGID INSULATION WATER AND AIR BARRIERWATER AND AIR BARRIERWATER AND AIR BARRIERWATER AND AIR BARRIER AT TAPED INSULATIOINAT TAPED INSULATIOINAT TAPED INSULATIOINAT TAPED INSULATIOIN SEAMSSEAMSSEAMSSEAMS CHANNEL FASTENER TO STUDCHANNEL FASTENER TO STUDCHANNEL FASTENER TO STUDCHANNEL FASTENER TO STUD SIDING FASTENER PER SIDING MFRSIDING FASTENER PER SIDING MFRSIDING FASTENER PER SIDING MFRSIDING FASTENER PER SIDING MFR 2 HAT CHANNELHAT CHANNELHAT CHANNELHAT CHANNEL WATER AND AIR BARRIER AT TAPEDWATER AND AIR BARRIER AT TAPEDWATER AND AIR BARRIER AT TAPEDWATER AND AIR BARRIER AT TAPED INSULATION SEAMSINSULATION SEAMSINSULATION SEAMSINSULATION SEAMS MIN CLEARANCE 6" ABOVEMIN CLEARANCE 6" ABOVEMIN CLEARANCE 6" ABOVEMIN CLEARANCE 6" ABOVE TERRAINTERRAINTERRAINTERRAIN FLASHING TAPE TO OVERLAP MTLFLASHING TAPE TO OVERLAP MTLFLASHING TAPE TO OVERLAP MTLFLASHING TAPE TO OVERLAP MTL FLASHINGFLASHINGFLASHINGFLASHING GALV. MTL Z-FLASHING WITH KICKGALV. MTL Z-FLASHING WITH KICKGALV. MTL Z-FLASHING WITH KICKGALV. MTL Z-FLASHING WITH KICK XPS INSULATION CONTINUES TO T.O.XPS INSULATION CONTINUES TO T.O.XPS INSULATION CONTINUES TO T.O.XPS INSULATION CONTINUES TO T.O. FOUNDATION WHERE TERRAIN ABUTSFOUNDATION WHERE TERRAIN ABUTSFOUNDATION WHERE TERRAIN ABUTSFOUNDATION WHERE TERRAIN ABUTS BUILDING - PROTECTION BOARDBUILDING - PROTECTION BOARDBUILDING - PROTECTION BOARDBUILDING - PROTECTION BOARD WHERE EXPOSEDWHERE EXPOSEDWHERE EXPOSEDWHERE EXPOSED 6" 6"6"6" WRAP FLASHING TAPE AROUNDWRAP FLASHING TAPE AROUNDWRAP FLASHING TAPE AROUNDWRAP FLASHING TAPE AROUND BASE OF RIGID INSULATIONBASE OF RIGID INSULATIONBASE OF RIGID INSULATIONBASE OF RIGID INSULATION EXTEND CLADDING MIN 2" BELOWEXTEND CLADDING MIN 2" BELOWEXTEND CLADDING MIN 2" BELOWEXTEND CLADDING MIN 2" BELOW T.O. FOUNDATIONT.O. FOUNDATIONT.O. FOUNDATIONT.O. FOUNDATION EPDM MEMBRANEEPDM MEMBRANEEPDM MEMBRANEEPDM MEMBRANE FLASHING TO CONTINUEFLASHING TO CONTINUEFLASHING TO CONTINUEFLASHING TO CONTINUE TO T-7 TERMINATIONTO T-7 TERMINATIONTO T-7 TERMINATIONTO T-7 TERMINATION EPDM MEMBRANEEPDM MEMBRANEEPDM MEMBRANEEPDM MEMBRANE FIRESTONE DETAIL BT-7FIRESTONE DETAIL BT-7FIRESTONE DETAIL BT-7FIRESTONE DETAIL BT-7 COVER BOARDCOVER BOARDCOVER BOARDCOVER BOARD RIGID INSULATIONRIGID INSULATIONRIGID INSULATIONRIGID INSULATION REF: ROOF TYPE BREF: ROOF TYPE BREF: ROOF TYPE BREF: ROOF TYPE B METAL DECK REF :METAL DECK REF :METAL DECK REF :METAL DECK REF : STRUCTURALSTRUCTURALSTRUCTURALSTRUCTURAL FIRESTONE DETAIL T-7FIRESTONE DETAIL T-7FIRESTONE DETAIL T-7FIRESTONE DETAIL T-7 FIBER CEMENT STARTER STRIPFIBER CEMENT STARTER STRIPFIBER CEMENT STARTER STRIPFIBER CEMENT STARTER STRIP HAT CHANNELHAT CHANNELHAT CHANNELHAT CHANNEL MTL FLASHINGMTL FLASHINGMTL FLASHINGMTL FLASHING WATER AND AIR BARRIERWATER AND AIR BARRIERWATER AND AIR BARRIERWATER AND AIR BARRIER AT TAPED INSULATIOINAT TAPED INSULATIOINAT TAPED INSULATIOINAT TAPED INSULATIOIN SEAMSSEAMSSEAMSSEAMS SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 2 : 5 6 : 4 0 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker LM 10-31-2016 16003 WALL SECTIONS AND DETAILS A302 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/2" = 1'-0"1 POOL AT GRID 1, TYP 1/2" = 1'-0"3 POOL AT GRID 5.5 1/4" = 1'-0" EXTERIOR WALL TYPE LEGEND 1/2" = 1'-0"2 POOL AT WEST CANOPY 1/2" = 1'-0"4 POOL AT GRID O - PUMP PIT 1 1/2" = 1'-0"5 PARAPET - CMU WITH SIDING, TYP 1 1/2" = 1'-0"6 EPDM ROOF EDGE @ CMU PARAPET WALL - TYP 1 1/2" = 1'-0"8 BASE OF WALL - CMU + SIDING, TYP 1 1/2" = 1'-0"7 EPDM ROOF EDGE @ CMU + SIDING - TYP IECC NOTE:IECC NOTE:IECC NOTE:IECC NOTE: SLAB EDGE PERIMETER INSULATION ISSLAB EDGE PERIMETER INSULATION ISSLAB EDGE PERIMETER INSULATION ISSLAB EDGE PERIMETER INSULATION IS PROVIDED WHERE TERRAIN ABUTS BUILDINGPROVIDED WHERE TERRAIN ABUTS BUILDINGPROVIDED WHERE TERRAIN ABUTS BUILDINGPROVIDED WHERE TERRAIN ABUTS BUILDING BUT NOT AT EXTERIOR SLABS. COMCHECKBUT NOT AT EXTERIOR SLABS. COMCHECKBUT NOT AT EXTERIOR SLABS. COMCHECKBUT NOT AT EXTERIOR SLABS. COMCHECK PERIMETER CALCS REFLECT THIS DISTINCTION.PERIMETER CALCS REFLECT THIS DISTINCTION.PERIMETER CALCS REFLECT THIS DISTINCTION.PERIMETER CALCS REFLECT THIS DISTINCTION. UPPER LEVEL 0' - 0" LOWER LEVEL -15' - 0" GYM ROOF 21' - 0" 3 MP GROUP EXMP GROUP EXMP GROUP EXMP GROUP EX 124 S8S P8S 8 1/2"8 1/2"8 1/2"8 1/2" PAINT AREAS OFPAINT AREAS OFPAINT AREAS OFPAINT AREAS OF STRUCTURAL ANDSTRUCTURAL ANDSTRUCTURAL ANDSTRUCTURAL AND MECHANICAL ELEMENTSMECHANICAL ELEMENTSMECHANICAL ELEMENTSMECHANICAL ELEMENTS WHERE EXPOSED TO VIEWWHERE EXPOSED TO VIEWWHERE EXPOSED TO VIEWWHERE EXPOSED TO VIEW A303 4 RIGID INSULATION CRICKETRIGID INSULATION CRICKETRIGID INSULATION CRICKETRIGID INSULATION CRICKET 8' - 0"8' - 0"8' - 0"8' - 0" CLADDING CHANGECLADDING CHANGECLADDING CHANGECLADDING CHANGE CROSS-BRACE REF:CROSS-BRACE REF:CROSS-BRACE REF:CROSS-BRACE REF: STRUCTURAL. PAINTSTRUCTURAL. PAINTSTRUCTURAL. PAINTSTRUCTURAL. PAINT STRUCTURAL ELEMENTSSTRUCTURAL ELEMENTSSTRUCTURAL ELEMENTSSTRUCTURAL ELEMENTS EXPOSED TO VIEW.EXPOSED TO VIEW.EXPOSED TO VIEW.EXPOSED TO VIEW. PROTECTION BOARD ONPROTECTION BOARD ONPROTECTION BOARD ONPROTECTION BOARD ON 1.5" XPS INSULATION1.5" XPS INSULATION1.5" XPS INSULATION1.5" XPS INSULATION INSULATION ANDINSULATION ANDINSULATION ANDINSULATION AND CLADDING CONTINUE TOCLADDING CONTINUE TOCLADDING CONTINUE TOCLADDING CONTINUE TO +/- 4" ABOVE GRADE -+/- 4" ABOVE GRADE -+/- 4" ABOVE GRADE -+/- 4" ABOVE GRADE - SEE ELVATIONSEE ELVATIONSEE ELVATIONSEE ELVATION 10" STRUCTURAL WALL10" STRUCTURAL WALL10" STRUCTURAL WALL10" STRUCTURAL WALL WITH SLOPED NOTCH TOWITH SLOPED NOTCH TOWITH SLOPED NOTCH TOWITH SLOPED NOTCH TO ALLOW CLADDINGALLOW CLADDINGALLOW CLADDINGALLOW CLADDING CONTINUATIONCONTINUATIONCONTINUATIONCONTINUATION BEYONDBEYONDBEYONDBEYONDFA 1 9 FA 0 8 HEADERHEADERHEADERHEADER -0' - 10"-0' - 10"-0' - 10"-0' - 10" -5' - 0"-5' - 0"-5' - 0"-5' - 0" INSULATED METAL PANELINSULATED METAL PANELINSULATED METAL PANELINSULATED METAL PANEL AT EXTENDED SLAB EDGEAT EXTENDED SLAB EDGEAT EXTENDED SLAB EDGEAT EXTENDED SLAB EDGE A305 6 Sim 04 4"4"4"4" A303 7 UPPER LEVEL 0' - 0" GYM FLOOR -16' - 9" GYM ROOF 21' - 0" 3 S8S S8S 8 1/2"8 1/2"8 1/2"8 1/2" FA 1 8 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " BENT STRUCTURAL PLATEBENT STRUCTURAL PLATEBENT STRUCTURAL PLATEBENT STRUCTURAL PLATE TO SUPPORT WALL STUDSTO SUPPORT WALL STUDSTO SUPPORT WALL STUDSTO SUPPORT WALL STUDS 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " STEEL CHANNEL REF: STRUCTURALSTEEL CHANNEL REF: STRUCTURALSTEEL CHANNEL REF: STRUCTURALSTEEL CHANNEL REF: STRUCTURAL ROOF TYPE CROOF TYPE CROOF TYPE CROOF TYPE C STEEL DECK AND TUBES REF:STEEL DECK AND TUBES REF:STEEL DECK AND TUBES REF:STEEL DECK AND TUBES REF: STRUCTURALSTRUCTURALSTRUCTURALSTRUCTURAL 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " VENTED WALL BASEVENTED WALL BASEVENTED WALL BASEVENTED WALL BASE WOOD ATHLETICWOOD ATHLETICWOOD ATHLETICWOOD ATHLETIC FLOORING ON RECESSEDFLOORING ON RECESSEDFLOORING ON RECESSEDFLOORING ON RECESSED SLABSLABSLABSLAB WOOD LINTELWOOD LINTELWOOD LINTELWOOD LINTEL GYP BD ON COLUMNGYP BD ON COLUMNGYP BD ON COLUMNGYP BD ON COLUMN BEYONDBEYONDBEYONDBEYOND A308 5 A303 4 Sim 9' - 0 " T Y P 5'-4"5'-4"5'-4"5'-4" 6" / 12" 6" / 12" 6" / 12" 6" / 12" 4' - 0"4' - 0"4' - 0"4' - 0" CEMENT PANEL WALL BEYONDCEMENT PANEL WALL BEYONDCEMENT PANEL WALL BEYONDCEMENT PANEL WALL BEYOND A308 10 PROTECTION BOARD ONPROTECTION BOARD ONPROTECTION BOARD ONPROTECTION BOARD ON 1.5" XPS INSULATION1.5" XPS INSULATION1.5" XPS INSULATION1.5" XPS INSULATION INSULATION ANDINSULATION ANDINSULATION ANDINSULATION AND CLADDING CONTINUE TOCLADDING CONTINUE TOCLADDING CONTINUE TOCLADDING CONTINUE TO +/- 4" ABOVE GRADE -+/- 4" ABOVE GRADE -+/- 4" ABOVE GRADE -+/- 4" ABOVE GRADE - SEE ELVATIONSEE ELVATIONSEE ELVATIONSEE ELVATION -7' - 9"-7' - 9"-7' - 9"-7' - 9" 10" STRUCTURAL WALL10" STRUCTURAL WALL10" STRUCTURAL WALL10" STRUCTURAL WALL WITH SLOPED NOTCH TOWITH SLOPED NOTCH TOWITH SLOPED NOTCH TOWITH SLOPED NOTCH TO ALLOW CLADDINGALLOW CLADDINGALLOW CLADDINGALLOW CLADDING CONTINUATIONCONTINUATIONCONTINUATIONCONTINUATION A305 6 Sim A311 9 6"6"6"6" ROOF TYPE BROOF TYPE BROOF TYPE BROOF TYPE B 20' - 3"20' - 3"20' - 3"20' - 3" T.O. STEELT.O. STEELT.O. STEELT.O. STEEL UPPER LEVEL 0' - 0" A GYM FLOOR -16' - 9" GYM ROOF 21' - 0" A.1 V8S LOCKER ROOF 15' - 0" 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 10' - 0"10' - 0"10' - 0"10' - 0" GYM STORAGEGYM STORAGEGYM STORAGEGYM STORAGE 132 FA 1 6 WOOD LINTELWOOD LINTELWOOD LINTELWOOD LINTEL A308 4 A308 2 1/2 EXP. JOINT1/2 EXP. JOINT1/2 EXP. JOINT1/2 EXP. JOINT SLAB ON GRADESLAB ON GRADESLAB ON GRADESLAB ON GRADE BACKFILLBACKFILLBACKFILLBACKFILL PERIMETER DRAINPERIMETER DRAINPERIMETER DRAINPERIMETER DRAIN REF: PLUMBINGREF: PLUMBINGREF: PLUMBINGREF: PLUMBING PROTECTION BOARD ONPROTECTION BOARD ONPROTECTION BOARD ONPROTECTION BOARD ON 1.5" XPS INSULATION1.5" XPS INSULATION1.5" XPS INSULATION1.5" XPS INSULATION COURSE SOIL ATCOURSE SOIL ATCOURSE SOIL ATCOURSE SOIL AT PERIMETER DRAINPERIMETER DRAINPERIMETER DRAINPERIMETER DRAIN GEOTEXTILE FABRICGEOTEXTILE FABRICGEOTEXTILE FABRICGEOTEXTILE FABRIC A305 6 A303 5 8 1/2" A305 5 Sim WRAP EPDM FLASHINGWRAP EPDM FLASHINGWRAP EPDM FLASHINGWRAP EPDM FLASHING OVER PARAPETOVER PARAPETOVER PARAPETOVER PARAPET ADHERED VENEERADHERED VENEERADHERED VENEERADHERED VENEER MORTAR ON LATHMORTAR ON LATHMORTAR ON LATHMORTAR ON LATH RIGID INSULATIONRIGID INSULATIONRIGID INSULATIONRIGID INSULATION CONTINUOUS METAL COPINGCONTINUOUS METAL COPINGCONTINUOUS METAL COPINGCONTINUOUS METAL COPING COPING ANCHOR CLIP -COPING ANCHOR CLIP -COPING ANCHOR CLIP -COPING ANCHOR CLIP - FASTEN TO BLOCKING PERFASTEN TO BLOCKING PERFASTEN TO BLOCKING PERFASTEN TO BLOCKING PER CLIP MFRCLIP MFRCLIP MFRCLIP MFR EXTERIOR FIRE RETARDANTEXTERIOR FIRE RETARDANTEXTERIOR FIRE RETARDANTEXTERIOR FIRE RETARDANT TREATED WOOD BLOCKINGTREATED WOOD BLOCKINGTREATED WOOD BLOCKINGTREATED WOOD BLOCKING WATER AND AIR BARRIERWATER AND AIR BARRIERWATER AND AIR BARRIERWATER AND AIR BARRIER AT TAPED INSULATIOINAT TAPED INSULATIOINAT TAPED INSULATIOINAT TAPED INSULATIOIN SEAMSSEAMSSEAMSSEAMS 8-IN STUD PER8-IN STUD PER8-IN STUD PER8-IN STUD PER EXTERIOR WALL TYPEEXTERIOR WALL TYPEEXTERIOR WALL TYPEEXTERIOR WALL TYPE EXTERIOR GYP.EXTERIOR GYP.EXTERIOR GYP.EXTERIOR GYP. SHEATHING AT INSIDESHEATHING AT INSIDESHEATHING AT INSIDESHEATHING AT INSIDE OF PARAPETOF PARAPETOF PARAPETOF PARAPET DRAINAGE MATDRAINAGE MATDRAINAGE MATDRAINAGE MAT 1" MIN SEALANTSEALANTSEALANTSEALANT GYM FLOOR -16' - 9" HAT CHANNELHAT CHANNELHAT CHANNELHAT CHANNEL WATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER AT TAPED INSULATION SEAMSTAPED INSULATION SEAMSTAPED INSULATION SEAMSTAPED INSULATION SEAMS MIN CLEARANCE 6" ABOVEMIN CLEARANCE 6" ABOVEMIN CLEARANCE 6" ABOVEMIN CLEARANCE 6" ABOVE TERRAINTERRAINTERRAINTERRAIN FLASHING TAPE TO OVERLAPFLASHING TAPE TO OVERLAPFLASHING TAPE TO OVERLAPFLASHING TAPE TO OVERLAP MTL FLASHINGMTL FLASHINGMTL FLASHINGMTL FLASHING GALV. MTL Z-FLASHING WITH KICKGALV. MTL Z-FLASHING WITH KICKGALV. MTL Z-FLASHING WITH KICKGALV. MTL Z-FLASHING WITH KICK FIBER CEMENT PANELFIBER CEMENT PANELFIBER CEMENT PANELFIBER CEMENT PANEL 6"6"6"6" XPS INSULATION CONTINUES TO T.O.XPS INSULATION CONTINUES TO T.O.XPS INSULATION CONTINUES TO T.O.XPS INSULATION CONTINUES TO T.O. FOUNDATION WHERE TERRAIN ABUTSFOUNDATION WHERE TERRAIN ABUTSFOUNDATION WHERE TERRAIN ABUTSFOUNDATION WHERE TERRAIN ABUTS BUILDING - PROTECTION BOARDBUILDING - PROTECTION BOARDBUILDING - PROTECTION BOARDBUILDING - PROTECTION BOARD WHERE EXPOSEDWHERE EXPOSEDWHERE EXPOSEDWHERE EXPOSED WRAP FLASHING TAPE AROUNDWRAP FLASHING TAPE AROUNDWRAP FLASHING TAPE AROUNDWRAP FLASHING TAPE AROUND BASE OF INSULATION (AIR BARRIER)BASE OF INSULATION (AIR BARRIER)BASE OF INSULATION (AIR BARRIER)BASE OF INSULATION (AIR BARRIER) EXTEND CLADDING MIN 2" BELOWEXTEND CLADDING MIN 2" BELOWEXTEND CLADDING MIN 2" BELOWEXTEND CLADDING MIN 2" BELOW T.O. FOUNDATIONT.O. FOUNDATIONT.O. FOUNDATIONT.O. FOUNDATION SILL GASKET, BUTYLSILL GASKET, BUTYLSILL GASKET, BUTYLSILL GASKET, BUTYL SEALANT OR SEALANTSEALANT OR SEALANTSEALANT OR SEALANTSEALANT OR SEALANT TAPE AT BASE OF STUDTAPE AT BASE OF STUDTAPE AT BASE OF STUDTAPE AT BASE OF STUD WALL (AIR BARRIER)WALL (AIR BARRIER)WALL (AIR BARRIER)WALL (AIR BARRIER) WALL BASE ANDWALL BASE ANDWALL BASE ANDWALL BASE AND FLOORING REF: FINISHFLOORING REF: FINISHFLOORING REF: FINISHFLOORING REF: FINISH SCHEDULESCHEDULESCHEDULESCHEDULE UPPER LEVEL 0' - 0" B GYM FLOOR -16' - 9" GYM ROOF 21' - 0" 8' - 0"8' - 0"8' - 0"8' - 0" FA 1 7 12" / 12"12" / 12"12" / 12"12" / 12" ROOF TYPE BROOF TYPE BROOF TYPE BROOF TYPE B ROOF TYPE AROOF TYPE AROOF TYPE AROOF TYPE A CARDIOCARDIOCARDIOCARDIO 261 GYMGYMGYMGYM 131 8' - 0"8' - 0"8' - 0"8' - 0" -3' - 0"-3' - 0"-3' - 0"-3' - 0"-3' - 0"-3' - 0"-3' - 0"-3' - 0" FA 0 7 -6' - 9"-6' - 9"-6' - 9"-6' - 9" A106 5 Sim A305 6 Sim ROOF BOARD AT WALL EXTERIOR-ROOF BOARD AT WALL EXTERIOR-ROOF BOARD AT WALL EXTERIOR-ROOF BOARD AT WALL EXTERIOR- WRAP EPDM UP WALL SIMILAR TOWRAP EPDM UP WALL SIMILAR TOWRAP EPDM UP WALL SIMILAR TOWRAP EPDM UP WALL SIMILAR TO PARAPET CONDITONPARAPET CONDITONPARAPET CONDITONPARAPET CONDITON 4"4"4"4" SLOPED NOTCH INSLOPED NOTCH INSLOPED NOTCH INSLOPED NOTCH IN CONCRETE WALL FORCONCRETE WALL FORCONCRETE WALL FORCONCRETE WALL FOR CLADDING CONTINUATIONCLADDING CONTINUATIONCLADDING CONTINUATIONCLADDING CONTINUATION SILL DETAIL AT STONE REF:SILL DETAIL AT STONE REF:SILL DETAIL AT STONE REF:SILL DETAIL AT STONE REF: BASE OF WALL FLASHING ATBASE OF WALL FLASHING ATBASE OF WALL FLASHING ATBASE OF WALL FLASHING AT STONE REF:STONE REF:STONE REF:STONE REF: /7 A306 /10 A308 PROTECTION BOARDPROTECTION BOARDPROTECTION BOARDPROTECTION BOARD ON 1.5" XPSON 1.5" XPSON 1.5" XPSON 1.5" XPS GYP BD ON STUDGYP BD ON STUDGYP BD ON STUDGYP BD ON STUD FUR OUTFUR OUTFUR OUTFUR OUT GYP BD AT SILLGYP BD AT SILLGYP BD AT SILLGYP BD AT SILL SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 2 : 5 6 : 5 0 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 WALL SECTIONS AND DETAILS A303 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/2" = 1'-0"2 GYM AT GRID 3 - RTN WALL 1/2" = 1'-0"1 GYM AT GRID 3, TYP 1/2" = 1'-0"3 GYM NEAR GRID A 1 1/2" = 1'-0"4 PARAPET - STUD WALL W/ STONE 1 1/2" = 1'-0"5 BASE OF WALL - STUD W/ PANEL TYP 1/2" = 1'-0"6 GYM EXIT @ GRID B FOR EXTERIOR WALL TYPESFOR EXTERIOR WALL TYPESFOR EXTERIOR WALL TYPESFOR EXTERIOR WALL TYPES PLEASE SEE PREVIOUS ORPLEASE SEE PREVIOUS ORPLEASE SEE PREVIOUS ORPLEASE SEE PREVIOUS OR NEXT PAGENEXT PAGENEXT PAGENEXT PAGE 1 1/2" = 1'-0"7 CLADDING CONT. @ RTN WALL NOTCH T ectonic Copyrig ht 2007 UPPER LEVEL 0' - 0" LOWER LEVEL -15' - 0" POOL ROOF 24' - 0" GYM ROOF 21' - 0" L STRENGTHSTRENGTHSTRENGTHSTRENGTH 123 CONCRETE RETAINING WALLCONCRETE RETAINING WALLCONCRETE RETAINING WALLCONCRETE RETAINING WALL REF: STRUCTURALREF: STRUCTURALREF: STRUCTURALREF: STRUCTURAL HIGH PERFORMANCEHIGH PERFORMANCEHIGH PERFORMANCEHIGH PERFORMANCE COATING ATCOATING ATCOATING ATCOATING AT UNDERSIDE OF DECKUNDERSIDE OF DECKUNDERSIDE OF DECKUNDERSIDE OF DECK ROOF DECK EDGEROOF DECK EDGEROOF DECK EDGEROOF DECK EDGE SUPPORTSUPPORTSUPPORTSUPPORT FILL ALL VOIDS BETWEENFILL ALL VOIDS BETWEENFILL ALL VOIDS BETWEENFILL ALL VOIDS BETWEEN METAL DECK AND WALLMETAL DECK AND WALLMETAL DECK AND WALLMETAL DECK AND WALL WITH PAINTABLE CLOSED-WITH PAINTABLE CLOSED-WITH PAINTABLE CLOSED-WITH PAINTABLE CLOSED- CELL SPRAY FOAMCELL SPRAY FOAMCELL SPRAY FOAMCELL SPRAY FOAM INSULATION. STRIKE OFFINSULATION. STRIKE OFFINSULATION. STRIKE OFFINSULATION. STRIKE OFF FOAM TO CLEAN SURFACEFOAM TO CLEAN SURFACEFOAM TO CLEAN SURFACEFOAM TO CLEAN SURFACE IN PREPARATION FOR HIGHIN PREPARATION FOR HIGHIN PREPARATION FOR HIGHIN PREPARATION FOR HIGH PERFORAMANCE COATING.PERFORAMANCE COATING.PERFORAMANCE COATING.PERFORAMANCE COATING. WATERPROOFING ON CMUWATERPROOFING ON CMUWATERPROOFING ON CMUWATERPROOFING ON CMU SLAB CONDITION ATSLAB CONDITION ATSLAB CONDITION ATSLAB CONDITION AT GRID L REF:GRID L REF:GRID L REF:GRID L REF: STRUCTURALSTRUCTURALSTRUCTURALSTRUCTURAL 04 EXTEND RUBBEREXTEND RUBBEREXTEND RUBBEREXTEND RUBBER FLOORING UP WALL TOFLOORING UP WALL TOFLOORING UP WALL TOFLOORING UP WALL TO 1'-6" AFF1'-6" AFF1'-6" AFF1'-6" AFF MIRROR REF: EQUIPMENTMIRROR REF: EQUIPMENTMIRROR REF: EQUIPMENTMIRROR REF: EQUIPMENT SHEETSSHEETSSHEETSSHEETS PERIMETER DRAINPERIMETER DRAINPERIMETER DRAINPERIMETER DRAIN REF: PLUMBINGREF: PLUMBINGREF: PLUMBINGREF: PLUMBING 22 A302 5 Sim A302 6 Sim A302 7 Sim NATORIUMNATORIUMNATORIUMNATORIUM 251 CARDIOCARDIOCARDIOCARDIO 261 PROTECTION BOARDPROTECTION BOARDPROTECTION BOARDPROTECTION BOARD ON 1.5" XPS INSULATION ON 1.5" XPS INSULATION ON 1.5" XPS INSULATION ON 1.5" XPS INSULATION 7' - 4"7' - 4"7' - 4"7' - 4" 2' - 8"2' - 8"2' - 8"2' - 8" FB 1 4 ROOF TYPE BROOF TYPE BROOF TYPE BROOF TYPE B ROOF TYPE BROOF TYPE BROOF TYPE BROOF TYPE B A601 15 Sim UPPER LEVEL 0' - 0" POOL ROOF 24' - 0" L VESTIBULEVESTIBULEVESTIBULEVESTIBULE 201 EQ EQ A304 5 14' - 8"14' - 8"14' - 8"14' - 8" S12C UPPER LEVEL 0' - 0" LOWER LEVEL -15' - 0" OFFICE ROOF 16' - 0" POOL ROOF 24' - 0" L LOBBYLOBBYLOBBYLOBBY 202 STRENGTHSTRENGTHSTRENGTHSTRENGTH 123 ROOF TYPE AROOF TYPE AROOF TYPE AROOF TYPE A EXPOSED STEEL BEAM, REF: STRUCTURALEXPOSED STEEL BEAM, REF: STRUCTURALEXPOSED STEEL BEAM, REF: STRUCTURALEXPOSED STEEL BEAM, REF: STRUCTURAL FIBER CEMENT SOFFITFIBER CEMENT SOFFITFIBER CEMENT SOFFITFIBER CEMENT SOFFIT BELOW BEAMBELOW BEAMBELOW BEAMBELOW BEAM V6S 22' - 0"22' - 0"22' - 0"22' - 0" 18' - 0"18' - 0"18' - 0"18' - 0" FA 2 5 ROOF TYPE BROOF TYPE BROOF TYPE BROOF TYPE B 04 MIRROR PER SCHEDULEMIRROR PER SCHEDULEMIRROR PER SCHEDULEMIRROR PER SCHEDULE CONCRETE RETAINING WALLCONCRETE RETAINING WALLCONCRETE RETAINING WALLCONCRETE RETAINING WALL REF: STRUCTURALREF: STRUCTURALREF: STRUCTURALREF: STRUCTURAL SLAB CONDITION ATSLAB CONDITION ATSLAB CONDITION ATSLAB CONDITION AT GRID L REF:GRID L REF:GRID L REF:GRID L REF: STRUCTURALSTRUCTURALSTRUCTURALSTRUCTURAL EXTEND RUBBEREXTEND RUBBEREXTEND RUBBEREXTEND RUBBER FLOORING UP WALL TOFLOORING UP WALL TOFLOORING UP WALL TOFLOORING UP WALL TO 1'-6" AFF1'-6" AFF1'-6" AFF1'-6" AFF PERIMETER DRAINPERIMETER DRAINPERIMETER DRAINPERIMETER DRAIN REF: PLUMBINGREF: PLUMBINGREF: PLUMBINGREF: PLUMBING PROTECTION BOARDPROTECTION BOARDPROTECTION BOARDPROTECTION BOARD ON 1.5" XPS INSULATION ON 1.5" XPS INSULATION ON 1.5" XPS INSULATION ON 1.5" XPS INSULATION A308 7 Sim A308 2 Sim 1' - 0" 5"5"5"5" 4 4 12' - 0"12' - 0"12' - 0"12' - 0" A115 3 UPPER LEVEL 0' - 0" LOWER LEVEL -15' - 0" GYM ROOF 21' - 0" L LOCKER ROOF 15' - 0" LOBBYLOBBYLOBBYLOBBY 202 LOBBYLOBBYLOBBYLOBBY 202 STRENGTHSTRENGTHSTRENGTHSTRENGTH 123 CONCRETE RETAINING WALLCONCRETE RETAINING WALLCONCRETE RETAINING WALLCONCRETE RETAINING WALL REF: STRUCTURALREF: STRUCTURALREF: STRUCTURALREF: STRUCTURAL SLAB CONDITION ATSLAB CONDITION ATSLAB CONDITION ATSLAB CONDITION AT GRID L REF:GRID L REF:GRID L REF:GRID L REF: STRUCTURALSTRUCTURALSTRUCTURALSTRUCTURAL EXTEND RUBBEREXTEND RUBBEREXTEND RUBBEREXTEND RUBBER FLOORING UP WALL TOFLOORING UP WALL TOFLOORING UP WALL TOFLOORING UP WALL TO 1'-6" AFF1'-6" AFF1'-6" AFF1'-6" AFF MIRROR REF: EQUIPMENTMIRROR REF: EQUIPMENTMIRROR REF: EQUIPMENTMIRROR REF: EQUIPMENT SHEETSSHEETSSHEETSSHEETS PERIMETER DRAINPERIMETER DRAINPERIMETER DRAINPERIMETER DRAIN REF: PLUMBINGREF: PLUMBINGREF: PLUMBINGREF: PLUMBING PROTECTION BOARDPROTECTION BOARDPROTECTION BOARDPROTECTION BOARD ON 1.5" XPS INSULATION ON 1.5" XPS INSULATION ON 1.5" XPS INSULATION ON 1.5" XPS INSULATION H6S 4 04 1'-0"1'-0"1'-0"1'-0" ROOF TYPE AROOF TYPE AROOF TYPE AROOF TYPE A FIBER CEMENT SOFFIT BELOW BEAMFIBER CEMENT SOFFIT BELOW BEAMFIBER CEMENT SOFFIT BELOW BEAMFIBER CEMENT SOFFIT BELOW BEAM ROOF TYPE BROOF TYPE BROOF TYPE BROOF TYPE B A304 6 4 5"5"5"5" 5"5"5"5" 12' - 0"12' - 0"12' - 0"12' - 0" A115 8 FIBER CEMENT SIDING ONFIBER CEMENT SIDING ONFIBER CEMENT SIDING ONFIBER CEMENT SIDING ON HAT CHANNELHAT CHANNELHAT CHANNELHAT CHANNEL CONTINUE RIGID INSULATION,CONTINUE RIGID INSULATION,CONTINUE RIGID INSULATION,CONTINUE RIGID INSULATION, AIR AND WATER RESISTIVEAIR AND WATER RESISTIVEAIR AND WATER RESISTIVEAIR AND WATER RESISTIVE BARRIER TO ROOF DECKBARRIER TO ROOF DECKBARRIER TO ROOF DECKBARRIER TO ROOF DECK FIBER CEMENT SOFFITFIBER CEMENT SOFFITFIBER CEMENT SOFFITFIBER CEMENT SOFFIT BOARD AT UNDERSIDE OFBOARD AT UNDERSIDE OFBOARD AT UNDERSIDE OFBOARD AT UNDERSIDE OF WIDE FLANGEWIDE FLANGEWIDE FLANGEWIDE FLANGE LEAVE 1/8" AIR GAP AT TOPLEAVE 1/8" AIR GAP AT TOPLEAVE 1/8" AIR GAP AT TOPLEAVE 1/8" AIR GAP AT TOP OF RAINSCREEN ASSEMBLYOF RAINSCREEN ASSEMBLYOF RAINSCREEN ASSEMBLYOF RAINSCREEN ASSEMBLY FILL ALL VOIDS BETWEENFILL ALL VOIDS BETWEENFILL ALL VOIDS BETWEENFILL ALL VOIDS BETWEEN CORRUGATED DECK AND TOPCORRUGATED DECK AND TOPCORRUGATED DECK AND TOPCORRUGATED DECK AND TOP OF WALL WITH SPRAY-FOAMOF WALL WITH SPRAY-FOAMOF WALL WITH SPRAY-FOAMOF WALL WITH SPRAY-FOAM INSULATIONINSULATIONINSULATIONINSULATION ROOF TYPE AROOF TYPE AROOF TYPE AROOF TYPE A CONTINUOUS METAL HOOK STRIPCONTINUOUS METAL HOOK STRIPCONTINUOUS METAL HOOK STRIPCONTINUOUS METAL HOOK STRIP SIKA DETAIL 1-1ASIKA DETAIL 1-1ASIKA DETAIL 1-1ASIKA DETAIL 1-1A EXTERIOR FIRE RETARDANTEXTERIOR FIRE RETARDANTEXTERIOR FIRE RETARDANTEXTERIOR FIRE RETARDANT TREATED WOOD NAILERTREATED WOOD NAILERTREATED WOOD NAILERTREATED WOOD NAILER PRE- FINISHED METAL EDGEPRE- FINISHED METAL EDGEPRE- FINISHED METAL EDGEPRE- FINISHED METAL EDGE 16" FIBER CEMENT BOARD16" FIBER CEMENT BOARD16" FIBER CEMENT BOARD16" FIBER CEMENT BOARD FASCIAFASCIAFASCIAFASCIA FIBER CEMENT SOFFITFIBER CEMENT SOFFITFIBER CEMENT SOFFITFIBER CEMENT SOFFIT H12C S12C FIBER CEMENT HORZ SIDING ON 12-IN CMU:FIBER CEMENT HORZ SIDING ON 12-IN CMU:FIBER CEMENT HORZ SIDING ON 12-IN CMU:FIBER CEMENT HORZ SIDING ON 12-IN CMU: •••• 12" CMU12" CMU12" CMU12" CMU •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPEC •••• 7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO CMU WITH MIN 1/4X5" TAPCON HEX SCREW @ 7"TO CMU WITH MIN 1/4X5" TAPCON HEX SCREW @ 7"TO CMU WITH MIN 1/4X5" TAPCON HEX SCREW @ 7"TO CMU WITH MIN 1/4X5" TAPCON HEX SCREW @ 7" OC VERTOC VERTOC VERTOC VERT •••• HORIZONTAL FIBER CEMENT PLANK SIDING HORIZONTAL FIBER CEMENT PLANK SIDING HORIZONTAL FIBER CEMENT PLANK SIDING HORIZONTAL FIBER CEMENT PLANK SIDING STONE VENEER ON 12-IN CMU:STONE VENEER ON 12-IN CMU:STONE VENEER ON 12-IN CMU:STONE VENEER ON 12-IN CMU: •••• 12" CMU12" CMU12" CMU12" CMU •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPEC •••• METAL LATH PER SPEC, FASTENED TO CMU WITH MINMETAL LATH PER SPEC, FASTENED TO CMU WITH MINMETAL LATH PER SPEC, FASTENED TO CMU WITH MINMETAL LATH PER SPEC, FASTENED TO CMU WITH MIN 1/4" X 4 TAPCON HEX SCREWS, 7" OC VERT & 16 OC1/4" X 4 TAPCON HEX SCREWS, 7" OC VERT & 16 OC1/4" X 4 TAPCON HEX SCREWS, 7" OC VERT & 16 OC1/4" X 4 TAPCON HEX SCREWS, 7" OC VERT & 16 OC HORZHORZHORZHORZ •••• RAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MAT •••• MORTAR PER VENEER MFRMORTAR PER VENEER MFRMORTAR PER VENEER MFRMORTAR PER VENEER MFR •••• ADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEER H6S V6S P6S FIBER CEMENT CLADDING ON 6-IN MTL STUD:FIBER CEMENT CLADDING ON 6-IN MTL STUD:FIBER CEMENT CLADDING ON 6-IN MTL STUD:FIBER CEMENT CLADDING ON 6-IN MTL STUD: •••• 5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD •••• 6" 18 GA. STEEL STUD, 16" OC6" 18 GA. STEEL STUD, 16" OC6" 18 GA. STEEL STUD, 16" OC6" 18 GA. STEEL STUD, 16" OC •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPEC •••• 7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO STUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLYSTUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLYSTUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLYSTUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLY •••• H - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDING V - FIBER CEMENT VERTICAL SIDING PANELV - FIBER CEMENT VERTICAL SIDING PANELV - FIBER CEMENT VERTICAL SIDING PANELV - FIBER CEMENT VERTICAL SIDING PANEL P - FIBER CEMENT PANELP - FIBER CEMENT PANELP - FIBER CEMENT PANELP - FIBER CEMENT PANEL S6S STONE VENEER ON 6-IN MTL STUD:STONE VENEER ON 6-IN MTL STUD:STONE VENEER ON 6-IN MTL STUD:STONE VENEER ON 6-IN MTL STUD: •••• 5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD •••• 6" 18 GA. STEEL STUD, 16" OC6" 18 GA. STEEL STUD, 16" OC6" 18 GA. STEEL STUD, 16" OC6" 18 GA. STEEL STUD, 16" OC •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPEC •••• METAL LATH PER SPEC, FASTENED TO STUDS WITHMETAL LATH PER SPEC, FASTENED TO STUDS WITHMETAL LATH PER SPEC, FASTENED TO STUDS WITHMETAL LATH PER SPEC, FASTENED TO STUDS WITH MIN #8 SCREWS @ 6" OC VERTICALLYMIN #8 SCREWS @ 6" OC VERTICALLYMIN #8 SCREWS @ 6" OC VERTICALLYMIN #8 SCREWS @ 6" OC VERTICALLY •••• RAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MAT •••• MORTAR PER VENEER MFRMORTAR PER VENEER MFRMORTAR PER VENEER MFRMORTAR PER VENEER MFR •••• ADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEER H8S V8S P8S FIBER CEMENT CLADDING ON 8-IN MTL STUD:FIBER CEMENT CLADDING ON 8-IN MTL STUD:FIBER CEMENT CLADDING ON 8-IN MTL STUD:FIBER CEMENT CLADDING ON 8-IN MTL STUD: •••• 5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD •••• 8" 18 GA. STEEL STUD, 16" OC8" 18 GA. STEEL STUD, 16" OC8" 18 GA. STEEL STUD, 16" OC8" 18 GA. STEEL STUD, 16" OC •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPEC •••• 7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO STUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLYSTUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLYSTUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLYSTUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLY •••• H - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDING V - FIBER CEMENT VERTICAL SIDING PANELV - FIBER CEMENT VERTICAL SIDING PANELV - FIBER CEMENT VERTICAL SIDING PANELV - FIBER CEMENT VERTICAL SIDING PANEL P - FIBER CEMENT PANELP - FIBER CEMENT PANELP - FIBER CEMENT PANELP - FIBER CEMENT PANEL S8S STONE VENEER ON 8-IN MTL STUD:STONE VENEER ON 8-IN MTL STUD:STONE VENEER ON 8-IN MTL STUD:STONE VENEER ON 8-IN MTL STUD: •••• 5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD •••• 8" STEEL STUD, 16" OC8" STEEL STUD, 16" OC8" STEEL STUD, 16" OC8" STEEL STUD, 16" OC •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPEC •••• METAL LATH PER SPEC, FASTENED TO STUDS, WITHMETAL LATH PER SPEC, FASTENED TO STUDS, WITHMETAL LATH PER SPEC, FASTENED TO STUDS, WITHMETAL LATH PER SPEC, FASTENED TO STUDS, WITH MIN #10 SCREWS @ 6" OC VERTICALLYMIN #10 SCREWS @ 6" OC VERTICALLYMIN #10 SCREWS @ 6" OC VERTICALLYMIN #10 SCREWS @ 6" OC VERTICALLY •••• RAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MAT •••• MORTAR PER VENEER MFRMORTAR PER VENEER MFRMORTAR PER VENEER MFRMORTAR PER VENEER MFR •••• ADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEER H8C V8C FIBER CEMENT CLADDING ON 8-IN CMU:FIBER CEMENT CLADDING ON 8-IN CMU:FIBER CEMENT CLADDING ON 8-IN CMU:FIBER CEMENT CLADDING ON 8-IN CMU: •••• 8" CMU8" CMU8" CMU8" CMU •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPEC •••• 7/8" STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" STEEL HAT CHANNELS, 16" OC FASTENED TO CMU WITH MIN 1/4" X 5" TAPCON HEX SCREW @ 7"CMU WITH MIN 1/4" X 5" TAPCON HEX SCREW @ 7"CMU WITH MIN 1/4" X 5" TAPCON HEX SCREW @ 7"CMU WITH MIN 1/4" X 5" TAPCON HEX SCREW @ 7" OC VERTOC VERTOC VERTOC VERT •••• H - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDING •••• V - FIBER CEMENT VERTICAL SIDING PANEL V - FIBER CEMENT VERTICAL SIDING PANEL V - FIBER CEMENT VERTICAL SIDING PANEL V - FIBER CEMENT VERTICAL SIDING PANEL U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3 U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3 U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3 U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3 U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & D U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & D U-FACTOR = .064 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .064 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .064 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .064 PER ASHRAE 90.1- 2010 TABLES A3.1C & D SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 2 : 5 6 : 5 9 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 WALL SECTIONS AND DETAILS A304 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/2" = 1'-0"1 GRID L - POOL/GYM 1/2" = 1'-0"4 GRID L VESTIBULE 1/2" = 1'-0"3 GRID L - LOBBY @ CLERESTORY 1/2" = 1'-0"2 GRID L - LOBBY/GYM 1 1/2" = 1'-0"6 TOP OF WALL - STUD + SIDING 1 1/2" = 1'-0"5 PVC ROOF HIGH EAVE - ENTRY ROOF 1/4" = 1'-0" EXTERIOR WALL TYPE LEGEND T ectonic Copyrig ht 2007T ectonic Copyrig ht 2007 UPPER LEVEL 0' - 0" LOWER LEVEL -15' - 0" GYM FLOOR -16' - 9" OFFICE ROOF 16' - 0" A5 RECV & STORRECV & STORRECV & STORRECV & STOR 115 V6S CLADDINGCLADDINGCLADDINGCLADDING TRANSITIONTRANSITIONTRANSITIONTRANSITION 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 6"6"6"6" 5' - 0"5' - 0"5' - 0"5' - 0" A307 10 H6S WATER & FIRE ENTRYWATER & FIRE ENTRYWATER & FIRE ENTRYWATER & FIRE ENTRY 273 A305 5 Sim A305 6 Sim ROOF TYPE BROOF TYPE BROOF TYPE BROOF TYPE B A305 9 04 PROTECTION BOARD ONPROTECTION BOARD ONPROTECTION BOARD ONPROTECTION BOARD ON 1.5" XPS INSULATION1.5" XPS INSULATION1.5" XPS INSULATION1.5" XPS INSULATION INSULATION ANDINSULATION ANDINSULATION ANDINSULATION AND CLADDING CONTINUE TOCLADDING CONTINUE TOCLADDING CONTINUE TOCLADDING CONTINUE TO +/- 4" ABOVE GRADE -+/- 4" ABOVE GRADE -+/- 4" ABOVE GRADE -+/- 4" ABOVE GRADE - SEE ELVATIONSEE ELVATIONSEE ELVATIONSEE ELVATION 10" STRUCTURAL WALL10" STRUCTURAL WALL10" STRUCTURAL WALL10" STRUCTURAL WALL WITH SLOPED NOTCH TOWITH SLOPED NOTCH TOWITH SLOPED NOTCH TOWITH SLOPED NOTCH TO ALLOW CLADDINGALLOW CLADDINGALLOW CLADDINGALLOW CLADDING CONTINUATIONCONTINUATIONCONTINUATIONCONTINUATION H12C S12C FIBER CEMENT HORZ SIDING ON 12-IN CMU:FIBER CEMENT HORZ SIDING ON 12-IN CMU:FIBER CEMENT HORZ SIDING ON 12-IN CMU:FIBER CEMENT HORZ SIDING ON 12-IN CMU: •••• 12" CMU12" CMU12" CMU12" CMU •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPEC •••• 7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO CMU WITH MIN 1/4X5" TAPCON HEX SCREW @ 7"TO CMU WITH MIN 1/4X5" TAPCON HEX SCREW @ 7"TO CMU WITH MIN 1/4X5" TAPCON HEX SCREW @ 7"TO CMU WITH MIN 1/4X5" TAPCON HEX SCREW @ 7" OC VERTOC VERTOC VERTOC VERT •••• HORIZONTAL FIBER CEMENT PLANK SIDING HORIZONTAL FIBER CEMENT PLANK SIDING HORIZONTAL FIBER CEMENT PLANK SIDING HORIZONTAL FIBER CEMENT PLANK SIDING STONE VENEER ON 12-IN CMU:STONE VENEER ON 12-IN CMU:STONE VENEER ON 12-IN CMU:STONE VENEER ON 12-IN CMU: •••• 12" CMU12" CMU12" CMU12" CMU •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPEC •••• METAL LATH PER SPEC, FASTENED TO CMU WITH MINMETAL LATH PER SPEC, FASTENED TO CMU WITH MINMETAL LATH PER SPEC, FASTENED TO CMU WITH MINMETAL LATH PER SPEC, FASTENED TO CMU WITH MIN 1/4" X 4 TAPCON HEX SCREWS, 7" OC VERT & 16 OC1/4" X 4 TAPCON HEX SCREWS, 7" OC VERT & 16 OC1/4" X 4 TAPCON HEX SCREWS, 7" OC VERT & 16 OC1/4" X 4 TAPCON HEX SCREWS, 7" OC VERT & 16 OC HORZHORZHORZHORZ •••• RAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MAT •••• MORTAR PER VENEER MFRMORTAR PER VENEER MFRMORTAR PER VENEER MFRMORTAR PER VENEER MFR •••• ADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEER H6S V6S P6S FIBER CEMENT CLADDING ON 6-IN MTL STUD:FIBER CEMENT CLADDING ON 6-IN MTL STUD:FIBER CEMENT CLADDING ON 6-IN MTL STUD:FIBER CEMENT CLADDING ON 6-IN MTL STUD: •••• 5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD •••• 6" 18 GA. STEEL STUD, 16" OC6" 18 GA. STEEL STUD, 16" OC6" 18 GA. STEEL STUD, 16" OC6" 18 GA. STEEL STUD, 16" OC •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPEC •••• 7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO STUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLYSTUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLYSTUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLYSTUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLY •••• H - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDING V - FIBER CEMENT VERTICAL SIDING PANELV - FIBER CEMENT VERTICAL SIDING PANELV - FIBER CEMENT VERTICAL SIDING PANELV - FIBER CEMENT VERTICAL SIDING PANEL P - FIBER CEMENT PANELP - FIBER CEMENT PANELP - FIBER CEMENT PANELP - FIBER CEMENT PANEL S6S STONE VENEER ON 6-IN MTL STUD:STONE VENEER ON 6-IN MTL STUD:STONE VENEER ON 6-IN MTL STUD:STONE VENEER ON 6-IN MTL STUD: •••• 5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD •••• 6" 18 GA. STEEL STUD, 16" OC6" 18 GA. STEEL STUD, 16" OC6" 18 GA. STEEL STUD, 16" OC6" 18 GA. STEEL STUD, 16" OC •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPEC •••• METAL LATH PER SPEC, FASTENED TO STUDS WITHMETAL LATH PER SPEC, FASTENED TO STUDS WITHMETAL LATH PER SPEC, FASTENED TO STUDS WITHMETAL LATH PER SPEC, FASTENED TO STUDS WITH MIN #8 SCREWS @ 6" OC VERTICALLYMIN #8 SCREWS @ 6" OC VERTICALLYMIN #8 SCREWS @ 6" OC VERTICALLYMIN #8 SCREWS @ 6" OC VERTICALLY •••• RAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MAT •••• MORTAR PER VENEER MFRMORTAR PER VENEER MFRMORTAR PER VENEER MFRMORTAR PER VENEER MFR •••• ADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEER H8S V8S P8S FIBER CEMENT CLADDING ON 8-IN MTL STUD:FIBER CEMENT CLADDING ON 8-IN MTL STUD:FIBER CEMENT CLADDING ON 8-IN MTL STUD:FIBER CEMENT CLADDING ON 8-IN MTL STUD: •••• 5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD •••• 8" 18 GA. STEEL STUD, 16" OC8" 18 GA. STEEL STUD, 16" OC8" 18 GA. STEEL STUD, 16" OC8" 18 GA. STEEL STUD, 16" OC •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPEC •••• 7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO STUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLYSTUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLYSTUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLYSTUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLY •••• H - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDING V - FIBER CEMENT VERTICAL SIDING PANELV - FIBER CEMENT VERTICAL SIDING PANELV - FIBER CEMENT VERTICAL SIDING PANELV - FIBER CEMENT VERTICAL SIDING PANEL P - FIBER CEMENT PANELP - FIBER CEMENT PANELP - FIBER CEMENT PANELP - FIBER CEMENT PANEL S8S STONE VENEER ON 8-IN MTL STUD:STONE VENEER ON 8-IN MTL STUD:STONE VENEER ON 8-IN MTL STUD:STONE VENEER ON 8-IN MTL STUD: •••• 5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD •••• 8" STEEL STUD, 16" OC8" STEEL STUD, 16" OC8" STEEL STUD, 16" OC8" STEEL STUD, 16" OC •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPEC •••• METAL LATH PER SPEC, FASTENED TO STUDS, WITHMETAL LATH PER SPEC, FASTENED TO STUDS, WITHMETAL LATH PER SPEC, FASTENED TO STUDS, WITHMETAL LATH PER SPEC, FASTENED TO STUDS, WITH MIN #10 SCREWS @ 6" OC VERTICALLYMIN #10 SCREWS @ 6" OC VERTICALLYMIN #10 SCREWS @ 6" OC VERTICALLYMIN #10 SCREWS @ 6" OC VERTICALLY •••• RAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MAT •••• MORTAR PER VENEER MFRMORTAR PER VENEER MFRMORTAR PER VENEER MFRMORTAR PER VENEER MFR •••• ADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEER H8C V8C FIBER CEMENT CLADDING ON 8-IN CMU:FIBER CEMENT CLADDING ON 8-IN CMU:FIBER CEMENT CLADDING ON 8-IN CMU:FIBER CEMENT CLADDING ON 8-IN CMU: •••• 8" CMU8" CMU8" CMU8" CMU •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPEC •••• 7/8" STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" STEEL HAT CHANNELS, 16" OC FASTENED TO CMU WITH MIN 1/4" X 5" TAPCON HEX SCREW @ 7"CMU WITH MIN 1/4" X 5" TAPCON HEX SCREW @ 7"CMU WITH MIN 1/4" X 5" TAPCON HEX SCREW @ 7"CMU WITH MIN 1/4" X 5" TAPCON HEX SCREW @ 7" OC VERTOC VERTOC VERTOC VERT •••• H - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDING •••• V - FIBER CEMENT VERTICAL SIDING PANEL V - FIBER CEMENT VERTICAL SIDING PANEL V - FIBER CEMENT VERTICAL SIDING PANEL V - FIBER CEMENT VERTICAL SIDING PANEL U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3 U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3 U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3 U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3 U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & D U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & D U-FACTOR = .064 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .064 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .064 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .064 PER ASHRAE 90.1- 2010 TABLES A3.1C & D UPPER LEVEL 0' - 0" LOWER LEVEL -15' - 0" OFFICE ROOF 16' - 0" A5 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " EXEC DIREXEC DIREXEC DIREXEC DIR 281 CLASSROOMCLASSROOMCLASSROOMCLASSROOM 114 FA 1 1 FA 0 1 V6S H6S ROOF TYPE CROOF TYPE CROOF TYPE CROOF TYPE C 6"6"6"6" 7' - 4"7' - 4"7' - 4"7' - 4" A305 5 A308 7 TILE BASETILE BASETILE BASETILE BASE 1/2 EXP. JOINT1/2 EXP. JOINT1/2 EXP. JOINT1/2 EXP. JOINT SLAB ON GRADESLAB ON GRADESLAB ON GRADESLAB ON GRADE BACKFILLBACKFILLBACKFILLBACKFILL PERIMETER DRAINPERIMETER DRAINPERIMETER DRAINPERIMETER DRAIN REF: PLUMBINGREF: PLUMBINGREF: PLUMBINGREF: PLUMBING PROTECTION BOARD ONPROTECTION BOARD ONPROTECTION BOARD ONPROTECTION BOARD ON 1.5" XPS INSULATION1.5" XPS INSULATION1.5" XPS INSULATION1.5" XPS INSULATION COURSE SOIL ATCOURSE SOIL ATCOURSE SOIL ATCOURSE SOIL AT PERIMETER DRAINPERIMETER DRAINPERIMETER DRAINPERIMETER DRAIN GEOTEXTILE FABRICGEOTEXTILE FABRICGEOTEXTILE FABRICGEOTEXTILE FABRIC WALL BEYONDWALL BEYONDWALL BEYONDWALL BEYOND 1/2" EXP. JOINT1/2" EXP. JOINT1/2" EXP. JOINT1/2" EXP. JOINT 4" CONC. SIDEWALK4" CONC. SIDEWALK4" CONC. SIDEWALK4" CONC. SIDEWALK ROOF TYPE BROOF TYPE BROOF TYPE BROOF TYPE B A305 6 Sim -7' - 10"-7' - 10"-7' - 10"-7' - 10" A305 8 6' - 0"6' - 0"6' - 0"6' - 0" A106 7 5'-5"5'-5"5'-5"5'-5" A308 2 Sim WRAP EPDM FLASHINGWRAP EPDM FLASHINGWRAP EPDM FLASHINGWRAP EPDM FLASHING OVER PARAPETOVER PARAPETOVER PARAPETOVER PARAPET FIBER CEMENT VERTICALFIBER CEMENT VERTICALFIBER CEMENT VERTICALFIBER CEMENT VERTICAL SIDNG PANELSIDNG PANELSIDNG PANELSIDNG PANEL MTL HAT CHANNELMTL HAT CHANNELMTL HAT CHANNELMTL HAT CHANNEL RIGID INSULATIONRIGID INSULATIONRIGID INSULATIONRIGID INSULATION CONTINUOUS METAL COPINGCONTINUOUS METAL COPINGCONTINUOUS METAL COPINGCONTINUOUS METAL COPING COPING ANCHOR CLIP -COPING ANCHOR CLIP -COPING ANCHOR CLIP -COPING ANCHOR CLIP - FASTEN TO BLOCKING PER CLIPFASTEN TO BLOCKING PER CLIPFASTEN TO BLOCKING PER CLIPFASTEN TO BLOCKING PER CLIP MFRMFRMFRMFR EXTERIOR FIRE RETARDANTEXTERIOR FIRE RETARDANTEXTERIOR FIRE RETARDANTEXTERIOR FIRE RETARDANT TREATED WOOD BLOCKINGTREATED WOOD BLOCKINGTREATED WOOD BLOCKINGTREATED WOOD BLOCKING WATER AND AIR BARRIERWATER AND AIR BARRIERWATER AND AIR BARRIERWATER AND AIR BARRIER AT TAPED INSULATIOINAT TAPED INSULATIOINAT TAPED INSULATIOINAT TAPED INSULATIOIN SEAMSSEAMSSEAMSSEAMSMTL STUD PERMTL STUD PERMTL STUD PERMTL STUD PER EXTERIOR WALL TYPEEXTERIOR WALL TYPEEXTERIOR WALL TYPEEXTERIOR WALL TYPE EXTERIOR GYP.EXTERIOR GYP.EXTERIOR GYP.EXTERIOR GYP. SHEATHING AT INSIDESHEATHING AT INSIDESHEATHING AT INSIDESHEATHING AT INSIDE OF PARAPETOF PARAPETOF PARAPETOF PARAPET CHANNEL FASTENER TO STUDCHANNEL FASTENER TO STUDCHANNEL FASTENER TO STUDCHANNEL FASTENER TO STUD PROVIDE UNDERLAY (I.E.PROVIDE UNDERLAY (I.E.PROVIDE UNDERLAY (I.E.PROVIDE UNDERLAY (I.E. FLASHING TAPE) TO ISOLATEFLASHING TAPE) TO ISOLATEFLASHING TAPE) TO ISOLATEFLASHING TAPE) TO ISOLATE FLASHING FROM CEMENTFLASHING FROM CEMENTFLASHING FROM CEMENTFLASHING FROM CEMENT PANEL FASTENER PER PANEL MFRPANEL FASTENER PER PANEL MFRPANEL FASTENER PER PANEL MFRPANEL FASTENER PER PANEL MFR EPDM MEMBRANEEPDM MEMBRANEEPDM MEMBRANEEPDM MEMBRANE FLASHING TO CONTINUEFLASHING TO CONTINUEFLASHING TO CONTINUEFLASHING TO CONTINUE UP AND OVER PARAPETUP AND OVER PARAPETUP AND OVER PARAPETUP AND OVER PARAPET EPDM MEMBRANEEPDM MEMBRANEEPDM MEMBRANEEPDM MEMBRANE FIRESTONE DETAIL BT-7FIRESTONE DETAIL BT-7FIRESTONE DETAIL BT-7FIRESTONE DETAIL BT-7 COVER BOARDCOVER BOARDCOVER BOARDCOVER BOARD RIGID INSULATIONRIGID INSULATIONRIGID INSULATIONRIGID INSULATION REF: ROOF TYPE BREF: ROOF TYPE BREF: ROOF TYPE BREF: ROOF TYPE B METAL DECK REF :METAL DECK REF :METAL DECK REF :METAL DECK REF : STRUCTURALSTRUCTURALSTRUCTURALSTRUCTURAL FIBER CEMENT VERTICALFIBER CEMENT VERTICALFIBER CEMENT VERTICALFIBER CEMENT VERTICAL SIDNG PANELSIDNG PANELSIDNG PANELSIDNG PANEL MTL HAT CHANNELMTL HAT CHANNELMTL HAT CHANNELMTL HAT CHANNEL CLOSED-CELL SPRAY FOAMCLOSED-CELL SPRAY FOAMCLOSED-CELL SPRAY FOAMCLOSED-CELL SPRAY FOAM INSULATION IN GAPINSULATION IN GAPINSULATION IN GAPINSULATION IN GAP BETWEEN ROOF AND WALLBETWEEN ROOF AND WALLBETWEEN ROOF AND WALLBETWEEN ROOF AND WALL INSULATIONINSULATIONINSULATIONINSULATION WATER AND AIR BARRIERWATER AND AIR BARRIERWATER AND AIR BARRIERWATER AND AIR BARRIER AT RIGID INSULATION -AT RIGID INSULATION -AT RIGID INSULATION -AT RIGID INSULATION - SEAMS TAPEDSEAMS TAPEDSEAMS TAPEDSEAMS TAPED CHANNEL FASTENER TO STUDCHANNEL FASTENER TO STUDCHANNEL FASTENER TO STUDCHANNEL FASTENER TO STUD PANEL FASTENER PER PANEL MFRPANEL FASTENER PER PANEL MFRPANEL FASTENER PER PANEL MFRPANEL FASTENER PER PANEL MFR ROOF BOARD ONROOF BOARD ONROOF BOARD ONROOF BOARD ON STUD PARAPET WALLSTUD PARAPET WALLSTUD PARAPET WALLSTUD PARAPET WALL UPPER LEVEL 0' - 0" LOWER LEVEL -15' - 0" GYM FLOOR -16' - 9" OFFICE ROOF 16' - 0" GYM ROOF 21' - 0" 7 V8S 44 01 CARDIOCARDIOCARDIOCARDIO 261 CARDIOCARDIOCARDIOCARDIO 261 GYMGYMGYMGYM 131 GAMESGAMESGAMESGAMES 106 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " FB 0 3 20' - 0"20' - 0"20' - 0"20' - 0" 17' - 4"17' - 4"17' - 4"17' - 4" M261 1' - 6"1' - 6"1' - 6"1' - 6" FA 2 6 A305 5 Sim A305 6 Sim A308 4 Sim ROOF TYPE BROOF TYPE BROOF TYPE BROOF TYPE B ROOF TYPE BROOF TYPE BROOF TYPE BROOF TYPE B SOFFIT CONSTRUCTIONSOFFIT CONSTRUCTIONSOFFIT CONSTRUCTIONSOFFIT CONSTRUCTION REF: CEILING DETAILSREF: CEILING DETAILSREF: CEILING DETAILSREF: CEILING DETAILS POWER WALL WITHPOWER WALL WITHPOWER WALL WITHPOWER WALL WITH SOLID SURFACESOLID SURFACESOLID SURFACESOLID SURFACE TOPTOPTOPTOP 13' - 4"13' - 4"13' - 4"13' - 4" RF01AT WALL BASERF01AT WALL BASERF01AT WALL BASERF01AT WALL BASE 1' - 9 " 6" A308 13 PROTECTION BOARD ONPROTECTION BOARD ONPROTECTION BOARD ONPROTECTION BOARD ON 1.5" XPS INSULATION AT1.5" XPS INSULATION AT1.5" XPS INSULATION AT1.5" XPS INSULATION AT SLAB TURNOVERSLAB TURNOVERSLAB TURNOVERSLAB TURNOVER WOOD ATHLETIC FLOORINGWOOD ATHLETIC FLOORINGWOOD ATHLETIC FLOORINGWOOD ATHLETIC FLOORING ON DEPRESSED SLABON DEPRESSED SLABON DEPRESSED SLABON DEPRESSED SLAB UPPER LEVEL 0' - 0" LOWER LEVEL -15' - 0" OFFICE ROOF 16' - 0" 8 REC ROOF 2' - 0" GAMESGAMESGAMESGAMES 106 GAMESGAMESGAMESGAMES 106 CARDIOCARDIOCARDIOCARDIO 261 A305 5 Sim V6S A305 6 SimROOF TYPE BROOF TYPE BROOF TYPE BROOF TYPE B A305 7 4 3' - 6"3' - 6"3' - 6"3' - 6" EPDM MEMBRANEEPDM MEMBRANEEPDM MEMBRANEEPDM MEMBRANE FLASHING TO CONTINUEFLASHING TO CONTINUEFLASHING TO CONTINUEFLASHING TO CONTINUE TO T-7 TERMINATIONTO T-7 TERMINATIONTO T-7 TERMINATIONTO T-7 TERMINATION EPDM MEMBRANEEPDM MEMBRANEEPDM MEMBRANEEPDM MEMBRANE FIRESTONE DETAIL BT-7FIRESTONE DETAIL BT-7FIRESTONE DETAIL BT-7FIRESTONE DETAIL BT-7 COVER BOARDCOVER BOARDCOVER BOARDCOVER BOARD RIGID INSULATIONRIGID INSULATIONRIGID INSULATIONRIGID INSULATION REF: ROOF TYPE BREF: ROOF TYPE BREF: ROOF TYPE BREF: ROOF TYPE B METAL DECK REF :METAL DECK REF :METAL DECK REF :METAL DECK REF : STRUCTURALSTRUCTURALSTRUCTURALSTRUCTURAL FIRESTONE DETAIL T-7FIRESTONE DETAIL T-7FIRESTONE DETAIL T-7FIRESTONE DETAIL T-7 FIBER CEMENT STARTER STRIPFIBER CEMENT STARTER STRIPFIBER CEMENT STARTER STRIPFIBER CEMENT STARTER STRIP HAT CHANNELHAT CHANNELHAT CHANNELHAT CHANNEL MTL FLASHINGMTL FLASHINGMTL FLASHINGMTL FLASHING WATER AND AIR BARRIER AT RIGIDWATER AND AIR BARRIER AT RIGIDWATER AND AIR BARRIER AT RIGIDWATER AND AIR BARRIER AT RIGID INSULATION - SEAMS TAPEDINSULATION - SEAMS TAPEDINSULATION - SEAMS TAPEDINSULATION - SEAMS TAPED SEE TYP HEAD DETAILSEE TYP HEAD DETAILSEE TYP HEAD DETAILSEE TYP HEAD DETAIL /7 A308 PVC MEMBRANEPVC MEMBRANEPVC MEMBRANEPVC MEMBRANE WELDED SEAM PROFILEWELDED SEAM PROFILEWELDED SEAM PROFILEWELDED SEAM PROFILE ROOF COVER BOARDROOF COVER BOARDROOF COVER BOARDROOF COVER BOARD FIBER CEMENT PANELFIBER CEMENT PANELFIBER CEMENT PANELFIBER CEMENT PANEL HAT CHANNELHAT CHANNELHAT CHANNELHAT CHANNEL UPPER LEVEL 0' - 0" A5 WATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER AT TAPED INSULATION SEAMSTAPED INSULATION SEAMSTAPED INSULATION SEAMSTAPED INSULATION SEAMS FLASHING TAPE TO OVERLAPFLASHING TAPE TO OVERLAPFLASHING TAPE TO OVERLAPFLASHING TAPE TO OVERLAP MTL FLASHINGMTL FLASHINGMTL FLASHINGMTL FLASHING GALV. MTL Z-FLASHINGGALV. MTL Z-FLASHINGGALV. MTL Z-FLASHINGGALV. MTL Z-FLASHING WITH KICKWITH KICKWITH KICKWITH KICK WRAP FLASHING TAPEWRAP FLASHING TAPEWRAP FLASHING TAPEWRAP FLASHING TAPE AROUND BASE OFAROUND BASE OFAROUND BASE OFAROUND BASE OF INSULATION (AIR BARRIER)INSULATION (AIR BARRIER)INSULATION (AIR BARRIER)INSULATION (AIR BARRIER) PROTECTION BOARD ONPROTECTION BOARD ONPROTECTION BOARD ONPROTECTION BOARD ON 1.5" XPS INSULATION1.5" XPS INSULATION1.5" XPS INSULATION1.5" XPS INSULATION SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 2 : 5 7 : 1 0 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 WALL SECTIONS AND DETAILS A305 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/2" = 1'-0"3 OFFICES AT GRID A5, RTN WALL 1/4" = 1'-0" EXTERIOR WALL TYPE LEGEND 1/2" = 1'-0"4 OFFICES AT GRID A5, TYP 1 1/2" = 1'-0"5 PARAPET - STUD WALL W/ PANEL 1 1/2" = 1'-0"6 EPDM ROOF EDGE@ STUD PARAPET, TYP 1/2" = 1'-0"1 GYM/REC AT GRID 6 1/2" = 1'-0"2 CARDIO/REC AT GRID 7 1 1/2" = 1'-0"7 EPDM ROOF EDGE @ STUD + SIDING 1 1/2" = 1'-0"8 PVC CANOPY AT OFFICES 1 1/2" = 1'-0"9 CLADDING TERMINATION AT RTN WALL LOWER LEVEL -15' - 0" AB LOW PLATE -4' - 0" AA 1 / A4031 / A4031 / A4031 / A403 1/2 EXP. JOINT1/2 EXP. JOINT1/2 EXP. JOINT1/2 EXP. JOINT SLAB ON GRADESLAB ON GRADESLAB ON GRADESLAB ON GRADE PERIMETER DRAINPERIMETER DRAINPERIMETER DRAINPERIMETER DRAIN REF: PLUMBINGREF: PLUMBINGREF: PLUMBINGREF: PLUMBING 1.5" XPS1.5" XPS1.5" XPS1.5" XPS INSULATION WITHINSULATION WITHINSULATION WITHINSULATION WITH PROTECTIONPROTECTIONPROTECTIONPROTECTION BOARDBOARDBOARDBOARD COURSE SOIL ATCOURSE SOIL ATCOURSE SOIL ATCOURSE SOIL AT PERIMETER DRAINPERIMETER DRAINPERIMETER DRAINPERIMETER DRAIN GEOTEXTILE FABRICGEOTEXTILE FABRICGEOTEXTILE FABRICGEOTEXTILE FABRIC EXT. SLAB REF:EXT. SLAB REF:EXT. SLAB REF:EXT. SLAB REF: LANDSCAPELANDSCAPELANDSCAPELANDSCAPE FURRED OUT COLUMNFURRED OUT COLUMNFURRED OUT COLUMNFURRED OUT COLUMN BEYONDBEYONDBEYONDBEYOND H6S SOFFIT REF: RCPSOFFIT REF: RCPSOFFIT REF: RCPSOFFIT REF: RCP ROOF TYPE AROOF TYPE AROOF TYPE AROOF TYPE A A306 6 3" / 12" 3" / 12" 3" / 12" 3" / 12" A106 5 1'-4"1'-4"1'-4"1'-4" 2' X 2' PRECAST COLUMN CAP2' X 2' PRECAST COLUMN CAP2' X 2' PRECAST COLUMN CAP2' X 2' PRECAST COLUMN CAP COLUMN: STONE VENEER ONCOLUMN: STONE VENEER ONCOLUMN: STONE VENEER ONCOLUMN: STONE VENEER ON MTL STUDMTL STUDMTL STUDMTL STUD SNOWGUARD RAIL AND BRACKETSSNOWGUARD RAIL AND BRACKETSSNOWGUARD RAIL AND BRACKETSSNOWGUARD RAIL AND BRACKETS LOWER LEVEL -15' - 0" A4 COMMUNITYCOMMUNITYCOMMUNITYCOMMUNITY 141 S6S A306 5 1/2 EXP. JOINT1/2 EXP. JOINT1/2 EXP. JOINT1/2 EXP. JOINT SLAB ON GRADESLAB ON GRADESLAB ON GRADESLAB ON GRADE 1.5" XPS INSULATION1.5" XPS INSULATION1.5" XPS INSULATION1.5" XPS INSULATION WITH PROTECTIONWITH PROTECTIONWITH PROTECTIONWITH PROTECTION BOARDBOARDBOARDBOARD EXT. SLAB REF:EXT. SLAB REF:EXT. SLAB REF:EXT. SLAB REF: LANDSCAPELANDSCAPELANDSCAPELANDSCAPE PERIMETER DRAINPERIMETER DRAINPERIMETER DRAINPERIMETER DRAIN REF: PLUMBINGREF: PLUMBINGREF: PLUMBINGREF: PLUMBING COURSE SOIL ATCOURSE SOIL ATCOURSE SOIL ATCOURSE SOIL AT PERIMETER DRAINPERIMETER DRAINPERIMETER DRAINPERIMETER DRAIN GEOTEXTILE FABRICGEOTEXTILE FABRICGEOTEXTILE FABRICGEOTEXTILE FABRIC A306 7 04 UPPER LEVEL 0' - 0" LOWER LEVEL -15' - 0" OFFICE ROOF 16' - 0" AE REC ROOF 2' - 0" 4' - 0"4' - 0"4' - 0"4' - 0" 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " V6S FA 1 4 A305 5 Sim A305 6 Sim FACILITY DIRFACILITY DIRFACILITY DIRFACILITY DIR 285 LOUNGELOUNGELOUNGELOUNGE 102 A308 4 Sim P6S BEYONDBEYONDBEYONDBEYOND 1'-0"1'-0"1'-0"1'-0" CONTROL DESK REF: MILLWORKCONTROL DESK REF: MILLWORKCONTROL DESK REF: MILLWORKCONTROL DESK REF: MILLWORK A308 13 Sim LOWER LEVEL -15' - 0" FIBER CEMENT STARTER STRIPFIBER CEMENT STARTER STRIPFIBER CEMENT STARTER STRIPFIBER CEMENT STARTER STRIP HAT CHANNELHAT CHANNELHAT CHANNELHAT CHANNEL WATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER AT TAPED INSULATION SEAMSTAPED INSULATION SEAMSTAPED INSULATION SEAMSTAPED INSULATION SEAMS MIN CLEARANCE 2" ABOVE HARDMIN CLEARANCE 2" ABOVE HARDMIN CLEARANCE 2" ABOVE HARDMIN CLEARANCE 2" ABOVE HARD SURFACESSURFACESSURFACESSURFACES FLASHING TAPE TO OVERLAPFLASHING TAPE TO OVERLAPFLASHING TAPE TO OVERLAPFLASHING TAPE TO OVERLAP MTL FLASHINGMTL FLASHINGMTL FLASHINGMTL FLASHING GALV. MTL Z-FLASHING WITH KICKGALV. MTL Z-FLASHING WITH KICKGALV. MTL Z-FLASHING WITH KICKGALV. MTL Z-FLASHING WITH KICK 2"2"2"2" WALL BASE ANDWALL BASE ANDWALL BASE ANDWALL BASE AND FLOORING REF:FLOORING REF:FLOORING REF:FLOORING REF: FINISH SCHEDULESFINISH SCHEDULESFINISH SCHEDULESFINISH SCHEDULES XPS STOPS HERE WHERE ANXPS STOPS HERE WHERE ANXPS STOPS HERE WHERE ANXPS STOPS HERE WHERE AN EXTERIOR SLAB ABUTS BUILDINGEXTERIOR SLAB ABUTS BUILDINGEXTERIOR SLAB ABUTS BUILDINGEXTERIOR SLAB ABUTS BUILDING EXP. JOINTEXP. JOINTEXP. JOINTEXP. JOINT WRAP FLASHING TAPE AROUNDWRAP FLASHING TAPE AROUNDWRAP FLASHING TAPE AROUNDWRAP FLASHING TAPE AROUND BASE OF INSULATION (AIRBASE OF INSULATION (AIRBASE OF INSULATION (AIRBASE OF INSULATION (AIR BARRIER)BARRIER)BARRIER)BARRIER) SILL GASKET, BUTYLSILL GASKET, BUTYLSILL GASKET, BUTYLSILL GASKET, BUTYL SEALANT OR SEALANTSEALANT OR SEALANTSEALANT OR SEALANTSEALANT OR SEALANT TAPE AT BASE OF STUDTAPE AT BASE OF STUDTAPE AT BASE OF STUDTAPE AT BASE OF STUD WALL (AIR BARRIER)WALL (AIR BARRIER)WALL (AIR BARRIER)WALL (AIR BARRIER) UPPER LEVEL 0' - 0" LOWER LEVEL -15' - 0" REC ROOF 2' - 0" 12 -4' - 0"-4' - 0"-4' - 0"-4' - 0"-4' - 0"-4' - 0"-4' - 0"-4' - 0" -3' - 0"-3' - 0"-3' - 0"-3' - 0" VESTVESTVESTVEST 101 LOUNGELOUNGELOUNGELOUNGE 102 ROOF TYPE AROOF TYPE AROOF TYPE AROOF TYPE A FA 1 2 FA 0 2 11' - 0" FB 0 1 H6S 1.1 ROOF TYPE BROOF TYPE BROOF TYPE BROOF TYPE B A305 7 Sim A307 7 Sim A601 11 Sim 2 A306 7" INSULATED ALUMINUM PANEL SECTION:INSULATED ALUMINUM PANEL SECTION:INSULATED ALUMINUM PANEL SECTION:INSULATED ALUMINUM PANEL SECTION: ••••ANODIZED ALUMINUM BRAKE METALANODIZED ALUMINUM BRAKE METALANODIZED ALUMINUM BRAKE METALANODIZED ALUMINUM BRAKE METAL ••••2" POLYISO INSULATION2" POLYISO INSULATION2" POLYISO INSULATION2" POLYISO INSULATION ••••3-5/8" MTL STUD3-5/8" MTL STUD3-5/8" MTL STUD3-5/8" MTL STUD ••••ANODIZED ALUMINUM BRAKE METALANODIZED ALUMINUM BRAKE METALANODIZED ALUMINUM BRAKE METALANODIZED ALUMINUM BRAKE METAL HEADER SLOPES - SEE ELEVATIONSHEADER SLOPES - SEE ELEVATIONSHEADER SLOPES - SEE ELEVATIONSHEADER SLOPES - SEE ELEVATIONS 4' - 5"10" CABINET UNIT HEATER REF:CABINET UNIT HEATER REF:CABINET UNIT HEATER REF:CABINET UNIT HEATER REF: MECHANICALMECHANICALMECHANICALMECHANICAL INSULATION AND COVERINSULATION AND COVERINSULATION AND COVERINSULATION AND COVER BOARD REF: ROOF TYPE ABOARD REF: ROOF TYPE ABOARD REF: ROOF TYPE ABOARD REF: ROOF TYPE A CONTINUOUS METAL HOOK STRIPCONTINUOUS METAL HOOK STRIPCONTINUOUS METAL HOOK STRIPCONTINUOUS METAL HOOK STRIP ROOF MEMBRANEROOF MEMBRANEROOF MEMBRANEROOF MEMBRANE SIKA DETAIL 1-1ASIKA DETAIL 1-1ASIKA DETAIL 1-1ASIKA DETAIL 1-1A EXTERIOR FIRE-RETARDANTEXTERIOR FIRE-RETARDANTEXTERIOR FIRE-RETARDANTEXTERIOR FIRE-RETARDANT TREATED WOOD NAILERTREATED WOOD NAILERTREATED WOOD NAILERTREATED WOOD NAILER FILL VOIDS BETWEENFILL VOIDS BETWEENFILL VOIDS BETWEENFILL VOIDS BETWEEN METAL DECK AND TOP OFMETAL DECK AND TOP OFMETAL DECK AND TOP OFMETAL DECK AND TOP OF WALL WITH SPRAY-FOAMWALL WITH SPRAY-FOAMWALL WITH SPRAY-FOAMWALL WITH SPRAY-FOAM INSULATIONINSULATIONINSULATIONINSULATION PRE- FINISHED METAL EDGEPRE- FINISHED METAL EDGEPRE- FINISHED METAL EDGEPRE- FINISHED METAL EDGE WATER AND AIR BARRIER AT RIGIDWATER AND AIR BARRIER AT RIGIDWATER AND AIR BARRIER AT RIGIDWATER AND AIR BARRIER AT RIGID INSULATION - SEAMS TAPEDINSULATION - SEAMS TAPEDINSULATION - SEAMS TAPEDINSULATION - SEAMS TAPED BACKER ROD AND SEALANTBACKER ROD AND SEALANTBACKER ROD AND SEALANTBACKER ROD AND SEALANT MORTAR ON LATHMORTAR ON LATHMORTAR ON LATHMORTAR ON LATH ADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEER DRAINAGE MATDRAINAGE MATDRAINAGE MATDRAINAGE MAT LOWER LEVEL -15' - 0" 2" STONE VENEERSTONE VENEERSTONE VENEERSTONE VENEER WATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER AT TAPED INSULATION SEAMSTAPED INSULATION SEAMSTAPED INSULATION SEAMSTAPED INSULATION SEAMS MIN CLEARANCE 2" ABOVEMIN CLEARANCE 2" ABOVEMIN CLEARANCE 2" ABOVEMIN CLEARANCE 2" ABOVE HARD SURFACESHARD SURFACESHARD SURFACESHARD SURFACES FLASHING TAPE TO OVERLAPFLASHING TAPE TO OVERLAPFLASHING TAPE TO OVERLAPFLASHING TAPE TO OVERLAP WEEP SCREED FLANGEWEEP SCREED FLANGEWEEP SCREED FLANGEWEEP SCREED FLANGE GALV. MTL WEEP SCREEDGALV. MTL WEEP SCREEDGALV. MTL WEEP SCREEDGALV. MTL WEEP SCREED WALL BASE ANDWALL BASE ANDWALL BASE ANDWALL BASE AND FLOORING REF:FLOORING REF:FLOORING REF:FLOORING REF: FINISH SCHEDULESFINISH SCHEDULESFINISH SCHEDULESFINISH SCHEDULES MORTAR ON LATHMORTAR ON LATHMORTAR ON LATHMORTAR ON LATH DRAINAGE MATDRAINAGE MATDRAINAGE MATDRAINAGE MAT XPS STOPS HERE WHERE ANXPS STOPS HERE WHERE ANXPS STOPS HERE WHERE ANXPS STOPS HERE WHERE AN EXTERIOR SLAB ABUTS BUILDINGEXTERIOR SLAB ABUTS BUILDINGEXTERIOR SLAB ABUTS BUILDINGEXTERIOR SLAB ABUTS BUILDING EXP. JOINTEXP. JOINTEXP. JOINTEXP. JOINT WRAP FLASHING TAPE AROUNDWRAP FLASHING TAPE AROUNDWRAP FLASHING TAPE AROUNDWRAP FLASHING TAPE AROUND BASE OF INSULATION (AIR BARRIER)BASE OF INSULATION (AIR BARRIER)BASE OF INSULATION (AIR BARRIER)BASE OF INSULATION (AIR BARRIER) SILL GASKET, BUTYLSILL GASKET, BUTYLSILL GASKET, BUTYLSILL GASKET, BUTYL SEALANT OR SEALANTSEALANT OR SEALANTSEALANT OR SEALANTSEALANT OR SEALANT TAPE AT BASE OF STUDTAPE AT BASE OF STUDTAPE AT BASE OF STUDTAPE AT BASE OF STUD WALL (AIR BARRIER)WALL (AIR BARRIER)WALL (AIR BARRIER)WALL (AIR BARRIER) H12C S12C FIBER CEMENT HORZ SIDING ON 12-IN CMU:FIBER CEMENT HORZ SIDING ON 12-IN CMU:FIBER CEMENT HORZ SIDING ON 12-IN CMU:FIBER CEMENT HORZ SIDING ON 12-IN CMU: •••• 12" CMU12" CMU12" CMU12" CMU •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPEC •••• 7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO CMU WITH MIN 1/4X5" TAPCON HEX SCREW @ 7"TO CMU WITH MIN 1/4X5" TAPCON HEX SCREW @ 7"TO CMU WITH MIN 1/4X5" TAPCON HEX SCREW @ 7"TO CMU WITH MIN 1/4X5" TAPCON HEX SCREW @ 7" OC VERTOC VERTOC VERTOC VERT •••• HORIZONTAL FIBER CEMENT PLANK SIDING HORIZONTAL FIBER CEMENT PLANK SIDING HORIZONTAL FIBER CEMENT PLANK SIDING HORIZONTAL FIBER CEMENT PLANK SIDING STONE VENEER ON 12-IN CMU:STONE VENEER ON 12-IN CMU:STONE VENEER ON 12-IN CMU:STONE VENEER ON 12-IN CMU: •••• 12" CMU12" CMU12" CMU12" CMU •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPEC •••• METAL LATH PER SPEC, FASTENED TO CMU WITH MINMETAL LATH PER SPEC, FASTENED TO CMU WITH MINMETAL LATH PER SPEC, FASTENED TO CMU WITH MINMETAL LATH PER SPEC, FASTENED TO CMU WITH MIN 1/4" X 4 TAPCON HEX SCREWS, 7" OC VERT & 16 OC1/4" X 4 TAPCON HEX SCREWS, 7" OC VERT & 16 OC1/4" X 4 TAPCON HEX SCREWS, 7" OC VERT & 16 OC1/4" X 4 TAPCON HEX SCREWS, 7" OC VERT & 16 OC HORZHORZHORZHORZ •••• RAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MAT •••• MORTAR PER VENEER MFRMORTAR PER VENEER MFRMORTAR PER VENEER MFRMORTAR PER VENEER MFR •••• ADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEER H6S V6S P6S FIBER CEMENT CLADDING ON 6-IN MTL STUD:FIBER CEMENT CLADDING ON 6-IN MTL STUD:FIBER CEMENT CLADDING ON 6-IN MTL STUD:FIBER CEMENT CLADDING ON 6-IN MTL STUD: •••• 5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD •••• 6" 18 GA. STEEL STUD, 16" OC6" 18 GA. STEEL STUD, 16" OC6" 18 GA. STEEL STUD, 16" OC6" 18 GA. STEEL STUD, 16" OC •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPEC •••• 7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO STUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLYSTUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLYSTUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLYSTUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLY •••• H - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDING V - FIBER CEMENT VERTICAL SIDING PANELV - FIBER CEMENT VERTICAL SIDING PANELV - FIBER CEMENT VERTICAL SIDING PANELV - FIBER CEMENT VERTICAL SIDING PANEL P - FIBER CEMENT PANELP - FIBER CEMENT PANELP - FIBER CEMENT PANELP - FIBER CEMENT PANEL S6S STONE VENEER ON 6-IN MTL STUD:STONE VENEER ON 6-IN MTL STUD:STONE VENEER ON 6-IN MTL STUD:STONE VENEER ON 6-IN MTL STUD: •••• 5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD •••• 6" 18 GA. STEEL STUD, 16" OC6" 18 GA. STEEL STUD, 16" OC6" 18 GA. STEEL STUD, 16" OC6" 18 GA. STEEL STUD, 16" OC •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPEC •••• METAL LATH PER SPEC, FASTENED TO STUDS WITHMETAL LATH PER SPEC, FASTENED TO STUDS WITHMETAL LATH PER SPEC, FASTENED TO STUDS WITHMETAL LATH PER SPEC, FASTENED TO STUDS WITH MIN #8 SCREWS @ 6" OC VERTICALLYMIN #8 SCREWS @ 6" OC VERTICALLYMIN #8 SCREWS @ 6" OC VERTICALLYMIN #8 SCREWS @ 6" OC VERTICALLY •••• RAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MAT •••• MORTAR PER VENEER MFRMORTAR PER VENEER MFRMORTAR PER VENEER MFRMORTAR PER VENEER MFR •••• ADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEER H8S V8S P8S FIBER CEMENT CLADDING ON 8-IN MTL STUD:FIBER CEMENT CLADDING ON 8-IN MTL STUD:FIBER CEMENT CLADDING ON 8-IN MTL STUD:FIBER CEMENT CLADDING ON 8-IN MTL STUD: •••• 5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD •••• 8" 18 GA. STEEL STUD, 16" OC8" 18 GA. STEEL STUD, 16" OC8" 18 GA. STEEL STUD, 16" OC8" 18 GA. STEEL STUD, 16" OC •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPEC •••• 7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO STUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLYSTUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLYSTUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLYSTUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLY •••• H - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDING V - FIBER CEMENT VERTICAL SIDING PANELV - FIBER CEMENT VERTICAL SIDING PANELV - FIBER CEMENT VERTICAL SIDING PANELV - FIBER CEMENT VERTICAL SIDING PANEL P - FIBER CEMENT PANELP - FIBER CEMENT PANELP - FIBER CEMENT PANELP - FIBER CEMENT PANEL S8S STONE VENEER ON 8-IN MTL STUD:STONE VENEER ON 8-IN MTL STUD:STONE VENEER ON 8-IN MTL STUD:STONE VENEER ON 8-IN MTL STUD: •••• 5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD •••• 8" STEEL STUD, 16" OC8" STEEL STUD, 16" OC8" STEEL STUD, 16" OC8" STEEL STUD, 16" OC •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPEC •••• METAL LATH PER SPEC, FASTENED TO STUDS, WITHMETAL LATH PER SPEC, FASTENED TO STUDS, WITHMETAL LATH PER SPEC, FASTENED TO STUDS, WITHMETAL LATH PER SPEC, FASTENED TO STUDS, WITH MIN #10 SCREWS @ 6" OC VERTICALLYMIN #10 SCREWS @ 6" OC VERTICALLYMIN #10 SCREWS @ 6" OC VERTICALLYMIN #10 SCREWS @ 6" OC VERTICALLY •••• RAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MAT •••• MORTAR PER VENEER MFRMORTAR PER VENEER MFRMORTAR PER VENEER MFRMORTAR PER VENEER MFR •••• ADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEER H8C V8C FIBER CEMENT CLADDING ON 8-IN CMU:FIBER CEMENT CLADDING ON 8-IN CMU:FIBER CEMENT CLADDING ON 8-IN CMU:FIBER CEMENT CLADDING ON 8-IN CMU: •••• 8" CMU8" CMU8" CMU8" CMU •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPEC •••• 7/8" STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" STEEL HAT CHANNELS, 16" OC FASTENED TO CMU WITH MIN 1/4" X 5" TAPCON HEX SCREW @ 7"CMU WITH MIN 1/4" X 5" TAPCON HEX SCREW @ 7"CMU WITH MIN 1/4" X 5" TAPCON HEX SCREW @ 7"CMU WITH MIN 1/4" X 5" TAPCON HEX SCREW @ 7" OC VERTOC VERTOC VERTOC VERT •••• H - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDING •••• V - FIBER CEMENT VERTICAL SIDING PANEL V - FIBER CEMENT VERTICAL SIDING PANEL V - FIBER CEMENT VERTICAL SIDING PANEL V - FIBER CEMENT VERTICAL SIDING PANEL U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3 U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3 U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3 U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3 U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & D U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & D U-FACTOR = .064 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .064 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .064 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .064 PER ASHRAE 90.1- 2010 TABLES A3.1C & D UPPER LEVEL 0' - 0" LOWER LEVEL -15' - 0" REC ROOF 2' - 0" 5' - 8"5' - 8"5' - 8"5' - 8" 3 " / 1 2 "3 " / 1 2 "3 " / 1 2 "3 " / 1 2 " INSULATED ALUMINUM PANEL SECTION:INSULATED ALUMINUM PANEL SECTION:INSULATED ALUMINUM PANEL SECTION:INSULATED ALUMINUM PANEL SECTION: ••••ANODIZED ALUMINUM BRAKE METALANODIZED ALUMINUM BRAKE METALANODIZED ALUMINUM BRAKE METALANODIZED ALUMINUM BRAKE METAL ••••2" POLYISO INSULATION2" POLYISO INSULATION2" POLYISO INSULATION2" POLYISO INSULATION ••••3-5/8" MTL STUD3-5/8" MTL STUD3-5/8" MTL STUD3-5/8" MTL STUD ••••ANODIZED ALUMINUM BRAKE METALANODIZED ALUMINUM BRAKE METALANODIZED ALUMINUM BRAKE METALANODIZED ALUMINUM BRAKE METAL FA 1 3 FA 0 3 H6S S6S STONE VENEER ON 6" STUD -STONE VENEER ON 6" STUD -STONE VENEER ON 6" STUD -STONE VENEER ON 6" STUD - INTERIOR WALLINTERIOR WALLINTERIOR WALLINTERIOR WALL DOES NOT REQUIREDOES NOT REQUIREDOES NOT REQUIREDOES NOT REQUIRE INSULATIONINSULATIONINSULATIONINSULATION VESTVESTVESTVEST 101 -4' - 0"-4' - 0"-4' - 0"-4' - 0" -3' - 0"-3' - 0"-3' - 0"-3' - 0" X101 METAL COPING AT OUTBOARDMETAL COPING AT OUTBOARDMETAL COPING AT OUTBOARDMETAL COPING AT OUTBOARD STONE WALLSTONE WALLSTONE WALLSTONE WALL 5' - 0"5' - 0"5' - 0"5' - 0" 5' - 0"5' - 0"5' - 0"5' - 0" A106 5 Sim CABINET UNIT HEATER REF:CABINET UNIT HEATER REF:CABINET UNIT HEATER REF:CABINET UNIT HEATER REF: MECHANICALMECHANICALMECHANICALMECHANICAL SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 2 : 5 7 : 2 0 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 WALL SECTIONS AND DETAILS A306 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/2" = 1'-0"8 COMMUNITY AT GRID A8 1/2" = 1'-0"4 COMMUNITY GRID A4 1/2" = 1'-0"1 OFFICE/REC AT GRID AE 1 1/2" = 1'-0"6 BASE OF WALL - STUD + SIDING, TYP 1/2" = 1'-0"3 LOWER VESTIBULE N/S 1 1/2" = 1'-0"5 PVC ROOF RAKE AT STUD + STONE 1 1/2" = 1'-0"7 BASE OF WALL - STUD + STONE, TYP 1/4" = 1'-0" EXTERIOR WALL TYPE LEGEND 1/2" = 1'-0"2 LOWER VESTIBULE E/W UPPER LEVEL 0' - 0" TOP EX 12' - 4" EXISTING FFE 0' - 0" EX. FOUND -3' - 0" EH NJ LOCKER ROOF 15' - 0" 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 1'-0"1'-0"1'-0"1'-0" APPROXIMATE FORMERAPPROXIMATE FORMERAPPROXIMATE FORMERAPPROXIMATE FORMER FINSH GRADEFINSH GRADEFINSH GRADEFINSH GRADE EX. 12" CMU WITHEX. 12" CMU WITHEX. 12" CMU WITHEX. 12" CMU WITH 2" RIGID INSULATION2" RIGID INSULATION2" RIGID INSULATION2" RIGID INSULATION EX. 8" CMU WITH 2"EX. 8" CMU WITH 2"EX. 8" CMU WITH 2"EX. 8" CMU WITH 2" RIGID INSULATIONRIGID INSULATIONRIGID INSULATIONRIGID INSULATION EX. 4" SPLIT FACEEX. 4" SPLIT FACEEX. 4" SPLIT FACEEX. 4" SPLIT FACE VENEERVENEERVENEERVENEER EX. 2X6 WOOD JOISTS -EX. 2X6 WOOD JOISTS -EX. 2X6 WOOD JOISTS -EX. 2X6 WOOD JOISTS - REINFORCEMENT REF:REINFORCEMENT REF:REINFORCEMENT REF:REINFORCEMENT REF: STRUCTURALSTRUCTURALSTRUCTURALSTRUCTURAL CEILING TREATMENT VARIES;CEILING TREATMENT VARIES;CEILING TREATMENT VARIES;CEILING TREATMENT VARIES; REF: DEMO AND NEW RCPREF: DEMO AND NEW RCPREF: DEMO AND NEW RCPREF: DEMO AND NEW RCP EX. MTL FLASHING ANDEX. MTL FLASHING ANDEX. MTL FLASHING ANDEX. MTL FLASHING AND SINGLE-PLY ROOFING TOSINGLE-PLY ROOFING TOSINGLE-PLY ROOFING TOSINGLE-PLY ROOFING TO REMAINREMAINREMAINREMAIN H8C A307 6 GUARDSGUARDSGUARDSGUARDS 258 EXIST LAUNDRYEXIST LAUNDRYEXIST LAUNDRYEXIST LAUNDRY A111 EX. SOG ANDEX. SOG ANDEX. SOG ANDEX. SOG AND FOUNDATION WALL WITHFOUNDATION WALL WITHFOUNDATION WALL WITHFOUNDATION WALL WITH 2" RIGID INSULATION2" RIGID INSULATION2" RIGID INSULATION2" RIGID INSULATION THICKENED SLABTHICKENED SLABTHICKENED SLABTHICKENED SLAB REF: STRUCTURALREF: STRUCTURALREF: STRUCTURALREF: STRUCTURAL A302 5 Sim A302 6 Sim 1.5" XPS SLAB1.5" XPS SLAB1.5" XPS SLAB1.5" XPS SLAB EDGE INSULATIONEDGE INSULATIONEDGE INSULATIONEDGE INSULATION 1/2" EXP. JOINT1/2" EXP. JOINT1/2" EXP. JOINT1/2" EXP. JOINT UPPER LEVEL 0' - 0" 10 INDOOR PLAYINDOOR PLAYINDOOR PLAYINDOOR PLAY 205 V6S H6S 9' - 6"9' - 6"9' - 6"9' - 6" LOCKER ROOF 15' - 0" CLADDING TRANSITIONCLADDING TRANSITIONCLADDING TRANSITIONCLADDING TRANSITION PRE-FINISHED METALPRE-FINISHED METALPRE-FINISHED METALPRE-FINISHED METAL EDGEEDGEEDGEEDGE FILL ALL VOIDS BETWEENFILL ALL VOIDS BETWEENFILL ALL VOIDS BETWEENFILL ALL VOIDS BETWEEN CORRUGATED DECK ANDCORRUGATED DECK ANDCORRUGATED DECK ANDCORRUGATED DECK AND TOP OF WALL WITHTOP OF WALL WITHTOP OF WALL WITHTOP OF WALL WITH SPRAY-FOAM INSULATIONSPRAY-FOAM INSULATIONSPRAY-FOAM INSULATIONSPRAY-FOAM INSULATION A307 9 A307 10 Sim 1/2 EXP. JOINT1/2 EXP. JOINT1/2 EXP. JOINT1/2 EXP. JOINT SLAB ON GRADESLAB ON GRADESLAB ON GRADESLAB ON GRADE BACKFILLBACKFILLBACKFILLBACKFILL PERIMETER DRAINPERIMETER DRAINPERIMETER DRAINPERIMETER DRAIN REF: PLUMBINGREF: PLUMBINGREF: PLUMBINGREF: PLUMBING 1.5" XPS INSULATION1.5" XPS INSULATION1.5" XPS INSULATION1.5" XPS INSULATION COURSE SOIL ATCOURSE SOIL ATCOURSE SOIL ATCOURSE SOIL AT PERIMETER DRAINPERIMETER DRAINPERIMETER DRAINPERIMETER DRAIN GEOTEXTILE FABRICGEOTEXTILE FABRICGEOTEXTILE FABRICGEOTEXTILE FABRIC 1/2" EXP. JOINT1/2" EXP. JOINT1/2" EXP. JOINT1/2" EXP. JOINT 4" CONC. SIDEWALK4" CONC. SIDEWALK4" CONC. SIDEWALK4" CONC. SIDEWALK GYP BD SOFFIT REF: RCPGYP BD SOFFIT REF: RCPGYP BD SOFFIT REF: RCPGYP BD SOFFIT REF: RCP 1'-0"1'-0"1'-0"1'-0" 1'-0"1'-0"1'-0"1'-0" UPPER LEVEL 0' - 0" 9 M. LOCKERSM. LOCKERSM. LOCKERSM. LOCKERS 231 LOCKER ROOF 15' - 0" 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " TILE BASETILE BASETILE BASETILE BASE 1/2 EXP. JOINT1/2 EXP. JOINT1/2 EXP. JOINT1/2 EXP. JOINT SLAB ON GRADESLAB ON GRADESLAB ON GRADESLAB ON GRADE BACKFILLBACKFILLBACKFILLBACKFILL PERIMETER DRAINPERIMETER DRAINPERIMETER DRAINPERIMETER DRAIN REF: PLUMBINGREF: PLUMBINGREF: PLUMBINGREF: PLUMBING 1.5" XPS INSULATION1.5" XPS INSULATION1.5" XPS INSULATION1.5" XPS INSULATION COURSE SOIL ATCOURSE SOIL ATCOURSE SOIL ATCOURSE SOIL AT PERIMETER DRAINPERIMETER DRAINPERIMETER DRAINPERIMETER DRAIN GEOTEXTILE FABRICGEOTEXTILE FABRICGEOTEXTILE FABRICGEOTEXTILE FABRIC ROOF TYPE BROOF TYPE BROOF TYPE BROOF TYPE B A302 5 Sim A302 6 Sim A302 8 Sim H8C UPPER LEVEL 0' - 0" 9 LOCKER ROOF 15' - 0" INDOOR PLAYINDOOR PLAYINDOOR PLAYINDOOR PLAY 205 KIDS TKIDS TKIDS TKIDS T 207 PRE-FINISHEDPRE-FINISHEDPRE-FINISHEDPRE-FINISHED METAL EDGEMETAL EDGEMETAL EDGEMETAL EDGE FILL ALL VOIDS BETWEENFILL ALL VOIDS BETWEENFILL ALL VOIDS BETWEENFILL ALL VOIDS BETWEEN CORRUGATED DECK AND TOPCORRUGATED DECK AND TOPCORRUGATED DECK AND TOPCORRUGATED DECK AND TOP OF WALL WITH SPRAY-FOAMOF WALL WITH SPRAY-FOAMOF WALL WITH SPRAY-FOAMOF WALL WITH SPRAY-FOAM INSULATIONINSULATIONINSULATIONINSULATION ROOF TYPE AROOF TYPE AROOF TYPE AROOF TYPE A ROOF TYPE BROOF TYPE BROOF TYPE BROOF TYPE B 22 1/2 EXP. JOINT1/2 EXP. JOINT1/2 EXP. JOINT1/2 EXP. JOINT SLAB ON GRADESLAB ON GRADESLAB ON GRADESLAB ON GRADE A307 7 A302 7 Sim 1'-0"1'-0"1'-0"1'-0" UPPER LEVEL 0' - 0" 9 LOCKER ROOF 15' - 0" H8C M. LOCKERSM. LOCKERSM. LOCKERSM. LOCKERS 231 KID WATCHKID WATCHKID WATCHKID WATCH 288 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " T-2 ROOF TYPE BROOF TYPE BROOF TYPE BROOF TYPE B ROOF TYPE AROOF TYPE AROOF TYPE AROOF TYPE A 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 22 1/2 EXP. JOINT1/2 EXP. JOINT1/2 EXP. JOINT1/2 EXP. JOINT SLAB ON GRADESLAB ON GRADESLAB ON GRADESLAB ON GRADE A302 5 Sim A302 6 Sim A307 8 9 ROOF MEMBRANE FLASHINGROOF MEMBRANE FLASHINGROOF MEMBRANE FLASHINGROOF MEMBRANE FLASHING TO CONTINUE TOTO CONTINUE TOTO CONTINUE TOTO CONTINUE TO TERMINATIONTERMINATIONTERMINATIONTERMINATION ROOF MEMBRANEROOF MEMBRANEROOF MEMBRANEROOF MEMBRANE COVER BOARDCOVER BOARDCOVER BOARDCOVER BOARD RIGID INSULATIONRIGID INSULATIONRIGID INSULATIONRIGID INSULATION REF: ROOF TYPE AREF: ROOF TYPE AREF: ROOF TYPE AREF: ROOF TYPE A METAL DECK REF :METAL DECK REF :METAL DECK REF :METAL DECK REF : STRUCTURALSTRUCTURALSTRUCTURALSTRUCTURAL FIBER CEMENT STARTER STRIPFIBER CEMENT STARTER STRIPFIBER CEMENT STARTER STRIPFIBER CEMENT STARTER STRIP MTL HAT CHANNELMTL HAT CHANNELMTL HAT CHANNELMTL HAT CHANNEL MTL FLASHINGMTL FLASHINGMTL FLASHINGMTL FLASHING SIKA DETAIL 3-4, ALTERNATESIKA DETAIL 3-4, ALTERNATESIKA DETAIL 3-4, ALTERNATESIKA DETAIL 3-4, ALTERNATE FIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDING SIKA DETAIL 3-4SIKA DETAIL 3-4SIKA DETAIL 3-4SIKA DETAIL 3-4 9 FIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDING MTL HAT CHANNELMTL HAT CHANNELMTL HAT CHANNELMTL HAT CHANNEL INSULATION AND COVERINSULATION AND COVERINSULATION AND COVERINSULATION AND COVER BOARD REF: ROOF TYPE ABOARD REF: ROOF TYPE ABOARD REF: ROOF TYPE ABOARD REF: ROOF TYPE A WATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER AT TAPED INSULATIOIN SEAMSTAPED INSULATIOIN SEAMSTAPED INSULATIOIN SEAMSTAPED INSULATIOIN SEAMS 8 IN CMU PER8 IN CMU PER8 IN CMU PER8 IN CMU PER EXTERIOR WALL TYPEEXTERIOR WALL TYPEEXTERIOR WALL TYPEEXTERIOR WALL TYPE CHANNEL FASTENER TO STUDCHANNEL FASTENER TO STUDCHANNEL FASTENER TO STUDCHANNEL FASTENER TO STUD CONTINUOUS METAL HOOK STRIPCONTINUOUS METAL HOOK STRIPCONTINUOUS METAL HOOK STRIPCONTINUOUS METAL HOOK STRIP ROOF MEMBRANEROOF MEMBRANEROOF MEMBRANEROOF MEMBRANESIKA DETAIL 1-1ASIKA DETAIL 1-1ASIKA DETAIL 1-1ASIKA DETAIL 1-1A EXTERIOR FIRE RETARDANTEXTERIOR FIRE RETARDANTEXTERIOR FIRE RETARDANTEXTERIOR FIRE RETARDANT TREATED WOOD NAILERTREATED WOOD NAILERTREATED WOOD NAILERTREATED WOOD NAILER FILL ALL VOIDS BETWEENFILL ALL VOIDS BETWEENFILL ALL VOIDS BETWEENFILL ALL VOIDS BETWEEN CORRUGATED DECK AND TOPCORRUGATED DECK AND TOPCORRUGATED DECK AND TOPCORRUGATED DECK AND TOP OF WALL WITH SPRAY-FOAMOF WALL WITH SPRAY-FOAMOF WALL WITH SPRAY-FOAMOF WALL WITH SPRAY-FOAM INSULATIONINSULATIONINSULATIONINSULATION H12C S12C FIBER CEMENT HORZ SIDING ON 12-IN CMU:FIBER CEMENT HORZ SIDING ON 12-IN CMU:FIBER CEMENT HORZ SIDING ON 12-IN CMU:FIBER CEMENT HORZ SIDING ON 12-IN CMU: •••• 12" CMU12" CMU12" CMU12" CMU •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPEC •••• 7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO CMU WITH MIN 1/4X5" TAPCON HEX SCREW @ 7"TO CMU WITH MIN 1/4X5" TAPCON HEX SCREW @ 7"TO CMU WITH MIN 1/4X5" TAPCON HEX SCREW @ 7"TO CMU WITH MIN 1/4X5" TAPCON HEX SCREW @ 7" OC VERTOC VERTOC VERTOC VERT •••• HORIZONTAL FIBER CEMENT PLANK SIDING HORIZONTAL FIBER CEMENT PLANK SIDING HORIZONTAL FIBER CEMENT PLANK SIDING HORIZONTAL FIBER CEMENT PLANK SIDING STONE VENEER ON 12-IN CMU:STONE VENEER ON 12-IN CMU:STONE VENEER ON 12-IN CMU:STONE VENEER ON 12-IN CMU: •••• 12" CMU12" CMU12" CMU12" CMU •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPEC •••• METAL LATH PER SPEC, FASTENED TO CMU WITH MINMETAL LATH PER SPEC, FASTENED TO CMU WITH MINMETAL LATH PER SPEC, FASTENED TO CMU WITH MINMETAL LATH PER SPEC, FASTENED TO CMU WITH MIN 1/4" X 4 TAPCON HEX SCREWS, 7" OC VERT & 16 OC1/4" X 4 TAPCON HEX SCREWS, 7" OC VERT & 16 OC1/4" X 4 TAPCON HEX SCREWS, 7" OC VERT & 16 OC1/4" X 4 TAPCON HEX SCREWS, 7" OC VERT & 16 OC HORZHORZHORZHORZ •••• RAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MAT •••• MORTAR PER VENEER MFRMORTAR PER VENEER MFRMORTAR PER VENEER MFRMORTAR PER VENEER MFR •••• ADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEER H6S V6S P6S FIBER CEMENT CLADDING ON 6-IN MTL STUD:FIBER CEMENT CLADDING ON 6-IN MTL STUD:FIBER CEMENT CLADDING ON 6-IN MTL STUD:FIBER CEMENT CLADDING ON 6-IN MTL STUD: •••• 5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD •••• 6" 18 GA. STEEL STUD, 16" OC6" 18 GA. STEEL STUD, 16" OC6" 18 GA. STEEL STUD, 16" OC6" 18 GA. STEEL STUD, 16" OC •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPEC •••• 7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO STUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLYSTUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLYSTUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLYSTUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLY •••• H - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDING V - FIBER CEMENT VERTICAL SIDING PANELV - FIBER CEMENT VERTICAL SIDING PANELV - FIBER CEMENT VERTICAL SIDING PANELV - FIBER CEMENT VERTICAL SIDING PANEL P - FIBER CEMENT PANELP - FIBER CEMENT PANELP - FIBER CEMENT PANELP - FIBER CEMENT PANEL S6S STONE VENEER ON 6-IN MTL STUD:STONE VENEER ON 6-IN MTL STUD:STONE VENEER ON 6-IN MTL STUD:STONE VENEER ON 6-IN MTL STUD: •••• 5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD •••• 6" 18 GA. STEEL STUD, 16" OC6" 18 GA. STEEL STUD, 16" OC6" 18 GA. STEEL STUD, 16" OC6" 18 GA. STEEL STUD, 16" OC •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPEC •••• METAL LATH PER SPEC, FASTENED TO STUDS WITHMETAL LATH PER SPEC, FASTENED TO STUDS WITHMETAL LATH PER SPEC, FASTENED TO STUDS WITHMETAL LATH PER SPEC, FASTENED TO STUDS WITH MIN #8 SCREWS @ 6" OC VERTICALLYMIN #8 SCREWS @ 6" OC VERTICALLYMIN #8 SCREWS @ 6" OC VERTICALLYMIN #8 SCREWS @ 6" OC VERTICALLY •••• RAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MAT •••• MORTAR PER VENEER MFRMORTAR PER VENEER MFRMORTAR PER VENEER MFRMORTAR PER VENEER MFR •••• ADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEER H8S V8S P8S FIBER CEMENT CLADDING ON 8-IN MTL STUD:FIBER CEMENT CLADDING ON 8-IN MTL STUD:FIBER CEMENT CLADDING ON 8-IN MTL STUD:FIBER CEMENT CLADDING ON 8-IN MTL STUD: •••• 5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD •••• 8" 18 GA. STEEL STUD, 16" OC8" 18 GA. STEEL STUD, 16" OC8" 18 GA. STEEL STUD, 16" OC8" 18 GA. STEEL STUD, 16" OC •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPEC •••• 7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" 20 GA. STEEL HAT CHANNELS, 16" OC FASTENED TO STUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLYSTUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLYSTUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLYSTUDS WITH MIN #10 SCREWS @ 16" OC VERTICALLY •••• H - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDING V - FIBER CEMENT VERTICAL SIDING PANELV - FIBER CEMENT VERTICAL SIDING PANELV - FIBER CEMENT VERTICAL SIDING PANELV - FIBER CEMENT VERTICAL SIDING PANEL P - FIBER CEMENT PANELP - FIBER CEMENT PANELP - FIBER CEMENT PANELP - FIBER CEMENT PANEL S8S STONE VENEER ON 8-IN MTL STUD:STONE VENEER ON 8-IN MTL STUD:STONE VENEER ON 8-IN MTL STUD:STONE VENEER ON 8-IN MTL STUD: •••• 5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD5/8" INTERIOR GYP BD •••• 8" STEEL STUD, 16" OC8" STEEL STUD, 16" OC8" STEEL STUD, 16" OC8" STEEL STUD, 16" OC •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPECFOR AIR AND WATER RESISTIVE BARRIER PER SPEC •••• METAL LATH PER SPEC, FASTENED TO STUDS, WITHMETAL LATH PER SPEC, FASTENED TO STUDS, WITHMETAL LATH PER SPEC, FASTENED TO STUDS, WITHMETAL LATH PER SPEC, FASTENED TO STUDS, WITH MIN #10 SCREWS @ 6" OC VERTICALLYMIN #10 SCREWS @ 6" OC VERTICALLYMIN #10 SCREWS @ 6" OC VERTICALLYMIN #10 SCREWS @ 6" OC VERTICALLY •••• RAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MATRAINSCREEN-TYPE DRAINAGE MAT •••• MORTAR PER VENEER MFRMORTAR PER VENEER MFRMORTAR PER VENEER MFRMORTAR PER VENEER MFR •••• ADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEER H8C V8C FIBER CEMENT CLADDING ON 8-IN CMU:FIBER CEMENT CLADDING ON 8-IN CMU:FIBER CEMENT CLADDING ON 8-IN CMU:FIBER CEMENT CLADDING ON 8-IN CMU: •••• 8" CMU8" CMU8" CMU8" CMU •••• 2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED2" POLYISO RIGID INSULATION, R=13, SEAMS TAPED FOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPECFOR AIR AND WATER RESISITVE BARRIER PER SPEC •••• 7/8" STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" STEEL HAT CHANNELS, 16" OC FASTENED TO7/8" STEEL HAT CHANNELS, 16" OC FASTENED TO CMU WITH MIN 1/4" X 5" TAPCON HEX SCREW @ 7"CMU WITH MIN 1/4" X 5" TAPCON HEX SCREW @ 7"CMU WITH MIN 1/4" X 5" TAPCON HEX SCREW @ 7"CMU WITH MIN 1/4" X 5" TAPCON HEX SCREW @ 7" OC VERTOC VERTOC VERTOC VERT •••• H - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDINGH - HORIZONTAL FIBER CEMENT PLANK SIDING •••• V - FIBER CEMENT VERTICAL SIDING PANEL V - FIBER CEMENT VERTICAL SIDING PANEL V - FIBER CEMENT VERTICAL SIDING PANEL V - FIBER CEMENT VERTICAL SIDING PANEL U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3 U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3 U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3 U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLE A3.3 U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & D U-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .063 PER ASHRAE 90.1- 2010 TABLES A3.1C & D U-FACTOR = .064 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .064 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .064 PER ASHRAE 90.1- 2010 TABLES A3.1C & DU-FACTOR = .064 PER ASHRAE 90.1- 2010 TABLES A3.1C & D TOP EX 12' - 4" EH NJ EX. MTL FLASHING ANDEX. MTL FLASHING ANDEX. MTL FLASHING ANDEX. MTL FLASHING AND SINGLE-PLY ROOFING TOSINGLE-PLY ROOFING TOSINGLE-PLY ROOFING TOSINGLE-PLY ROOFING TO REMAINREMAINREMAINREMAIN EPDM MEMBRANE TOEPDM MEMBRANE TOEPDM MEMBRANE TOEPDM MEMBRANE TO CONTINUOUS BETWEEN T-2CONTINUOUS BETWEEN T-2CONTINUOUS BETWEEN T-2CONTINUOUS BETWEEN T-2 AND T-7 TERMINATIONSAND T-7 TERMINATIONSAND T-7 TERMINATIONSAND T-7 TERMINATIONS FIRESTONE DETAIL T-7FIRESTONE DETAIL T-7FIRESTONE DETAIL T-7FIRESTONE DETAIL T-7 MTL HAT CHANNELMTL HAT CHANNELMTL HAT CHANNELMTL HAT CHANNEL MTL FLASHINGMTL FLASHINGMTL FLASHINGMTL FLASHING FIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDING RIGID INSULATIONRIGID INSULATIONRIGID INSULATIONRIGID INSULATION CONTNUOUS PAST JOINTCONTNUOUS PAST JOINTCONTNUOUS PAST JOINTCONTNUOUS PAST JOINT FIRESTONE DETAIL T-2FIRESTONE DETAIL T-2FIRESTONE DETAIL T-2FIRESTONE DETAIL T-2 COMPRESSIBLE TUBE (DO NOTCOMPRESSIBLE TUBE (DO NOTCOMPRESSIBLE TUBE (DO NOTCOMPRESSIBLE TUBE (DO NOT ADHERE MEBRANE TO TUBE)ADHERE MEBRANE TO TUBE)ADHERE MEBRANE TO TUBE)ADHERE MEBRANE TO TUBE) EX. CAP BLOCK TO REMAINEX. CAP BLOCK TO REMAINEX. CAP BLOCK TO REMAINEX. CAP BLOCK TO REMAIN 6"6"6"6" COMPRESSIBLE EXPANSIONCOMPRESSIBLE EXPANSIONCOMPRESSIBLE EXPANSIONCOMPRESSIBLE EXPANSION JOINT MATEROALJOINT MATEROALJOINT MATEROALJOINT MATEROAL 10 LOCKER ROOF 15' - 0" INSULATION AND COVERINSULATION AND COVERINSULATION AND COVERINSULATION AND COVER BOARD REF: ROOF TYPE ABOARD REF: ROOF TYPE ABOARD REF: ROOF TYPE ABOARD REF: ROOF TYPE A CONTINUOUS METAL HOOK STRIPCONTINUOUS METAL HOOK STRIPCONTINUOUS METAL HOOK STRIPCONTINUOUS METAL HOOK STRIP ROOF MEMBRANEROOF MEMBRANEROOF MEMBRANEROOF MEMBRANE SIKA DETAIL 1-1ASIKA DETAIL 1-1ASIKA DETAIL 1-1ASIKA DETAIL 1-1A EXTERIOR FIRE RETARDANTEXTERIOR FIRE RETARDANTEXTERIOR FIRE RETARDANTEXTERIOR FIRE RETARDANT TREATED WOOD NAILERTREATED WOOD NAILERTREATED WOOD NAILERTREATED WOOD NAILER FIBER CEMENT VERTICALFIBER CEMENT VERTICALFIBER CEMENT VERTICALFIBER CEMENT VERTICAL SIDNG PANELSIDNG PANELSIDNG PANELSIDNG PANEL MTL HAT CHANNELMTL HAT CHANNELMTL HAT CHANNELMTL HAT CHANNEL WATER AND AIR BARRIERWATER AND AIR BARRIERWATER AND AIR BARRIERWATER AND AIR BARRIER AT TAPED INSULATIOINAT TAPED INSULATIOINAT TAPED INSULATIOINAT TAPED INSULATIOIN SEAMSSEAMSSEAMSSEAMS FILL VOIDS BETWEENFILL VOIDS BETWEENFILL VOIDS BETWEENFILL VOIDS BETWEEN METAL DECK AND TOP OFMETAL DECK AND TOP OFMETAL DECK AND TOP OFMETAL DECK AND TOP OF WALL WITH SPRAY-FOAMWALL WITH SPRAY-FOAMWALL WITH SPRAY-FOAMWALL WITH SPRAY-FOAM INSULATIONINSULATIONINSULATIONINSULATION PRE- FINISHED METAL EDGEPRE- FINISHED METAL EDGEPRE- FINISHED METAL EDGEPRE- FINISHED METAL EDGE FIBER CEMENT SOFFIT BOARDFIBER CEMENT SOFFIT BOARDFIBER CEMENT SOFFIT BOARDFIBER CEMENT SOFFIT BOARD LEAVE 1/8" AIR GAP AT TOPLEAVE 1/8" AIR GAP AT TOPLEAVE 1/8" AIR GAP AT TOPLEAVE 1/8" AIR GAP AT TOP OF RAINSCREEN ASSEMBLYOF RAINSCREEN ASSEMBLYOF RAINSCREEN ASSEMBLYOF RAINSCREEN ASSEMBLY HAT CHANNEL, CONTINUOUSHAT CHANNEL, CONTINUOUSHAT CHANNEL, CONTINUOUSHAT CHANNEL, CONTINUOUS THROUGH TRANSITIONTHROUGH TRANSITIONTHROUGH TRANSITIONTHROUGH TRANSITION WATER AND AIR BARRIER AT RIGIDWATER AND AIR BARRIER AT RIGIDWATER AND AIR BARRIER AT RIGIDWATER AND AIR BARRIER AT RIGID INSULATION - SEAMS TAPEDINSULATION - SEAMS TAPEDINSULATION - SEAMS TAPEDINSULATION - SEAMS TAPED GALV. MTL Z-FLASHING, SECUREDGALV. MTL Z-FLASHING, SECUREDGALV. MTL Z-FLASHING, SECUREDGALV. MTL Z-FLASHING, SECURED TO CHANNELTO CHANNELTO CHANNELTO CHANNEL FIBER CEMENT PANELFIBER CEMENT PANELFIBER CEMENT PANELFIBER CEMENT PANEL 1/4" GAP BETWEEN ELEMENTS-1/4" GAP BETWEEN ELEMENTS-1/4" GAP BETWEEN ELEMENTS-1/4" GAP BETWEEN ELEMENTS- CAULK EXCEPT AT FLOOR LINECAULK EXCEPT AT FLOOR LINECAULK EXCEPT AT FLOOR LINECAULK EXCEPT AT FLOOR LINE FIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDING TRANSITION ELEVATION PER WALLTRANSITION ELEVATION PER WALLTRANSITION ELEVATION PER WALLTRANSITION ELEVATION PER WALL SECTION OR ELEVATIONSECTION OR ELEVATIONSECTION OR ELEVATIONSECTION OR ELEVATION 2 1/4"2 1/4"2 1/4"2 1/4" 1/4"1/4"1/4"1/4" VA R I E S VA R I E S VA R I E S VA R I E S 2 1/4"2 1/4"2 1/4"2 1/4" 3/8"3/8"3/8"3/8" VA R I E S VA R I E S VA R I E S VA R I E S 4.7 SCHLUTER ®-DILEX-BWS4.7 SCHLUTER ®-DILEX-BWS4.7 SCHLUTER ®-DILEX-BWS4.7 SCHLUTER ®-DILEX-BWS 4.6 SCHLUTER ®-DILEX-BWB4.6 SCHLUTER ®-DILEX-BWB4.6 SCHLUTER ®-DILEX-BWB4.6 SCHLUTER ®-DILEX-BWB SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 2 : 5 7 : 3 1 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker LM 10-31-2016 16003 WALL SECTIONS AND DETAILS A307 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/2" = 1'-0"5 FIRE WALL 1/2" = 1'-0"4 INDOOR PLAY AT GRID 10 1/2" = 1'-0"1 GRID 9 - PARAPET 1/2" = 1'-0"3 GRID 9 - UPPER ROOF 1/2" = 1'-0"2 GRID 9 - LOWER ROOF 1 1/2" = 1'-0"8 PVC ROOF EDGE AT CMU + SIDING 1 1/2" = 1'-0"7 PVC ROOF RAKE AT CMU + SIDING 1/4" = 1'-0" EXTERIOR WALL TYPE LEGEND 1 1/2" = 1'-0"6 MOVEMENT JOINT AT FIRE WALL 1 1/2" = 1'-0"9 PVC ROOF RAKE @ KIDS WATCH 1 1/2" = 1'-0"10 CLADDING TRANSITION, TYP. 6" = 1'-0"11 MOVEMENT JOINT DETAILS SEAM TAPE OVERLAPSSEAM TAPE OVERLAPSSEAM TAPE OVERLAPSSEAM TAPE OVERLAPS FLASHING TAPEFLASHING TAPEFLASHING TAPEFLASHING TAPE FLASHING TAPE WRAPS INTOFLASHING TAPE WRAPS INTOFLASHING TAPE WRAPS INTOFLASHING TAPE WRAPS INTO OPENINGOPENINGOPENINGOPENING HAT CHANNELHAT CHANNELHAT CHANNELHAT CHANNEL WATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER AT RIGID INSULATION - SEAMSRIGID INSULATION - SEAMSRIGID INSULATION - SEAMSRIGID INSULATION - SEAMS TAPEDTAPEDTAPEDTAPED MORE FLASHING TAPE OVERLAPSMORE FLASHING TAPE OVERLAPSMORE FLASHING TAPE OVERLAPSMORE FLASHING TAPE OVERLAPS MTL HEAD FLASHINGMTL HEAD FLASHINGMTL HEAD FLASHINGMTL HEAD FLASHING MASONRY LINTEL REF:MASONRY LINTEL REF:MASONRY LINTEL REF:MASONRY LINTEL REF: STRUCTURALSTRUCTURALSTRUCTURALSTRUCTURAL BACKER ROD AND SEALANTBACKER ROD AND SEALANTBACKER ROD AND SEALANTBACKER ROD AND SEALANT CONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETER LOW EXPANSION FOAMLOW EXPANSION FOAMLOW EXPANSION FOAMLOW EXPANSION FOAM SEALANT CONTINUOUS ATSEALANT CONTINUOUS ATSEALANT CONTINUOUS ATSEALANT CONTINUOUS AT PERIMETER FOR AIRPERIMETER FOR AIRPERIMETER FOR AIRPERIMETER FOR AIR BARRIER SEALBARRIER SEALBARRIER SEALBARRIER SEAL ALUMINUM STOREFRONTALUMINUM STOREFRONTALUMINUM STOREFRONTALUMINUM STOREFRONT SYSTEM REF: EXTERIOR FRAMESSYSTEM REF: EXTERIOR FRAMESSYSTEM REF: EXTERIOR FRAMESSYSTEM REF: EXTERIOR FRAMES GALV. MTL Z-FLASHING, SECUREDGALV. MTL Z-FLASHING, SECUREDGALV. MTL Z-FLASHING, SECUREDGALV. MTL Z-FLASHING, SECURED TO CHANNELTO CHANNELTO CHANNELTO CHANNEL 5.5" 4/4 SMOOTH FIBER5.5" 4/4 SMOOTH FIBER5.5" 4/4 SMOOTH FIBER5.5" 4/4 SMOOTH FIBER CEMENT TRIM BOARD WHERECEMENT TRIM BOARD WHERECEMENT TRIM BOARD WHERECEMENT TRIM BOARD WHERE 'WOOD LINTEL' IS NOT'WOOD LINTEL' IS NOT'WOOD LINTEL' IS NOT'WOOD LINTEL' IS NOT INDICATEDINDICATEDINDICATEDINDICATED GALV. MTL Z-FLASHINGGALV. MTL Z-FLASHINGGALV. MTL Z-FLASHINGGALV. MTL Z-FLASHING CMU PER EXTERIOR WALLCMU PER EXTERIOR WALLCMU PER EXTERIOR WALLCMU PER EXTERIOR WALL TYPETYPETYPETYPE BACKER ROD AND SEALANTBACKER ROD AND SEALANTBACKER ROD AND SEALANTBACKER ROD AND SEALANT CONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETER HAT CHANNELHAT CHANNELHAT CHANNELHAT CHANNEL WATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER AT RIGID INSULATION - SEAMSRIGID INSULATION - SEAMSRIGID INSULATION - SEAMSRIGID INSULATION - SEAMS TAPEDTAPEDTAPEDTAPED GALV. MTL SILL FLASHING EXTENSIONGALV. MTL SILL FLASHING EXTENSIONGALV. MTL SILL FLASHING EXTENSIONGALV. MTL SILL FLASHING EXTENSION WITH DRIP EDGE AND END DAMS PERWITH DRIP EDGE AND END DAMS PERWITH DRIP EDGE AND END DAMS PERWITH DRIP EDGE AND END DAMS PER STOREFRONT MFR'S INSTRUCTIONSSTOREFRONT MFR'S INSTRUCTIONSSTOREFRONT MFR'S INSTRUCTIONSSTOREFRONT MFR'S INSTRUCTIONS FLASHING TAPE WRAPS INTOFLASHING TAPE WRAPS INTOFLASHING TAPE WRAPS INTOFLASHING TAPE WRAPS INTO OPENINGOPENINGOPENINGOPENING ALUMINUM STOREFRONT SYSTEMALUMINUM STOREFRONT SYSTEMALUMINUM STOREFRONT SYSTEMALUMINUM STOREFRONT SYSTEM REF: EXTERIOR FRAMESREF: EXTERIOR FRAMESREF: EXTERIOR FRAMESREF: EXTERIOR FRAMES LOW EXPANSION FOAM SEALANTLOW EXPANSION FOAM SEALANTLOW EXPANSION FOAM SEALANTLOW EXPANSION FOAM SEALANT CONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETER FOR AIR BARRIER SEALFOR AIR BARRIER SEALFOR AIR BARRIER SEALFOR AIR BARRIER SEAL J TRIM (EZ.8 OR SIM) AT TOPJ TRIM (EZ.8 OR SIM) AT TOPJ TRIM (EZ.8 OR SIM) AT TOPJ TRIM (EZ.8 OR SIM) AT TOP OF PANELOF PANELOF PANELOF PANEL SILL PAN FLASHING WITHSILL PAN FLASHING WITHSILL PAN FLASHING WITHSILL PAN FLASHING WITH BACK AND END DAMS BYBACK AND END DAMS BYBACK AND END DAMS BYBACK AND END DAMS BY STOREFRONT MFRSTOREFRONT MFRSTOREFRONT MFRSTOREFRONT MFR SEALANT WHERE MULLIONSEALANT WHERE MULLIONSEALANT WHERE MULLIONSEALANT WHERE MULLION MEETS FLASHINGMEETS FLASHINGMEETS FLASHINGMEETS FLASHING FIBER CEMENT PANELFIBER CEMENT PANELFIBER CEMENT PANELFIBER CEMENT PANEL CARPET REF: FINISH PLANS WITHCARPET REF: FINISH PLANS WITHCARPET REF: FINISH PLANS WITHCARPET REF: FINISH PLANS WITH SCHLUTER STRIP AT EDGESCHLUTER STRIP AT EDGESCHLUTER STRIP AT EDGESCHLUTER STRIP AT EDGE SELF-LEVELING JOINT SEALANT ATSELF-LEVELING JOINT SEALANT ATSELF-LEVELING JOINT SEALANT ATSELF-LEVELING JOINT SEALANT AT SLAB CONNECTION TO STUDSLAB CONNECTION TO STUDSLAB CONNECTION TO STUDSLAB CONNECTION TO STUD BACKER ROD AND SEALANTBACKER ROD AND SEALANTBACKER ROD AND SEALANTBACKER ROD AND SEALANT CONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETERLOW EXPANSION FOAMLOW EXPANSION FOAMLOW EXPANSION FOAMLOW EXPANSION FOAM SEALANT CONTINUOUS ATSEALANT CONTINUOUS ATSEALANT CONTINUOUS ATSEALANT CONTINUOUS AT PERIMETER FOR AIRPERIMETER FOR AIRPERIMETER FOR AIRPERIMETER FOR AIR BARRIER SEALBARRIER SEALBARRIER SEALBARRIER SEAL ALUMINUM STOREFRONTALUMINUM STOREFRONTALUMINUM STOREFRONTALUMINUM STOREFRONT SYSTEM REF: EXTERIORSYSTEM REF: EXTERIORSYSTEM REF: EXTERIORSYSTEM REF: EXTERIOR FRAMESFRAMESFRAMESFRAMES HAT CHANNELHAT CHANNELHAT CHANNELHAT CHANNEL WATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER AT RIGID INSULATION - SEAMSRIGID INSULATION - SEAMSRIGID INSULATION - SEAMSRIGID INSULATION - SEAMS TAPEDTAPEDTAPEDTAPED GALV. MTL Z-FLASHING,GALV. MTL Z-FLASHING,GALV. MTL Z-FLASHING,GALV. MTL Z-FLASHING, SECURED TO CHANNELSECURED TO CHANNELSECURED TO CHANNELSECURED TO CHANNEL FIBER CEMENT PANELFIBER CEMENT PANELFIBER CEMENT PANELFIBER CEMENT PANEL 2X12 PRESSURE TREATED2X12 PRESSURE TREATED2X12 PRESSURE TREATED2X12 PRESSURE TREATED WOOD 'LINTEL', STAINEDWOOD 'LINTEL', STAINEDWOOD 'LINTEL', STAINEDWOOD 'LINTEL', STAINED MORE FLASHING TAPEMORE FLASHING TAPEMORE FLASHING TAPEMORE FLASHING TAPE OVERLAPS MTL HEAD FLASHINGOVERLAPS MTL HEAD FLASHINGOVERLAPS MTL HEAD FLASHINGOVERLAPS MTL HEAD FLASHING STEEL LINTEL REF:STEEL LINTEL REF:STEEL LINTEL REF:STEEL LINTEL REF: STRUCTURALSTRUCTURALSTRUCTURALSTRUCTURAL INTERIOR GYP BDINTERIOR GYP BDINTERIOR GYP BDINTERIOR GYP BD GALV. MTL Z-FLASHINGGALV. MTL Z-FLASHINGGALV. MTL Z-FLASHINGGALV. MTL Z-FLASHING FLASHING TAPE WRAPS INTOFLASHING TAPE WRAPS INTOFLASHING TAPE WRAPS INTOFLASHING TAPE WRAPS INTO OPENINGOPENINGOPENINGOPENING STEEL STUDS PERSTEEL STUDS PERSTEEL STUDS PERSTEEL STUDS PER EXTERIOR WALL TYPEEXTERIOR WALL TYPEEXTERIOR WALL TYPEEXTERIOR WALL TYPE SEAM TAPE OVERLAPSSEAM TAPE OVERLAPSSEAM TAPE OVERLAPSSEAM TAPE OVERLAPS FLASHING TAPEFLASHING TAPEFLASHING TAPEFLASHING TAPE LOW EXPANSION FOAMLOW EXPANSION FOAMLOW EXPANSION FOAMLOW EXPANSION FOAM SEALANT CONTINUOUS ATSEALANT CONTINUOUS ATSEALANT CONTINUOUS ATSEALANT CONTINUOUS AT PERIMETER FOR AIRPERIMETER FOR AIRPERIMETER FOR AIRPERIMETER FOR AIR BARRIER SEALBARRIER SEALBARRIER SEALBARRIER SEAL STEEL LINTEL REF:STEEL LINTEL REF:STEEL LINTEL REF:STEEL LINTEL REF: STRUCTURALSTRUCTURALSTRUCTURALSTRUCTURAL INTERIOR GYP BDINTERIOR GYP BDINTERIOR GYP BDINTERIOR GYP BD STEEL STUDS PERSTEEL STUDS PERSTEEL STUDS PERSTEEL STUDS PER EXTERIOR WALL TYPEEXTERIOR WALL TYPEEXTERIOR WALL TYPEEXTERIOR WALL TYPE BACKER ROD AND SEALANTBACKER ROD AND SEALANTBACKER ROD AND SEALANTBACKER ROD AND SEALANT CONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETER ALUMINUM STOREFRONTALUMINUM STOREFRONTALUMINUM STOREFRONTALUMINUM STOREFRONT SYSTEM REF: EXTERIORSYSTEM REF: EXTERIORSYSTEM REF: EXTERIORSYSTEM REF: EXTERIOR FRAMESFRAMESFRAMESFRAMES GALV. MTL Z-FLASHING,GALV. MTL Z-FLASHING,GALV. MTL Z-FLASHING,GALV. MTL Z-FLASHING, SECURED TO STRUCTURESECURED TO STRUCTURESECURED TO STRUCTURESECURED TO STRUCTURE 4 X12 PRESSURE TREATED4 X12 PRESSURE TREATED4 X12 PRESSURE TREATED4 X12 PRESSURE TREATED WOOD 'LINTEL', SECURE TOWOOD 'LINTEL', SECURE TOWOOD 'LINTEL', SECURE TOWOOD 'LINTEL', SECURE TO STRUCTURESTRUCTURESTRUCTURESTRUCTURE FLASHING TAPE OVERLAPSFLASHING TAPE OVERLAPSFLASHING TAPE OVERLAPSFLASHING TAPE OVERLAPS MTL HEAD FLASHINGMTL HEAD FLASHINGMTL HEAD FLASHINGMTL HEAD FLASHING FLASHING TAPE WRAPSFLASHING TAPE WRAPSFLASHING TAPE WRAPSFLASHING TAPE WRAPS INTO OPENINGINTO OPENINGINTO OPENINGINTO OPENING SEAM TAPE OVERLAPSSEAM TAPE OVERLAPSSEAM TAPE OVERLAPSSEAM TAPE OVERLAPS FLASHING TAPEFLASHING TAPEFLASHING TAPEFLASHING TAPE WEEP SCREEDWEEP SCREEDWEEP SCREEDWEEP SCREED WATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER AT RIGID INSULATION - SEAMSRIGID INSULATION - SEAMSRIGID INSULATION - SEAMSRIGID INSULATION - SEAMS TAPEDTAPEDTAPEDTAPED MORTAR ON LATHMORTAR ON LATHMORTAR ON LATHMORTAR ON LATH ADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEER DRAINAGE MATDRAINAGE MATDRAINAGE MATDRAINAGE MAT BACKER ROD AND SEALANTBACKER ROD AND SEALANTBACKER ROD AND SEALANTBACKER ROD AND SEALANT CONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETER HAT CHANNELHAT CHANNELHAT CHANNELHAT CHANNEL WATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER AT RIGID INSULATION - SEAMSRIGID INSULATION - SEAMSRIGID INSULATION - SEAMSRIGID INSULATION - SEAMS TAPEDTAPEDTAPEDTAPED GALV. MTL Z-FLASHING, SECUREDGALV. MTL Z-FLASHING, SECUREDGALV. MTL Z-FLASHING, SECUREDGALV. MTL Z-FLASHING, SECURED TO CHANNELTO CHANNELTO CHANNELTO CHANNEL FIBER CEMENT PANELFIBER CEMENT PANELFIBER CEMENT PANELFIBER CEMENT PANEL 5.5" 4/4 SMOOTH FIBER CEMENT5.5" 4/4 SMOOTH FIBER CEMENT5.5" 4/4 SMOOTH FIBER CEMENT5.5" 4/4 SMOOTH FIBER CEMENT TRIM BOARD WHERE 'WOOD LINTEL'TRIM BOARD WHERE 'WOOD LINTEL'TRIM BOARD WHERE 'WOOD LINTEL'TRIM BOARD WHERE 'WOOD LINTEL' IS NOT INDICATEDIS NOT INDICATEDIS NOT INDICATEDIS NOT INDICATED MORE FLASHING TAP OVERLAPSMORE FLASHING TAP OVERLAPSMORE FLASHING TAP OVERLAPSMORE FLASHING TAP OVERLAPS MTL HEAD FLASHINGMTL HEAD FLASHINGMTL HEAD FLASHINGMTL HEAD FLASHING GALV. MTL Z-FLASHINGGALV. MTL Z-FLASHINGGALV. MTL Z-FLASHINGGALV. MTL Z-FLASHING FLASHING TAPE WRAPS INTOFLASHING TAPE WRAPS INTOFLASHING TAPE WRAPS INTOFLASHING TAPE WRAPS INTO OPENINGOPENINGOPENINGOPENING ALUMINUM STOREFRONT SYSTEMALUMINUM STOREFRONT SYSTEMALUMINUM STOREFRONT SYSTEMALUMINUM STOREFRONT SYSTEM REF: EXTERIOR FRAMESREF: EXTERIOR FRAMESREF: EXTERIOR FRAMESREF: EXTERIOR FRAMES LOW EXPANSION FOAMLOW EXPANSION FOAMLOW EXPANSION FOAMLOW EXPANSION FOAM SEALANT CONTINUOUS ATSEALANT CONTINUOUS ATSEALANT CONTINUOUS ATSEALANT CONTINUOUS AT PERIMETER FOR AIRPERIMETER FOR AIRPERIMETER FOR AIRPERIMETER FOR AIR BARRIER SEALBARRIER SEALBARRIER SEALBARRIER SEAL LINTEL REF: STRUCTURALLINTEL REF: STRUCTURALLINTEL REF: STRUCTURALLINTEL REF: STRUCTURAL INTERIOR GYP BDINTERIOR GYP BDINTERIOR GYP BDINTERIOR GYP BD STEEL STUD PERSTEEL STUD PERSTEEL STUD PERSTEEL STUD PER EXTERIOR WALL TYPEEXTERIOR WALL TYPEEXTERIOR WALL TYPEEXTERIOR WALL TYPE BACKER ROD AND SEALANTBACKER ROD AND SEALANTBACKER ROD AND SEALANTBACKER ROD AND SEALANT CONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETER WATER AND AIR BARRIERWATER AND AIR BARRIERWATER AND AIR BARRIERWATER AND AIR BARRIER AT RIGID INSULATION -AT RIGID INSULATION -AT RIGID INSULATION -AT RIGID INSULATION - SEAMS TAPEDSEAMS TAPEDSEAMS TAPEDSEAMS TAPED GALV. MTL SILL FLASHINGGALV. MTL SILL FLASHINGGALV. MTL SILL FLASHINGGALV. MTL SILL FLASHING EXTENSION WITH DRIP EDGEEXTENSION WITH DRIP EDGEEXTENSION WITH DRIP EDGEEXTENSION WITH DRIP EDGE AND END DAMS PERAND END DAMS PERAND END DAMS PERAND END DAMS PER STOREFRONT MFR'SSTOREFRONT MFR'SSTOREFRONT MFR'SSTOREFRONT MFR'S INSTRUCTIONSINSTRUCTIONSINSTRUCTIONSINSTRUCTIONS FLASHING TAPE WRAPSFLASHING TAPE WRAPSFLASHING TAPE WRAPSFLASHING TAPE WRAPS INTO OPENINGINTO OPENINGINTO OPENINGINTO OPENING ALUMINUM STOREFRONTALUMINUM STOREFRONTALUMINUM STOREFRONTALUMINUM STOREFRONT SYSTEM REF: EXTERIORSYSTEM REF: EXTERIORSYSTEM REF: EXTERIORSYSTEM REF: EXTERIOR FRAMESFRAMESFRAMESFRAMES 1/2" SEALANT BEAD BETWEENSEALANT BEAD BETWEENSEALANT BEAD BETWEENSEALANT BEAD BETWEEN VENEER AND FLASHINGVENEER AND FLASHINGVENEER AND FLASHINGVENEER AND FLASHING MORTAR ON LATHMORTAR ON LATHMORTAR ON LATHMORTAR ON LATH ADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEER DRAINAGE MATDRAINAGE MATDRAINAGE MATDRAINAGE MAT LOW EXPANSION FOAM SEALANTLOW EXPANSION FOAM SEALANTLOW EXPANSION FOAM SEALANTLOW EXPANSION FOAM SEALANT CONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETER FOR AIR BARRIER SEALFOR AIR BARRIER SEALFOR AIR BARRIER SEALFOR AIR BARRIER SEAL SILL PAN FLASHING WITHSILL PAN FLASHING WITHSILL PAN FLASHING WITHSILL PAN FLASHING WITH BACK AND END DAMS BYBACK AND END DAMS BYBACK AND END DAMS BYBACK AND END DAMS BY STOREFRONT MFRSTOREFRONT MFRSTOREFRONT MFRSTOREFRONT MFR SEALANT WHERE MULLIONSEALANT WHERE MULLIONSEALANT WHERE MULLIONSEALANT WHERE MULLION MEETS FLASHINGMEETS FLASHINGMEETS FLASHINGMEETS FLASHING CARPET REF: FINISH PLANS WITHCARPET REF: FINISH PLANS WITHCARPET REF: FINISH PLANS WITHCARPET REF: FINISH PLANS WITH SCHLUTER STRIP AT EDGESCHLUTER STRIP AT EDGESCHLUTER STRIP AT EDGESCHLUTER STRIP AT EDGE SELF-LEVELING JOINT SEALANT ATSELF-LEVELING JOINT SEALANT ATSELF-LEVELING JOINT SEALANT ATSELF-LEVELING JOINT SEALANT AT SLAB CONNECTION TO STUDSLAB CONNECTION TO STUDSLAB CONNECTION TO STUDSLAB CONNECTION TO STUD HAT CHANNEL FOR EDGEHAT CHANNEL FOR EDGEHAT CHANNEL FOR EDGEHAT CHANNEL FOR EDGE SUPPORT- SECURE TO STUDSSUPPORT- SECURE TO STUDSSUPPORT- SECURE TO STUDSSUPPORT- SECURE TO STUDS FIBER CEMENT SIDING,FIBER CEMENT SIDING,FIBER CEMENT SIDING,FIBER CEMENT SIDING, SECURE TO HAT CHANNELSSECURE TO HAT CHANNELSSECURE TO HAT CHANNELSSECURE TO HAT CHANNELS PER SIDING MFRPER SIDING MFRPER SIDING MFRPER SIDING MFR BACK TO BACK J-TRIMBACK TO BACK J-TRIMBACK TO BACK J-TRIMBACK TO BACK J-TRIM EZ.40 OR SIMEZ.40 OR SIMEZ.40 OR SIMEZ.40 OR SIM BACKER ROD AND SEALANTBACKER ROD AND SEALANTBACKER ROD AND SEALANTBACKER ROD AND SEALANT CONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETER LOW EXPANSION FOAMLOW EXPANSION FOAMLOW EXPANSION FOAMLOW EXPANSION FOAM SEALANT CONTINUOUS ATSEALANT CONTINUOUS ATSEALANT CONTINUOUS ATSEALANT CONTINUOUS AT PERIMETER FOR AIRPERIMETER FOR AIRPERIMETER FOR AIRPERIMETER FOR AIR BARRIER SEALBARRIER SEALBARRIER SEALBARRIER SEAL ALUMINUM STOREFRONTALUMINUM STOREFRONTALUMINUM STOREFRONTALUMINUM STOREFRONT SYSTEM REF: EXTERIOR FRAMESSYSTEM REF: EXTERIOR FRAMESSYSTEM REF: EXTERIOR FRAMESSYSTEM REF: EXTERIOR FRAMES AIR AND WATER RESISTIVEAIR AND WATER RESISTIVEAIR AND WATER RESISTIVEAIR AND WATER RESISTIVE BARRIER AT RIGID INSULATION -BARRIER AT RIGID INSULATION -BARRIER AT RIGID INSULATION -BARRIER AT RIGID INSULATION - SEAMS TAPEDSEAMS TAPEDSEAMS TAPEDSEAMS TAPED FLASHING TAPE WRAPSFLASHING TAPE WRAPSFLASHING TAPE WRAPSFLASHING TAPE WRAPS CORNER INTO OPENINGCORNER INTO OPENINGCORNER INTO OPENINGCORNER INTO OPENING INTERIOR GYP BDINTERIOR GYP BDINTERIOR GYP BDINTERIOR GYP BD HAT CHANNEL FOR EDGEHAT CHANNEL FOR EDGEHAT CHANNEL FOR EDGEHAT CHANNEL FOR EDGE SUPPORT- SECURE TO STUDSSUPPORT- SECURE TO STUDSSUPPORT- SECURE TO STUDSSUPPORT- SECURE TO STUDS FIBER CEMENT PANEL,FIBER CEMENT PANEL,FIBER CEMENT PANEL,FIBER CEMENT PANEL, SECURE TO HAT CHANNELSSECURE TO HAT CHANNELSSECURE TO HAT CHANNELSSECURE TO HAT CHANNELS PER PANEL MFRPER PANEL MFRPER PANEL MFRPER PANEL MFR BACK TO BACK J-TRIMBACK TO BACK J-TRIMBACK TO BACK J-TRIMBACK TO BACK J-TRIM EZ.8 OR SIMEZ.8 OR SIMEZ.8 OR SIMEZ.8 OR SIM BACKER ROD AND SEALANTBACKER ROD AND SEALANTBACKER ROD AND SEALANTBACKER ROD AND SEALANT CONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETER LOW EXPANSION FOAMLOW EXPANSION FOAMLOW EXPANSION FOAMLOW EXPANSION FOAM SEALANT CONTINUOUS ATSEALANT CONTINUOUS ATSEALANT CONTINUOUS ATSEALANT CONTINUOUS AT PERIMETER FOR AIRPERIMETER FOR AIRPERIMETER FOR AIRPERIMETER FOR AIR BARRIER SEALBARRIER SEALBARRIER SEALBARRIER SEAL ALUMINUM STOREFRONTALUMINUM STOREFRONTALUMINUM STOREFRONTALUMINUM STOREFRONT SYSTEM REF: EXTERIOR FRAMESSYSTEM REF: EXTERIOR FRAMESSYSTEM REF: EXTERIOR FRAMESSYSTEM REF: EXTERIOR FRAMESAIR AND WATER RESISTIVEAIR AND WATER RESISTIVEAIR AND WATER RESISTIVEAIR AND WATER RESISTIVE BARRIER AT RIGID INSULATION -BARRIER AT RIGID INSULATION -BARRIER AT RIGID INSULATION -BARRIER AT RIGID INSULATION - SEAMS TAPEDSEAMS TAPEDSEAMS TAPEDSEAMS TAPED FLASHING TAPE WRAPS INTOFLASHING TAPE WRAPS INTOFLASHING TAPE WRAPS INTOFLASHING TAPE WRAPS INTO OPENINGOPENINGOPENINGOPENING INTERIOR GYP BDINTERIOR GYP BDINTERIOR GYP BDINTERIOR GYP BD ALUMINUM STOREFRONTALUMINUM STOREFRONTALUMINUM STOREFRONTALUMINUM STOREFRONT SYSTEM REF: EXTERIORSYSTEM REF: EXTERIORSYSTEM REF: EXTERIORSYSTEM REF: EXTERIOR FRAMESFRAMESFRAMESFRAMES CONTINUOUS BACKERCONTINUOUS BACKERCONTINUOUS BACKERCONTINUOUS BACKER ROD AND SEALANT ATROD AND SEALANT ATROD AND SEALANT ATROD AND SEALANT AT PERIMETERPERIMETERPERIMETERPERIMETER BACK TO BACK J-TRIMBACK TO BACK J-TRIMBACK TO BACK J-TRIMBACK TO BACK J-TRIM EZ-40 OR SIMEZ-40 OR SIMEZ-40 OR SIMEZ-40 OR SIM LOW EXPANSION FOAM SEALANTLOW EXPANSION FOAM SEALANTLOW EXPANSION FOAM SEALANTLOW EXPANSION FOAM SEALANT CONTINOUS AT PERIMETER FORCONTINOUS AT PERIMETER FORCONTINOUS AT PERIMETER FORCONTINOUS AT PERIMETER FOR AIR BARRIER SEALAIR BARRIER SEALAIR BARRIER SEALAIR BARRIER SEAL HAT CHANNEL FOR EDGEHAT CHANNEL FOR EDGEHAT CHANNEL FOR EDGEHAT CHANNEL FOR EDGE SUPPORT - SECURE TOSUPPORT - SECURE TOSUPPORT - SECURE TOSUPPORT - SECURE TO STUDSSTUDSSTUDSSTUDS FIBER CEMENT SIDING, SECURE TOFIBER CEMENT SIDING, SECURE TOFIBER CEMENT SIDING, SECURE TOFIBER CEMENT SIDING, SECURE TO HAT CHANNELS PER SIDING MFRHAT CHANNELS PER SIDING MFRHAT CHANNELS PER SIDING MFRHAT CHANNELS PER SIDING MFR FLASHING TAPE WRAPS CORNERFLASHING TAPE WRAPS CORNERFLASHING TAPE WRAPS CORNERFLASHING TAPE WRAPS CORNER INTO OPENING - LAYER OVER SILLINTO OPENING - LAYER OVER SILLINTO OPENING - LAYER OVER SILLINTO OPENING - LAYER OVER SILL FLASHINGFLASHINGFLASHINGFLASHING AIR AND WATER RESISTIVEAIR AND WATER RESISTIVEAIR AND WATER RESISTIVEAIR AND WATER RESISTIVE BARRIER AT RIGID INSULATION -BARRIER AT RIGID INSULATION -BARRIER AT RIGID INSULATION -BARRIER AT RIGID INSULATION - SEAMS TAPEDSEAMS TAPEDSEAMS TAPEDSEAMS TAPED HIGH PERFORMANCE COATINGHIGH PERFORMANCE COATINGHIGH PERFORMANCE COATINGHIGH PERFORMANCE COATING ON CMU IN WET AREASON CMU IN WET AREASON CMU IN WET AREASON CMU IN WET AREAS OFFICE ROOF 16' - 0" BACKER ROD AND SEALANTBACKER ROD AND SEALANTBACKER ROD AND SEALANTBACKER ROD AND SEALANT CONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETER GALV. MTL SILL FLASHINGGALV. MTL SILL FLASHINGGALV. MTL SILL FLASHINGGALV. MTL SILL FLASHING EXTENSION WITH DRIP EDGE ANDEXTENSION WITH DRIP EDGE ANDEXTENSION WITH DRIP EDGE ANDEXTENSION WITH DRIP EDGE AND END DAMS PER STOREFRONTEND DAMS PER STOREFRONTEND DAMS PER STOREFRONTEND DAMS PER STOREFRONT MFR'S INSTRUCTIONSMFR'S INSTRUCTIONSMFR'S INSTRUCTIONSMFR'S INSTRUCTIONS FLASHING TAPE OVERLAPSFLASHING TAPE OVERLAPSFLASHING TAPE OVERLAPSFLASHING TAPE OVERLAPS EPDM FLASHING ANDEPDM FLASHING ANDEPDM FLASHING ANDEPDM FLASHING AND WRAPS INTO OPENINGWRAPS INTO OPENINGWRAPS INTO OPENINGWRAPS INTO OPENING ALUMINUM STOREFRONT SYSTEMALUMINUM STOREFRONT SYSTEMALUMINUM STOREFRONT SYSTEMALUMINUM STOREFRONT SYSTEM REF: EXTERIOR FRAMESREF: EXTERIOR FRAMESREF: EXTERIOR FRAMESREF: EXTERIOR FRAMES ROOF COVER BOARD OVER RIGIDROOF COVER BOARD OVER RIGIDROOF COVER BOARD OVER RIGIDROOF COVER BOARD OVER RIGID INSUATIONINSUATIONINSUATIONINSUATION FIRESTONE DETAIL BT-7FIRESTONE DETAIL BT-7FIRESTONE DETAIL BT-7FIRESTONE DETAIL BT-7 EPDM FLASHINGOCNITUES TOEPDM FLASHINGOCNITUES TOEPDM FLASHINGOCNITUES TOEPDM FLASHINGOCNITUES TO TOP OF WALLTOP OF WALLTOP OF WALLTOP OF WALL ROOF TYPE BROOF TYPE BROOF TYPE BROOF TYPE B LOW EXPANSION FOAMLOW EXPANSION FOAMLOW EXPANSION FOAMLOW EXPANSION FOAM SEALANT CONTINUOUS ATSEALANT CONTINUOUS ATSEALANT CONTINUOUS ATSEALANT CONTINUOUS AT PERIMETER FOR AIR BARRIERPERIMETER FOR AIR BARRIERPERIMETER FOR AIR BARRIERPERIMETER FOR AIR BARRIER SEALSEALSEALSEAL SILL PAN FLASHING WITHSILL PAN FLASHING WITHSILL PAN FLASHING WITHSILL PAN FLASHING WITH BACK AND END DAMS BYBACK AND END DAMS BYBACK AND END DAMS BYBACK AND END DAMS BY STOREFRONT MFRSTOREFRONT MFRSTOREFRONT MFRSTOREFRONT MFR SEALANT WHERE MULLIONSEALANT WHERE MULLIONSEALANT WHERE MULLIONSEALANT WHERE MULLION MEETS FLASHINGMEETS FLASHINGMEETS FLASHINGMEETS FLASHING SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 3" = 1'-0" 10 / 3 1 / 2 0 1 6 2 : 5 7 : 4 3 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker LM 10-31-2016 16003 TYPICAL DETAILS A308 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 3" = 1'-0"1 HEAD DTL @ CMU + SIDING 3" = 1'-0"2 SILL DTL @ STUD + PANEL 3" = 1'-0"4 HEAD DTL @ STUD + PANEL - LINTEL 3" = 1'-0"5 HEAD DTL @ STUD + STONE - LINTEL 3" = 1'-0"7 HEAD DTL @ STUD + PANEL 3" = 1'-0"10 SILL DTL @ STUD + STONE 3" = 1'-0"9 JAMB DTL @ STUD + SIDING 3" = 1'-0"11 JAMB DTL @ STUD + PANEL 3" = 1'-0"12 JAMB DTL @ CMU + SIDING 3" = 1'-0"13 SILL DTL @ CLERESTORY UP UP UPPER LEVEL 0' - 0" GYM FLOOR -16' - 9" GYM ROOF 21' - 0" 6 7 10 A309 13 T @ 11" EACH = 12'-2 1/4"13 T @ 11" EACH = 12'-2 1/4"13 T @ 11" EACH = 12'-2 1/4"13 T @ 11" EACH = 12'-2 1/4" 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " 1'-0 1/4"1'-0 1/4"1'-0 1/4"1'-0 1/4" 7 3/4"7 3/4"7 3/4"7 3/4"11'-11"11'-11"11'-11"11'-11" A310 3 Sim A310 2 Sim 16' - 0"16' - 0"16' - 0"16' - 0" A B 6 7 1 A309 31 AU 8' - 6 " 8' - 6 " 8' - 6 " 8' - 6 " 8 1 / 2 " 8 1 / 2 " 8 1 / 2 " 8 1 / 2 " 10 A309 7 A309 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4 3 / 8 " 4 3 / 8 " 4 3 / 8 " 4 3 / 8 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " L 7 K 4 A309 8 A309 J.3 6'-0" 6'-0" 6'-0" 6'-0" 6'- 0" 6'- 0" 6'- 0" 6'- 0" 5' - 3 1 / 2 " 5' - 3 1 / 2 " 5' - 3 1 / 2 " 5' - 3 1 / 2 " 4 1 / 8 " 4 1 / 8 " 4 1 / 8 " 4 1 / 8 " 2' - 8 " 2' - 8 " 2' - 8 " 2' - 8 " 8"8"8"8" 8"8"8"8" 8"8"8"8" 5' - 1 1 1 / 4 " 5' - 1 1 1 / 4 " 5' - 1 1 1 / 4 " 5' - 1 1 1 / 4 " 12 0 . 0 ° 1 3/8"1 3/8"1 3/8"1 3/8"2'-11 3/8"2'-11 3/8"2'-11 3/8"2'-11 3/8"4 '- 7 " 4 '- 7 " 4 '- 7 " 4 '- 7 " 5 '- 0 " 5 '- 0 " 5 '- 0 " 5 '- 0 " 7'-0 3/8" 7'-0 3/8" 7'-0 3/8" 7'-0 3/8" 17'-5" 17'-5" 17'-5" 17'-5" 2 A304 UPPER LEVEL 0' - 0" LOWER LEVEL -15' - 0" LOBBYLOBBYLOBBYLOBBY 202 MENMENMENMEN 203 20 R I S E R S @ 6 5 9 / 6 4 " E A C H = 1 1 ' - 6 1 / 2 " 20 R I S E R S @ 6 5 9 / 6 4 " E A C H = 1 1 ' - 6 1 / 2 " 20 R I S E R S @ 6 5 9 / 6 4 " E A C H = 1 1 ' - 6 1 / 2 " 20 R I S E R S @ 6 5 9 / 6 4 " E A C H = 1 1 ' - 6 1 / 2 " 6 R I E S E R S @ 6 5 9 / 6 4 " 6 R I E S E R S @ 6 5 9 / 6 4 " 6 R I E S E R S @ 6 5 9 / 6 4 " 6 R I E S E R S @ 6 5 9 / 6 4 " EA C H = EA C H = EA C H = EA C H = 3' - 5 1 / 2 " 3' - 5 1 / 2 " 3' - 5 1 / 2 " 3' - 5 1 / 2 " 6' - 8 " 6' - 8 " 6' - 8 " 6' - 8 " 19 T @ 11" EACH 19 T @ 11" EACH 19 T @ 11" EACH 19 T @ 11" EACH = 17'-5"= 17'-5"= 17'-5"= 17'-5" 20 R @ 6 . 9 2 " E A C H 20 R @ 6 . 9 2 " E A C H 20 R @ 6 . 9 2 " E A C H 20 R @ 6 . 9 2 " E A C H = 1 1 ' - 6 1 / 2 " = 1 1 ' - 6 1 / 2 " = 1 1 ' - 6 1 / 2 " = 1 1 ' - 6 1 / 2 " UPPER LEVEL 0' - 0" LOWER LEVEL -15' - 0" A310 3 Sim A310 2 Sim A B 6 7 1 A309 A.1 10 A309 7 A309 4'-2 5/8"4'-2 5/8"4'-2 5/8"4'-2 5/8" 14 T@ 11" EACH14 T@ 11" EACH14 T@ 11" EACH14 T@ 11" EACH 12'-10"12'-10"12'-10"12'-10"4'-10 3/4"4'-10 3/4"4'-10 3/4"4'-10 3/4" 13 T@ 11" EACH13 T@ 11" EACH13 T@ 11" EACH13 T@ 11" EACH 11'-11"11'-11"11'-11"11'-11" 4' - 2 3 / 8 " 4' - 2 3 / 8 " 4' - 2 3 / 8 " 4' - 2 3 / 8 " 4 3 / 8 " 4 3 / 8 " 4 3 / 8 " 4 3 / 8 " 4' - 2 3 / 8 " 4' - 2 3 / 8 " 4' - 2 3 / 8 " 4' - 2 3 / 8 " UPPER LEVEL 0' - 0" AB GYM FLOOR -16' - 9" GYM ROOF 21' - 0" 4'-3 3/4"4'-3 3/4"4'-3 3/4"4'-3 3/4" 3/8"3/8"3/8"3/8" 4'-3 3/4"4'-3 3/4"4'-3 3/4"4'-3 3/4" 1' - 4 1/2" 8 1/2"8 1/2"8 1/2"8 1/2" L 7 4 A309 A211 5 1 A502 1 2 UPPER LEVEL 0' - 0" GYM FLOOR -16' - 9" 67 9' - 6 1 / 4 " 9' - 6 1 / 4 " 9' - 6 1 / 4 " 9' - 6 1 / 4 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 8' - 1 " 8' - 1 " 8' - 1 " 8' - 1 " 15 R I S E R S @ 6 . 9 3 " E A C H = 8 ' - 8 " 15 R I S E R S @ 6 . 9 3 " E A C H = 8 ' - 8 " 15 R I S E R S @ 6 . 9 3 " E A C H = 8 ' - 8 " 15 R I S E R S @ 6 . 9 3 " E A C H = 8 ' - 8 " 15 TREADS @ 11" EACH15 TREADS @ 11" EACH15 TREADS @ 11" EACH15 TREADS @ 11" EACH 13'-8"13'-8"13'-8"13'-8" A310 2 Sim A310 1 Sim SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/4" = 1'-0" 10 / 3 1 / 2 0 1 6 2 : 5 7 : 5 6 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 STAIRS AND ELEVATOR A309 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/4" = 1'-0"1 EXIT STAIR - SECTION 1/4" = 1'-0"2 EXIT STAIR - GYM LEVEL PLAN 1/4" = 1'-0"5 GRAND STAIR- PLAN 1/4" = 1'-0"4 GRAND STAIR - UPPER SECTION 1/4" = 1'-0"8 GRAND STAIR- LOWER SECTION 1/4" = 1'-0"9 EXIT STAIR UPPER LEVEL PLAN 1/4" = 1'-0"10 EXIT STAIR- SECTION 2 1/4" = 1'-0"3 GRAND STAIR- PLAN1 1/4" = 1'-0"7 STAIR SECTION 3 UP A B C A B C UPPER LEVEL 0' - 0" LOWER LEVEL -15' - 0" A5 7 A310 LOCKER ROOF 15' - 0" V8C 5' - 0"5' - 0"5' - 0"5' - 0" 26 CONCRETE RETAINING WALLCONCRETE RETAINING WALLCONCRETE RETAINING WALLCONCRETE RETAINING WALL RE: STRUCTURALRE: STRUCTURALRE: STRUCTURALRE: STRUCTURAL H8C A307 10 Sim 1' - 0" 13 ' - 6 " UPPER LEVEL 0' - 0" LOWER LEVEL -15' - 0" OFFICE ROOF 16' - 0" AH 6 A310 -19' - 0"-19' - 0"-19' - 0"-19' - 0" 26 22 LOBBYLOBBYLOBBYLOBBY 202 WATER & FIRE ENTRYWATER & FIRE ENTRYWATER & FIRE ENTRYWATER & FIRE ENTRY 273 26 7' - 0"7' - 0"7' - 0"7' - 0" 7' - 0 " 7' - 0 " 7' - 0 " 7' - 0 " 8' - 0 " 8' - 0 " 8' - 0 " 8' - 0 " 7' - 0 " 7' - 0 " 7' - 0 " 7' - 0 " UPPER LEVEL 0' - 0" LOWER LEVEL -15' - 0" 4 A301 AH STORAGESTORAGESTORAGESTORAGE 118 STAIRSTAIRSTAIRSTAIR 120 STAIRSTAIRSTAIRSTAIR 270 CONFERENCECONFERENCECONFERENCECONFERENCE 275 LOCKER ROOF 15' - 0" 15 R I S E R S @ 6 - 5 9 / 6 4 " E A C H = 9 ' - 2 3 / 4 " 15 R I S E R S @ 6 - 5 9 / 6 4 " E A C H = 9 ' - 2 3 / 4 " 15 R I S E R S @ 6 - 5 9 / 6 4 " E A C H = 9 ' - 2 3 / 4 " 15 R I S E R S @ 6 - 5 9 / 6 4 " E A C H = 9 ' - 2 3 / 4 " 3'-4 5/8"3'-4 5/8"3'-4 5/8"3'-4 5/8" 1'-0"1'-0"1'-0"1'-0" 15 TREADS @ 11" EACH = 13'-9"15 TREADS @ 11" EACH = 13'-9"15 TREADS @ 11" EACH = 13'-9"15 TREADS @ 11" EACH = 13'-9" 6' - 8 " 6' - 8 " 6' - 8 " 6' - 8 " ONE HOUR CEILING ASSEMBLY A310 1 Sim A310 2 Sim UPPER LEVEL 0' - 0" LOWER LEVEL -15' - 0" REC ROOF 2' - 0" 6' - 8 " 6' - 8 " 6' - 8 " 6' - 8 " 10 R I S E R S @ 6 5 9 / 6 4 " E A C H 10 R I S E R S @ 6 5 9 / 6 4 " E A C H 10 R I S E R S @ 6 5 9 / 6 4 " E A C H 10 R I S E R S @ 6 5 9 / 6 4 " E A C H 5' - 9 1 / 8 " 5' - 9 1 / 8 " 5' - 9 1 / 8 " 5' - 9 1 / 8 " 9 TREADS @ 11" EACH = 8'-3"9 TREADS @ 11" EACH = 8'-3"9 TREADS @ 11" EACH = 8'-3"9 TREADS @ 11" EACH = 8'-3" A310 3 Sim A310 2 Sim A4 A5 AH AG 5 A310 4 A310 6 A310 STORAGESTORAGESTORAGESTORAGE 118 STAIRSTAIRSTAIRSTAIR 120 8 1 / 4 " 8 1 / 4 " 8 1 / 4 " 8 1 / 4 " 8' - 3 " 8' - 3 " 8' - 3 " 8' - 3 " 11 " 11 " 11 " 11 " 1' - 0 1 / 4 " 1' - 0 1 / 4 " 1' - 0 1 / 4 " 1' - 0 1 / 4 " 7' - 6 3 / 4 " 7' - 6 3 / 4 " 7' - 6 3 / 4 " 7' - 6 3 / 4 " 2'-10 5/8" 2'-10 5/8" 2'-10 5/8" 2'-10 5/8" 13'-9" 13'-9" 13'-9" 13'-9" 4'-4"4'-4"4'-4"4'-4" 2"2"2"2" 4'-0"4'-0"4'-0"4'-0"2"2"2"2" 4 A301 A4 A5 8 AH K AG 5 A310 4 A310 J.3 6 A310 7 A310 2"2"2"2" 4'- 0" 4'- 0" 4'- 0" 4'- 0" 2"2"2"2" HOISTWAY DEPTH HOISTWAY DEPTH HOISTWAY DEPTH HOISTWAY DEPTH 5'-9" 5'-9" 5'-9" 5'-9" 4'- 4" 4'- 4" 4'- 4" 4'- 4" H OI S T W A Y WI D T H H OI S T W A Y WI D T H H OI S T W A Y WI D T H H OI S T W A Y WI D T H 7'- 4" 7'- 4" 7'- 4" 7'- 4" STEEL LANDING ANGLE STEEL LANDING PAN STEEL LANDING CHANNEL RE: STAIR MAN'F. FOR SIZE STEEL RISER PLATE STEEL SEAT ANGLE STAIR PAN STEEL STRINGER STL CHANNEL HEADER CONCRETE FLOOR STEEL LANDING ANGLE & STEEL RISER PLATE STEEL STRINGER STEEL SEAT ANGLE STEEL SEAT ANGLE STEEL CHANNEL STRINGER STAIR PAN NW/ CONC. FILL STEEL CLIP ANGLE STEEL RISER PLATE 1"1"1"1"11"11"11"11" LOWER LEVEL -15' - 0" GYM FLOOR -16' - 9" 7 11 A310 RAILING TYPE 3RAILING TYPE 3RAILING TYPE 3RAILING TYPE 3 RECESSED SLAB ONRECESSED SLAB ONRECESSED SLAB ONRECESSED SLAB ON GRADE REF: STRUCTURALGRADE REF: STRUCTURALGRADE REF: STRUCTURALGRADE REF: STRUCTURAL RWF 1 FLOORINGRWF 1 FLOORINGRWF 1 FLOORINGRWF 1 FLOORING CONCRETE RAMP REF:CONCRETE RAMP REF:CONCRETE RAMP REF:CONCRETE RAMP REF: STRUCTURALSTRUCTURALSTRUCTURALSTRUCTURAL HANDRAIL BOTH SIDESHANDRAIL BOTH SIDESHANDRAIL BOTH SIDESHANDRAIL BOTH SIDES VINYL BASE BOTH SIDESVINYL BASE BOTH SIDESVINYL BASE BOTH SIDESVINYL BASE BOTH SIDES RAF 2 ON RAMPRAF 2 ON RAMPRAF 2 ON RAMPRAF 2 ON RAMP A311 8 SIM LOWER LEVEL -15' - 0" GYM FLOOR -16' - 9" E 10 A310 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 2 : 5 8 : 0 9 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 STAIRS AND ELEVATOR A310 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/4" = 1'-0"6 ELEVATOR EW 1/4" = 1'-0"7 ELEVATOR NS 1/4" = 1'-0"4 CONVENIENCE STAIR - UPPER SECTION 1/4" = 1'-0"5 CONVENIENCE STAIR - LOWER SECTION 1/4" = 1'-0"9 CONVENIENCE STAIR - LOWER LEVEL PLAN 1/4" = 1'-0"8 CONVENIENCE STAIR - UPPER LEVEL PLAN 1 1/2" = 1'-0"1 STAIR DETAIL 1 1 1/2" = 1'-0"2 STAIR DETAIL 2 1 1/2" = 1'-0"3 STAIR DETIAL 3 1/4" = 1'-0"10 RAMP - SECTION 1/4" = 1'-0"11 RAMP - LONG. SECTION 1 1/2" DIA. PIPE GUARDRAIL 1/2" SQ. PICKETS @ 4" O.C. MAX 1 1/2" DIA. PIPE HANDRAIL PAINT ALL RAILINGS 1 1/2" DIA. PIPE GUARDRAIL STEEL STAIR STRINGER 7 A311 PICKET 3/4" SQ. 2' - 0" openopenopenopen openopenopenopen openopenopenopen 1/2"x2" PTD POST @48" O.C1/2"x2" PTD POST @48" O.C1/2"x2" PTD POST @48" O.C1/2"x2" PTD POST @48" O.C op e n op e n op e n op e n op e n op e n op e n op e n 1/4" X6"X4" PAINTE 1/4" X 2" DOUBLE STYLE POST1/4" X 2" DOUBLE STYLE POST1/4" X 2" DOUBLE STYLE POST1/4" X 2" DOUBLE STYLE POST CONFIGURATION EVERYCONFIGURATION EVERYCONFIGURATION EVERYCONFIGURATION EVERY 3"POST- (TYPICAL)3"POST- (TYPICAL)3"POST- (TYPICAL)3"POST- (TYPICAL) 2 1/2" PTD. TUBE STL. RAIL 1"X2" PTD. TUBE MOUNTING BRKT. 2"X1/4" PTD STL. STILES BEYOND 4"X4" WELDED WIRE FABRIC IN 3/4" STL. "C" FRAME - CONTRASTING PAINT PLASTIC REBUKING 1"X2" MOUNTING TUBE STL. BRACKET 3' - 7 " 3' - 7 " 3' - 7 " 3' - 7 " 9"9"9"9" 2' - 6 1 / 2 " 2' - 6 1 / 2 " 2' - 6 1 / 2 " 2' - 6 1 / 2 " 3 1 / 2 " 3 1 / 2 " 3 1 / 2 " 3 1 / 2 " 2 1/2" PTD TUBE STL RAIL 1"X2" PTD TUBE MOUNTING BRKT 2"X1/4" PTD STL STILES BEYOND 4"X4" WELBED WIRE FABRIC IN 3/4" STL [ FRAM CONTRASTING PAINT PLASTIC REDUCING ANGLE EDGE ANGLE 1/4" X6"X4" PAIN TRACK SURFACE 1"X2" MOUNTING TUBE STL. BRACKET 3' - 7 " 4 5 . 0 ° A. F . F . A. F . F . A. F . F . A. F . F . 1 3/8"1 3/8"1 3/8"1 3/8" 3 1 / 2 " 3 1 / 2 " 3 1 / 2 " 3 1 / 2 " 2' - 6 1 / 2 " 2' - 6 1 / 2 " 2' - 6 1 / 2 " 2' - 6 1 / 2 " 9"9"9"9" 3 3 / 4 " 3 3 / 4 " 3 3 / 4 " 3 3 / 4 " SECTION PLAN FINISHED WALL SURFACE NOM. 1 1/2" PIPE RAIL, PAINT - OM01 HANDRAIL BRACKET 3'-6" OC MAX., PAINT OM01 ANCHOR AS APPROVED FOR SPECIFIED WALL CONSTRUCTION CAP END 0' - 1 1/2"0' - 1 1/2" 0' - 1 1/2" 0' - 0 1/4" 1' - 1 1 " B E Y O N D L A S T T R E A D EX I S T I N G H A N D R A I L 3' - 5" 3 1 / 2 " 1" 2' - 4 1 / 2 " 1" 6" 2 1 / 2 " 2 1/2" PTD. TUBE STL. RAIL 1"X2" PTD. TUBE MOUNTING BRKT. 2"X1/4" PTD STL. STILES BEYOND 4"X4" WELDED WIRE FABRIC IN 3/4" STL. [ FRAME - CONTRASTING PAINT OPENOPENOPENOPEN openopenopenopen 1/2"x2" PTD POST @48" O.C1/2"x2" PTD POST @48" O.C1/2"x2" PTD POST @48" O.C1/2"x2" PTD POST @48" O.C 3' - 7 " A B O V E S L A B 1/4" X6"X4" PAINTE 1"X2" MOUNTING TUBE STL. BRACKET 2' - 1 0 1 / 2 " 5' - 11" 1 1/2" Ø PIPE RAIL 3/4" ×11/2" STEEL BAR 1/2" Ø STEEL RODS 45.0° 1"X2" PTD TUBE MOUNTING BRKT 2"X1/4" PTD STL STILES BEYOND 4"X4" WELBED WIRE FABRIC IN 3/4" STL [ FRAM CONTRASTING PAINT 1/4" X6"X4" PAINTE 3' - 6 " 3' - 6 " 3' - 6 " 3' - 6 " 1 1 / 2 " 2' - 4 1 / 2 " 1" 4 1 / 2 " 1 1/2" O PIPE RAIL 3/4" ×11/2" STEEL BAR 1/2" O STEEL RODS SUPPORT KICKER WELDED TO UNDERSIDE OF DECK 1 1 / 2 " 7 3 / 4 " 2' - 2 " 1 1 / 2 " 5 1 / 2 " 1 1/2" DIA. PIPE GUARDRAIL 1/2" SQ. PICKETS @ 4" O.C. MAX 1 1/2" DIA. PIPE HANDRAIL PAINT ALL RAILINGS 1 1/2" DIA. PIPE GUARDRAIL 3' - 6 " 3' - 6 " 3' - 6 " 3' - 6 " 3' - 6 " 3' - 6 " 3' - 6 " 3' - 6 " 4'-0"4'-0"4'-0"4'-0" 3' - 6 " 3' - 6 " 3' - 6 " 3' - 6 " 28'-0"28'-0"28'-0"28'-0" 3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0" 70.0 ° OPENOPENOPENOPEN 1/2" X 1 1/2" TUBE STL.1/2" X 1 1/2" TUBE STL.1/2" X 1 1/2" TUBE STL.1/2" X 1 1/2" TUBE STL. 1/4" X 1" PTD STL. BAR (RADIUSED)1/4" X 1" PTD STL. BAR (RADIUSED)1/4" X 1" PTD STL. BAR (RADIUSED)1/4" X 1" PTD STL. BAR (RADIUSED) 2" Ø RADIUSED TUP RAIL - PTB2" Ø RADIUSED TUP RAIL - PTB2" Ø RADIUSED TUP RAIL - PTB2" Ø RADIUSED TUP RAIL - PTB STONE VENEERSTONE VENEERSTONE VENEERSTONE VENEER 7 0 . 0 ° 1/2" X 1 1/2" TUBE STL.1/2" X 1 1/2" TUBE STL.1/2" X 1 1/2" TUBE STL.1/2" X 1 1/2" TUBE STL. SOLID SURFACESOLID SURFACESOLID SURFACESOLID SURFACE SOLID SURFACESOLID SURFACESOLID SURFACESOLID SURFACE DIRECTORY BY SIGNAGEDIRECTORY BY SIGNAGEDIRECTORY BY SIGNAGEDIRECTORY BY SIGNAGE MANUFACTURERMANUFACTURERMANUFACTURERMANUFACTURER 11 / A31111 / A31111 / A31111 / A311 12 / A31112 / A31112 / A31112 / A311 2' - 6 " 2' - 6 " 2' - 6 " 2' - 6 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 2" Ø RADIUSED TUP RAIL - PTB2" Ø RADIUSED TUP RAIL - PTB2" Ø RADIUSED TUP RAIL - PTB2" Ø RADIUSED TUP RAIL - PTB 1/4" PTD STL SPACER1/4" PTD STL SPACER1/4" PTD STL SPACER1/4" PTD STL SPACER 1/2" X 1 1/2" TUBE STL1/2" X 1 1/2" TUBE STL1/2" X 1 1/2" TUBE STL1/2" X 1 1/2" TUBE STL POSTS BEYONDPOSTS BEYONDPOSTS BEYONDPOSTS BEYOND 1/4" X 1" HORZ. PTD STL BAR1/4" X 1" HORZ. PTD STL BAR1/4" X 1" HORZ. PTD STL BAR1/4" X 1" HORZ. PTD STL BAR 3/4" SOLID SURFACE CAP3/4" SOLID SURFACE CAP3/4" SOLID SURFACE CAP3/4" SOLID SURFACE CAP MTL STUD LOW WALLMTL STUD LOW WALLMTL STUD LOW WALLMTL STUD LOW WALL 1/2" PLYWOOD SUBSTRATE1/2" PLYWOOD SUBSTRATE1/2" PLYWOOD SUBSTRATE1/2" PLYWOOD SUBSTRATE 3" X 3" INTERNAL STL L3" X 3" INTERNAL STL L3" X 3" INTERNAL STL L3" X 3" INTERNAL STL L AT ENDS & MID POINT-AT ENDS & MID POINT-AT ENDS & MID POINT-AT ENDS & MID POINT- ANCHOR TO FLOORANCHOR TO FLOORANCHOR TO FLOORANCHOR TO FLOOR STONE VENEERSTONE VENEERSTONE VENEERSTONE VENEER 2" Ø RADIUSED TUP RAIL2" Ø RADIUSED TUP RAIL2" Ø RADIUSED TUP RAIL2" Ø RADIUSED TUP RAIL - PTB- PTB- PTB- PTB 1/4" PTD STL SPACER1/4" PTD STL SPACER1/4" PTD STL SPACER1/4" PTD STL SPACER 1/2" X 1 1/2" TUBE STL1/2" X 1 1/2" TUBE STL1/2" X 1 1/2" TUBE STL1/2" X 1 1/2" TUBE STL POSTS BEYONDPOSTS BEYONDPOSTS BEYONDPOSTS BEYOND 1/4" X 1" HORZ. PTD STL BAR1/4" X 1" HORZ. PTD STL BAR1/4" X 1" HORZ. PTD STL BAR1/4" X 1" HORZ. PTD STL BAR LOW WALL BEYONDLOW WALL BEYONDLOW WALL BEYONDLOW WALL BEYOND 6"6"6"6" 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 3' - 6 " 3' - 6 " 3' - 6 " 3' - 6 " 1/4" PTD STL SPACER1/4" PTD STL SPACER1/4" PTD STL SPACER1/4" PTD STL SPACER ANCHOR TO SLABANCHOR TO SLABANCHOR TO SLABANCHOR TO SLAB 2 1/2" PTD. TUBE STL. RAIL 1"X2" PTD. TUBE MOUNTING BRKT. 2"X1/4" PTD STL. STILES BEYOND 4"X4" WELDED WIRE FABRIC IN 3/4" STL. "C" FRAME -CONTRASTING PAINT 1"X2" MOUNTING TUBE STL. BRACKET O P E N O P E N 2'-9"2'-9"2'-9"2'-9" 3' - 0 1 / 2 " 3' - 0 1 / 2 " 3' - 0 1 / 2 " 3' - 0 1 / 2 " 6"6"6"6" 2' - 6 1 / 2 " 2' - 6 1 / 2 " 2' - 6 1 / 2 " 2' - 6 1 / 2 " 1/4" X 2" DOUBLE STYLE POST1/4" X 2" DOUBLE STYLE POST1/4" X 2" DOUBLE STYLE POST1/4" X 2" DOUBLE STYLE POST CONFIGURATION EVERY 3"POST- (TYPICAL)CONFIGURATION EVERY 3"POST- (TYPICAL)CONFIGURATION EVERY 3"POST- (TYPICAL)CONFIGURATION EVERY 3"POST- (TYPICAL) SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 2 : 5 8 : 2 1 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 RAILING DETAILS A311 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1" = 1'-0"1 RAILING R1 ELEVATION 1" = 1'-0"4 RAILING R4 ELEVATION 1" = 1'-0"9 GYM RAILING R4 3" = 1'-0"2 SECTION/PLAN @ R2 HANDRAIL 1" = 1'-0"3 RAILING R3 ELEVATION 1" = 1'-0"5 RAILING R 5 ELEVATION 1" = 1'-0"8 RAILING R3 SECTION 1" = 1'-0"9b RAILING R 5 SECTION 1" = 1'-0"7 RAILING R1 SECTION 3/4" = 1'-0"10 DECORTIVE RAIL ELEVATION R6 1 1/2" = 1'-0"11 SEC. A 1 1/2" = 1'-0"12 SEC. B 1" = 1'-0"6 ENLARGED GRAND STAIR DETAIL E10 E11 Q 9 EG EH P M.6 N 6.4 M. LOCKERSM. LOCKERSM. LOCKERSM. LOCKERS 231 M. TOILETSM. TOILETSM. TOILETSM. TOILETS 233 M. SHOWERSM. SHOWERSM. SHOWERSM. SHOWERS 232 FFFF FFFF FFFF FFFF GGGG FFFF FFFF FFFF FFFF FFFF FFFF GGGG FFFF FFFF CCCC CCCC CCCC CCCC CCCC CCCC CCCC CCCC CCCC CCCC CCCC AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAAAAAAAAAAAAAAAAAAAAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAAAAAAAAAAAAAA AAAAAAAAAAAAAAAA AAAAAAAAAAAAAAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAAAAAAAAAAAAAA AAAAAAAAAAAAAAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAAAAAAAAAAAAAAAAAAAAAA AAAAAAAAAAAA AAAAAAAAAAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAAAAAAAAAA AAAAAAAAAAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA ???? AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA T5 T7 T2 T2 T2 T5 B35 T1 T2 T14 T14 T7 T7 T7 T7 T7 T7 T7 T8 T8 T8 T8 T8 T8 T7 T14 T14 T14 M. LOCKERS 2M. LOCKERS 2M. LOCKERS 2M. LOCKERS 2 A103 M. LOCKERSM. LOCKERSM. LOCKERSM. LOCKERS 231 CCCC CCCC CCCC CCCC CCCC CCCC CCCC CCCC CCCC CCCC CCCC CCCC CCCC CCCC CCCC CCCC T2 T9 T9 T9 T1 T3 T11 T9 T9 T9 T9 T9T9 T9 T9 T11 T2 T8 T1 T3 T11 T3 T1 T2 T2 T3 T4 AAAA AAAA AAAA AAAA AAAA AAAA AAAAAAAAAAAAAAAAAAAAAAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAAAAAAAAAAAAAAAAAAAAAA AAAAAAAAAAAA AAAAAAAAAAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAAAAAAAAAA AAAAAAAAAAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA AAAAAAAA AAAAAAAAAAAAAAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA T18 T8 T8 T8 T7 T7T7 T7 T14 T2 T14T14 T14 T14 T14 T14 T7 T7T7T7 2' - 3 7 / 8 " 2' - 3 7 / 8 " 2' - 3 7 / 8 " 2' - 3 7 / 8 " 4' - 7 3 / 8 " 4' - 7 3 / 8 " 4' - 7 3 / 8 " 4' - 7 3 / 8 " 2' - 1 1 3 / 4 " 2' - 1 1 3 / 4 " 2' - 1 1 3 / 4 " 2' - 1 1 3 / 4 " 2' - 1 1 7 / 8 " 2' - 1 1 7 / 8 " 2' - 1 1 7 / 8 " 2' - 1 1 7 / 8 " 3' - 1 1 / 2 " 3' - 1 1 / 2 " 3' - 1 1 / 2 " 3' - 1 1 / 2 " 5/ 8 " 5/ 8 " 5/ 8 " 5/ 8 " 3' - 1 " 3' - 1 " 3' - 1 " 3' - 1 " 3' - 3 5 / 8 " 3' - 3 5 / 8 " 3' - 3 5 / 8 " 3' - 3 5 / 8 " 5' - 2 " 5' - 2 " 5' - 2 " 5' - 2 " 3' - 1 1 / 4 " 3' - 1 1 / 4 " 3' - 1 1 / 4 " 3' - 1 1 / 4 " 2' - 1 1 1 / 2 " 2' - 1 1 1 / 2 " 2' - 1 1 1 / 2 " 2' - 1 1 1 / 2 " T8 T8 T8 T8 3' - 6 " 3' - 6 " 3' - 6 " 3' - 6 " 4' - 1 0 " 4' - 1 0 " 4' - 1 0 " 4' - 1 0 " 4' - 2 " 4' - 2 " 4' - 2 " 4' - 2 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 5' - 2 " 5' - 2 " 5' - 2 " 5' - 2 " 3' - 6 3 / 8 " 3' - 6 3 / 8 " 3' - 6 3 / 8 " 3' - 6 3 / 8 " 2' - 0 3 / 8 " 2' - 0 3 / 8 " 2' - 0 3 / 8 " 2' - 0 3 / 8 " T5 T6 T18 T7 2'-11 5/8"2'-11 5/8"2'-11 5/8"2'-11 5/8" 2'-4"2'-4"2'-4"2'-4" 3'-8"3'-8"3'-8"3'-8" 4'-4"4'-4"4'-4"4'-4" 10"10"10"10" 3'-7"3'-7"3'-7"3'-7" 9"9"9"9" 4'-4"4'-4"4'-4"4'-4" 5'-2"5'-2"5'-2"5'-2" 1'-7 7/8"1'-7 7/8"1'-7 7/8"1'-7 7/8" 1'-8 1/4"1'-8 1/4"1'-8 1/4"1'-8 1/4" 3'-8"3'-8"3'-8"3'-8" 4'-4"4'-4"4'-4"4'-4" 2'-2 3/8"2'-2 3/8"2'-2 3/8"2'-2 3/8" 5'-1 5/8"5'-1 5/8"5'-1 5/8"5'-1 5/8" 2'-8"2'-8"2'-8"2'-8" 8"8"8"8" 2'-8"2'-8"2'-8"2'-8" 2'-0"2'-0"2'-0"2'-0" 7'-4 3/8"7'-4 3/8"7'-4 3/8"7'-4 3/8" 4 0 ' - 8 " 3' - 6 " 3' - 6 " 3' - 6 " 3' - 6 " 1' - 4 " 1' - 4 " 1' - 4 " 1' - 4 " 1' - 4 " 1' - 4 " 1' - 4 " 1' - 4 " 5' - 2 " 5' - 2 " 5' - 2 " 5' - 2 " 6' - 5 1 / 4 " 6' - 5 1 / 4 " 6' - 5 1 / 4 " 6' - 5 1 / 4 " 3' - 4 1 / 4 " 3' - 4 1 / 4 " 3' - 4 1 / 4 " 3' - 4 1 / 4 " 5' - 8 7 / 8 " 5' - 8 7 / 8 " 5' - 8 7 / 8 " 5' - 8 7 / 8 " 4' - 7 3 / 8 " 4' - 7 3 / 8 " 4' - 7 3 / 8 " 4' - 7 3 / 8 " 4' - 4 " 4' - 4 " 4' - 4 " 4' - 4 " 8' - 6 5 / 8 " 8' - 6 5 / 8 " 8' - 6 5 / 8 " 8' - 6 5 / 8 " 1' - 1 0 " 1' - 1 0 " 1' - 1 0 " 1' - 1 0 " 5' - 0 " 5' - 0 " 5' - 0 " 5' - 0 " 8' - 2 " 8' - 2 " 8' - 2 " 8' - 2 " 1' - 9 5 / 8 " 1' - 9 5 / 8 " 1' - 9 5 / 8 " 1' - 9 5 / 8 " 7 1 / 2 " 7 1 / 2 " 7 1 / 2 " 7 1 / 2 " 2 1 / 8 " 2 1 / 8 " 2 1 / 8 " 2 1 / 8 " 5' - 2 " 5' - 2 " 5' - 2 " 5' - 2 " 6' - 7 7 / 8 " 6' - 7 7 / 8 " 6' - 7 7 / 8 " 6' - 7 7 / 8 " 5' - 2 " 5' - 2 " 5' - 2 " 5' - 2 " 2' - 8 " 2' - 8 " 2' - 8 " 2' - 8 " 2' - 1 5 / 8 " 2' - 1 5 / 8 " 2' - 1 5 / 8 " 2' - 1 5 / 8 " 3' - 2 " 3' - 2 " 3' - 2 " 3' - 2 " 3' - 6 " 3' - 6 " 3' - 6 " 3' - 6 " 4' - 0 3 / 4 " 4' - 0 3 / 4 " 4' - 0 3 / 4 " 4' - 0 3 / 4 " 5 1 / 4 " 5 1 / 4 " 5 1 / 4 " 5 1 / 4 " 6' - 6 " 6' - 6 " 6' - 6 " 6' - 6 " T16 01 DJ 01 JN21 25 BH25 BH 21 21 21 21 B 22 21 2125 BH 21 21 21 22 H8C S H8C E 21 21 21 21 21 T1 21 21 21 H8C E 21 21 21 22 BW 22 22 BW 22 BW 21 22 BW 22 BW 22 BW 21 22 21H8C S 22 22 B 2221 22 21 21 22 21 21 2221 B 21 B 21 B 21 B 22 21 B 21 B 21 B 21 21 B 21 B 21 B 22 B 22 B 21 B 22 B 21 B 21 B 21 21 B 21 B 21 B T5 21 21 21 22 21 21 B 21 22 21 21 212121 B 21 B 22 BW 2121 21 21 B 22 21 21 21 21 21 21 21 21 21 22 21 B 22 21 25 BH 21 B 25 BH 25 BH 21 02 BH 02 BH 02 BH 01 AFHBH 01 AF 22 22 B 21 22 B 2121 22 B 21 22 B 21 2121 21 2122 B 21 21 21 21 21 21 B FAM CHANGINGFAM CHANGINGFAM CHANGINGFAM CHANGING 212 ACR1ACR1ACR1ACR1 213 W. LOCKERSW. LOCKERSW. LOCKERSW. LOCKERS 221 JANJANJANJAN 229 W. TOILETSW. TOILETSW. TOILETSW. TOILETS 223 ACR2ACR2ACR2ACR2 214 CHGCHGCHGCHG 215 ACR3ACR3ACR3ACR3 216 KIDS TKIDS TKIDS TKIDS T 207 M. TOILETSM. TOILETSM. TOILETSM. TOILETS 233 W. SHOWERSW. SHOWERSW. SHOWERSW. SHOWERS 222 MECHANICALMECHANICALMECHANICALMECHANICAL A102 15'-2"15'-2"15'-2"15'-2" 1'-0"1'-0"1'-0"1'-0" 3'-8"3'-8"3'-8"3'-8" 2'-10"2'-10"2'-10"2'-10" 4'-8"4'-8"4'-8"4'-8"14'-0"14'-0"14'-0"14'-0"4'-8"4'-8"4'-8"4'-8"16'-0"16'-0"16'-0"16'-0" 1 3 5 .0 ° 1 3 5 .0 ° 2 3 / 8 " 2 3 / 8 " 2 3 / 8 " 2 3 / 8 " 2' - 6 " 2' - 6 " 2' - 6 " 2' - 6 " 14 ' - 1 " 14 ' - 1 " 14 ' - 1 " 14 ' - 1 " 12 ' - 9 " 12 ' - 9 " 12 ' - 9 " 12 ' - 9 " 2' - 1 " 2' - 1 " 2' - 1 " 2' - 1 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 13 ' - 0 " 13 ' - 0 " 13 ' - 0 " 13 ' - 0 " 5' - 1 5 / 8 " 5' - 1 5 / 8 " 5' - 1 5 / 8 " 5' - 1 5 / 8 " 2' - 6 3 / 8 " 2' - 6 3 / 8 " 2' - 6 3 / 8 " 2' - 6 3 / 8 " 7' - 3 1 / 8 " 7' - 3 1 / 8 " 7' - 3 1 / 8 " 7' - 3 1 / 8 " 3'-3 1/4"3'-3 1/4"3'-3 1/4"3'-3 1/4"4'-0"4'-0"4'-0"4'-0"3'-8 7/8"3'-8 7/8"3'-8 7/8"3'-8 7/8"3'-3 3/4"3'-3 3/4"3'-3 3/4"3'-3 3/4"6'-5 5/8"6'-5 5/8"6'-5 5/8"6'-5 5/8"1'-8 7/8" 1'-8 7/8" 1'-8 7/8" 1'-8 7/8" 7 ' - 6 3 /1 6 " 9 2 . 5 ° 2'-10 1/4"2'-10 1/4"2'-10 1/4"2'-10 1/4" 7 5/8"7 5/8"7 5/8"7 5/8" 1'-4"1'-4"1'-4"1'-4" 7'-2 3/8"7'-2 3/8"7'-2 3/8"7'-2 3/8" 2'-9 5/8"2'-9 5/8"2'-9 5/8"2'-9 5/8" 1'-10"1'-10"1'-10"1'-10" 5'-10"5'-10"5'-10"5'-10" 4'-8"4'-8"4'-8"4'-8" 2'-5 7/8"2'-5 7/8"2'-5 7/8"2'-5 7/8" 7 5/8"7 5/8"7 5/8"7 5/8" 2'-4 5/8"2'-4 5/8"2'-4 5/8"2'-4 5/8" 2'-8"2'-8"2'-8"2'-8" 6'-2 3/8"6'-2 3/8"6'-2 3/8"6'-2 3/8" 4'-5 5/8"4'-5 5/8"4'-5 5/8"4'-5 5/8" 7'-10 3/4"7'-10 3/4"7'-10 3/4"7'-10 3/4"8'-1 5/8"8'-1 5/8"8'-1 5/8"8'-1 5/8" 5'-9 7/8"5'-9 7/8"5'-9 7/8"5'-9 7/8" 1'-3 5/8"1'-3 5/8"1'-3 5/8"1'-3 5/8"10 3/4"10 3/4"10 3/4"10 3/4" 9'-9"9'-9"9'-9"9'-9"8 1/2"8 1/2"8 1/2"8 1/2" 116.0° 3'-6"3'-6"3'-6"3'-6" 3'-1"3'-1"3'-1"3'-1" 3'-1"3'-1"3'-1"3'-1" 3'-1"3'-1"3'-1"3'-1" 3'-0 7/8"3'-0 7/8"3'-0 7/8"3'-0 7/8" T17 T17 T17 T17 T17 T17 T17 T17T17 T5 T17 T5 T8T6 T6 T8T18 T18 T6 T8 T3 T17 T17 T17 T20 T19 T20 T19 T20 T19 T19 T17 5'-0"5'-0"5'-0"5'-0" 4 4'-8 5/8"4'-8 5/8"4'-8 5/8"4'-8 5/8" AAAA AAAA AAAA AAAA AAAA AAAA AAAA HHHH HHHH AAAA AAAA AAAA 11 T21 T21 T1 FFFF FFFF FFFF FFFF GGGG AAAA AAAA T2 T2 T3 T11 T1 HHHHT9T9 T9 T9T9T9T9 T9 T9 T9 T9 T9 T18 T6T8 T9 T9 T9 T14T9 AAAA BBBB CCCC DDDD 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 7' - 4 " 7' - 4 " 7' - 4 " 7' - 4 " 1'-3"1'-3"1'-3"1'-3" 1' - 8 3 / 4 " 1' - 8 3 / 4 " 1' - 8 3 / 4 " 1' - 8 3 / 4 " 7' - 4 " 7' - 4 " 7' - 4 " 7' - 4 " 5' - 0 " 5' - 0 " 5' - 0 " 5' - 0 " 7' - 4 " 7' - 4 " 7' - 4 " 7' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 1' - 9 " 1' - 9 " 1' - 9 " 1' - 9 " 1' - 9 " 1' - 9 " 1' - 9 " 1' - 9 " 1' - 9 " 1' - 9 " 1' - 9 " 1' - 9 " 1' - 9 " 1' - 9 " 1' - 9 " 1' - 9 " 3' - 6 " 3' - 6 " 3' - 6 " 3' - 6 " 3' - 6 " 3' - 6 " 3' - 6 " 3' - 6 " 1'-3"1'-3"1'-3"1'-3"1'-6"1'-6"1'-6"1'-6"1'-3"1'-3"1'-3"1'-3" 1' - 8 3 / 4 " 1' - 8 3 / 4 " 1' - 8 3 / 4 " 1' - 8 3 / 4 " 1' - 8 3 / 4 " 1' - 8 3 / 4 " 1' - 8 3 / 4 " 1' - 8 3 / 4 " 1' - 8 3 / 4 " 1' - 8 3 / 4 " 1' - 8 3 / 4 " 1' - 8 3 / 4 " TYPE ATYPE ATYPE ATYPE A TYPE BTYPE BTYPE BTYPE B TYPE CTYPE CTYPE CTYPE C TYPE DTYPE DTYPE DTYPE D 7 8 C D A219 9 A219 1 10 11 012 2 3 4 T1 T2 T2 B24 T3 T4 T5 T5 T2 T1 02 AFH 02 AF 3 13 AF 02 AF 12 AF 2 AF 02 AF 6"6"6"6" 8"8"8"8"3'-5 3/4"3'-5 3/4"3'-5 3/4"3'-5 3/4" 4'-1 3/4"4'-1 3/4"4'-1 3/4"4'-1 3/4" 3'-5 1/8"3'-5 1/8"3'-5 1/8"3'-5 1/8"2'-4"2'-4"2'-4"2'-4"3'-4 3/8"3'-4 3/8"3'-4 3/8"3'-4 3/8"11 3/4"11 3/4"11 3/4"11 3/4" 09 5 5 2' - 8 " 2' - 8 " 2' - 8 " 2' - 8 " 10 " 10 " 10 " 10 " 2' - 4 5 / 8 " 2' - 4 5 / 8 " 2' - 4 5 / 8 " 2' - 4 5 / 8 " 5' - 0 5 / 8 " 5' - 0 5 / 8 " 5' - 0 5 / 8 " 5' - 0 5 / 8 " 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 2' - 1 1 " 2' - 1 1 " 2' - 1 1 " 2' - 1 1 " 2' - 8 1 / 8 " 2' - 8 1 / 8 " 2' - 8 1 / 8 " 2' - 8 1 / 8 " 1' - 3 5 / 8 " 1' - 3 5 / 8 " 1' - 3 5 / 8 " 1' - 3 5 / 8 " 04 AF 2 AF 02 AF 04 AFH MENMENMENMEN 105 WOMENWOMENWOMENWOMEN 104 5'-5 3/8"5'-5 3/8"5'-5 3/8"5'-5 3/8" 3'-1"3'-1"3'-1"3'-1" 3'-1"3'-1"3'-1"3'-1" 5'-8"5'-8"5'-8"5'-8" 1' - 3 5 / 8 " 1' - 3 5 / 8 " 1' - 3 5 / 8 " 1' - 3 5 / 8 " 4' - 1 1 5 / 8 " 4' - 1 1 5 / 8 " 4' - 1 1 5 / 8 " 4' - 1 1 5 / 8 " 3' - 4 1 / 2 " 3' - 4 1 / 2 " 3' - 4 1 / 2 " 3' - 4 1 / 2 " 4' - 4 1 / 4 " 4' - 4 1 / 4 " 4' - 4 1 / 4 " 4' - 4 1 / 4 " 3' - 9 3 / 8 " 3' - 9 3 / 8 " 3' - 9 3 / 8 " 3' - 9 3 / 8 " 1'-9 1/4" 1'-9 1/4" 1'-9 1/4" 1'-9 1/4" 1 1'- 7 5/8" 1 1'- 7 5/8" 1 1'- 7 5/8" 1 1'- 7 5/8" 30.0° T17 T17 T17 T17 T17 T17 T17 T17 T20 T19 T20 T19 T19 T3 3 T21 T21 2 AF 5 5 55 5 T2 T11 T11 Q NJ A218 1 2 3 4 GUARD CHGGUARD CHGGUARD CHGGUARD CHG 257 GUARDSGUARDSGUARDSGUARDS 258 T18 T5 T1 T2 DDDD DDDD DDDD DDDD DDDD T3 22 22 22 B 22 BW 4' - 8 " 4' - 8 " 4' - 8 " 4' - 8 " 4' - 7 3 / 8 " 4' - 7 3 / 8 " 4' - 7 3 / 8 " 4' - 7 3 / 8 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 4' - 4 5 / 8 " 4' - 4 5 / 8 " 4' - 4 5 / 8 " 4' - 4 5 / 8 " 7'-0"7'-0"7'-0"7'-0" 2'-0"2'-0"2'-0"2'-0" 1'-8"1'-8"1'-8"1'-8"11'-8"11'-8"11'-8"11'-8" 1'-0"1'-0"1'-0"1'-0" 8 7 .5 ° T8 T6 T17 22 22 DDDD DDDD 5 T7 T9 T9 E13 E14 EB EC ED EE T5 T17 T17T17 T2T2T2 T1 15 A 15 A T19 T20 T4 T3 2 EEEEEEEEEEEEEEEE 21 EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE M. TEAM LOCKERM. TEAM LOCKERM. TEAM LOCKERM. TEAM LOCKER A107 W. TEAM LOCKERSW. TEAM LOCKERSW. TEAM LOCKERSW. TEAM LOCKERS A106 4'-5 1/2"4'-5 1/2"4'-5 1/2"4'-5 1/2" V.I.F.V.I.F.V.I.F.V.I.F. 4'-5 1/2"4'-5 1/2"4'-5 1/2"4'-5 1/2" V.I.F.V.I.F.V.I.F.V.I.F. EXISTING LOCKERSEXISTING LOCKERSEXISTING LOCKERSEXISTING LOCKERS TO REMAINTO REMAINTO REMAINTO REMAIN EXISTING LOCKERSEXISTING LOCKERSEXISTING LOCKERSEXISTING LOCKERS TO REMAINTO REMAINTO REMAINTO REMAIN EXISTING LOCKERSEXISTING LOCKERSEXISTING LOCKERSEXISTING LOCKERS TO REMAINTO REMAINTO REMAINTO REMAIN 4'-5 1/2"4'-5 1/2"4'-5 1/2"4'-5 1/2" V.I.F.V.I.F.V.I.F.V.I.F. SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/4" = 1'-0" 10 / 3 1 / 2 0 1 6 2 : 5 8 : 4 0 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 ENLARGED PLANS A401 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/4" = 1'-0"3 ENLARGED LOCKER ROOM TOILET ACCESSORIES SCHEDULE No. Description Type Comments T1 HAND DRYER T2 HAND SOAP DISPENSER OWNER SUPPLY - GC INSTALL T3 TIOLET PAPER DISPENSER OWNER SUPPLY - GC INSTALL T4 SURFACE-MOUNTED SANITARY NAPKIN DISPOSAL T5 TOILET GRAB BAR SET: 36" BACK & 42" SIDE & 18" VERTICAL T6 SHOWER GRAB BAR SET: TWO-WALL AND 18" VERTICAL T7 HEAVY DUTY SHOWER CURTAIN ROD W STAINLESS STEEL CURTAIN HOOKS T8 SHOWER SOAP DISPENSER OWNER SUPPLY - GC INSTALL T9 TOWEL HOOK T10 WALL MOUNTED HAIR DRYER T11 BABY CHANGING STATION T12 Surface-Mounted Multi-Roll Toilet Tissue Dispenser Satin Finish T14 SHOWER PARTITION T15 Bobrick Vertical Baby Changing Station - Koala Kare KB101-05 CONTRACTOR SUPPLIED/ INSTALLED T16 Mop-Broom Holder w/5 Holders 48" W T17 SURFACE-MOUNTED TOILET SEAT COVER DISPENSER T18 SHOWER GRAB BAR SET: TWO-WALL AND 18" VERTICAL T19 Partition-Mounted Dual-Sided Multi-Roll Toilet Tissue Dispenser Satin Finish T20 Partition-Mounted Sanitary Napkin Disposal Satin Finish T21 AMBULATORY TOILET GRAB BAR 42" SIDES AND 18" VERTICALS 1/4" = 1'-0" LOCKER TYPES LOCKER TYPE LOCATION MARK ROOM NO. ROOM NAME DESCRIPTION MATERIAL A 221 W. LOCKERS 2 TIER Z PLAM1 A 231 M. LOCKERS 2 TIER Z PLAM1 B 3 TIER PHENOLIC B 123 STRENGTH 3 TIER PHENOLIC C 212 FAM CHANGING 4 TIER PHENOLIC D 123 STRENGTH 2 TIER PHENOLIC D 258 GUARDS 2 TIER PHENOLIC E 107 M. TEAM LOCKER 2 TIER MATCH EXISTING 1/4" = 1'-0"4 LOWER LEVEL RESTROOM 1/4" = 1'-0"7 GUARDS CHANGING 1/4" = 1'-0"8 TEAM LOCKER ROOMS AH A219 13 14 15 16 A219 19 20 18 17 T1 T2 T2 T1 3 5 / 8 " 3 5 / 8 " 3 5 / 8 " 3 5 / 8 " 1' - 1 0 5 / 8 " 1' - 1 0 5 / 8 " 1' - 1 0 5 / 8 " 1' - 1 0 5 / 8 " 4' - 0 1 / 8 " 4' - 0 1 / 8 " 4' - 0 1 / 8 " 4' - 0 1 / 8 " 5' - 1 " 5' - 1 " 5' - 1 " 5' - 1 " 6"6"6"6" 3' - 5 5 / 8 " 3' - 5 5 / 8 " 3' - 5 5 / 8 " 3' - 5 5 / 8 " 1' - 7 3 / 8 " 1' - 7 3 / 8 " 1' - 7 3 / 8 " 1' - 7 3 / 8 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 1' - 1 0 5 / 8 " 1' - 1 0 5 / 8 " 1' - 1 0 5 / 8 " 1' - 1 0 5 / 8 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 5' - 2 " 5' - 2 " 5' - 2 " 5' - 2 " 3 5 / 8 " 3 5 / 8 " 3 5 / 8 " 3 5 / 8 " 2' - 8 " 2' - 8 " 2' - 8 " 2' - 8 " 4' - 3 5 / 8 " 4' - 3 5 / 8 " 4' - 3 5 / 8 " 4' - 3 5 / 8 " 1' - 3 5 / 8 " 1' - 3 5 / 8 " 1' - 3 5 / 8 " 1' - 3 5 / 8 " 1' - 1 0 " 1' - 1 0 " 1' - 1 0 " 1' - 1 0 " 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " T17 T17 T15 5'-1"5'-1"5'-1"5'-1" 3'-1 1/2"3'-1 1/2"3'-1 1/2"3'-1 1/2" 7 3/8"7 3/8"7 3/8"7 3/8" 4'-8 1/2"4'-8 1/2"4'-8 1/2"4'-8 1/2" 7 5/8"7 5/8"7 5/8"7 5/8"5'-3 7/8"5'-3 7/8"5'-3 7/8"5'-3 7/8"3'-1 1/2"3'-1 1/2"3'-1 1/2"3'-1 1/2"5'-1"5'-1"5'-1"5'-1" WOMENWOMENWOMENWOMEN 204 MENMENMENMEN 203 LOBBYLOBBYLOBBYLOBBY 202 120.0° 2'-8"2'-8"2'-8"2'-8"1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " T5 T5 T20 T19 T12 T4 5'-1 3/8"5'-1 3/8"5'-1 3/8"5'-1 3/8" 1'-5 5/8"1'-5 5/8"1'-5 5/8"1'-5 5/8" 02 AF 02 AF 02 AF 3 02 AF 13 AF 02 AF 02 AF 3 02 AF 4 15 15 02 AF 4 AF 12 AF 13 AF 12 AF 4 4 01 2 AF T17 T11 8 F A219 6 5 8 7 T5 T5 T2T2 T1T1 MENMENMENMEN 110 WOMENWOMENWOMENWOMEN 111 T3 T4 T3 6'-5"6'-5"6'-5"6'-5" 6"6"6"6" 6'-5"6'-5"6'-5"6'-5" 8"8"8"8" 1' - 1 0 " 1' - 1 0 " 1' - 1 0 " 1' - 1 0 " 8"8"8"8" 8' - 6 " 8' - 6 " 8' - 6 " 8' - 6 " 110 111 B BBBB 02 AF 13 AF 02 AF 02 AF 55 04 0808 01 08 AF 02 AF 02 AF 02 AF 01 02 AF T17 T17 5' - 0 1 / 4 " 5' - 0 1 / 4 " 5' - 0 1 / 4 " 5' - 0 1 / 4 " 4' - 1 7 / 8 " 4' - 1 7 / 8 " 4' - 1 7 / 8 " 4' - 1 7 / 8 " 3'-6 1/2"3'-6 1/2"3'-6 1/2"3'-6 1/2" 3'-4 1/2"3'-4 1/2"3'-4 1/2"3'-4 1/2" 6'-8 5/8"6'-8 5/8"6'-8 5/8"6'-8 5/8" T11 1 T11 1 E9 E10 E11 Q 9 EG EH P M M.6 N 6.4 A215 1 A2227 M. LOCKERSM. LOCKERSM. LOCKERSM. LOCKERS 231 M. TOILETSM. TOILETSM. TOILETSM. TOILETS 233 M. SHOWERSM. SHOWERSM. SHOWERSM. SHOWERS 232 M. LOCKERS 2M. LOCKERS 2M. LOCKERS 2M. LOCKERS 2 A103 M. LOCKERSM. LOCKERSM. LOCKERSM. LOCKERS 231 FAM CHANGINGFAM CHANGINGFAM CHANGINGFAM CHANGING 212 ACR1ACR1ACR1ACR1 213 W. LOCKERSW. LOCKERSW. LOCKERSW. LOCKERS 221 JANJANJANJAN 229 W. TOILETSW. TOILETSW. TOILETSW. TOILETS 223 ACR2ACR2ACR2ACR2 214 CHGCHGCHGCHG 215 ACR3ACR3ACR3ACR3 216 KIDS TKIDS TKIDS TKIDS T 207 M. TOILETSM. TOILETSM. TOILETSM. TOILETS 233 W. SHOWERSW. SHOWERSW. SHOWERSW. SHOWERS 222 MECHANICALMECHANICALMECHANICALMECHANICAL A102 15'-2"15'-2"15'-2"15'-2" 1'-0"1'-0"1'-0"1'-0" 3'-8"3'-8"3'-8"3'-8" 2'-10"2'-10"2'-10"2'-10" 4'-8"4'-8"4'-8"4'-8"14'-0"14'-0"14'-0"14'-0"4'-8"4'-8"4'-8"4'-8"16'-0"16'-0"16'-0"16'-0" 1 3 5 .0 ° 1 3 5 .0 ° 1'-8 7/8" 1'-8 7/8" 1'-8 7/8" 1'-8 7/8" 9 2 . 5 ° 116.0 ° 5'-0"5'-0"5'-0"5'-0" 9'-1 1/4"9'-1 1/4"9'-1 1/4"9'-1 1/4"6'-0"6'-0"6'-0"6'-0" 6'-0"6'-0"6'-0"6'-0" 5'-11 7/8"5'-11 7/8"5'-11 7/8"5'-11 7/8" 5'-10 3/8"5'-10 3/8"5'-10 3/8"5'-10 3/8" 2' - 9 " 2' - 9 " 2' - 9 " 2' - 9 " 6' - 4 " 6' - 4 " 6' - 4 " 6' - 4 " 6' - 2 " 6' - 2 " 6' - 2 " 6' - 2 " 2' - 8 3 / 8 " 2' - 8 3 / 8 " 2' - 8 3 / 8 " 2' - 8 3 / 8 " 1' - 1 1 5 / 8 " 1' - 1 1 5 / 8 " 1' - 1 1 5 / 8 " 1' - 1 1 5 / 8 " 2' - 8 " 2' - 8 " 2' - 8 " 2' - 8 " 6' - 8 1 / 4 " 6' - 8 1 / 4 " 6' - 8 1 / 4 " 6' - 8 1 / 4 " 6' - 8 1 / 4 " 6' - 8 1 / 4 " 6' - 8 1 / 4 " 6' - 8 1 / 4 " 2' - 9 " 2' - 9 " 2' - 9 " 2' - 9 " 3' - 8 1 / 4 " 3' - 8 1 / 4 " 3' - 8 1 / 4 " 3' - 8 1 / 4 " 4 42.5° 45.0° 2'-3 7/8"2'-3 7/8"2'-3 7/8"2'-3 7/8" 2'-3 7/8"2'-3 7/8"2'-3 7/8"2'-3 7/8" 1'-5 1/2"1'-5 1/2"1'-5 1/2"1'-5 1/2" 3'-11"3'-11"3'-11"3'-11" 3'-11 3/8"3'-11 3/8"3'-11 3/8"3'-11 3/8" 2'-0 1/2"2'-0 1/2"2'-0 1/2"2'-0 1/2" 1'-10 1/2"1'-10 1/2"1'-10 1/2"1'-10 1/2" 2'-8 1/2"2'-8 1/2"2'-8 1/2"2'-8 1/2" 1'-5 1/2"1'-5 1/2"1'-5 1/2"1'-5 1/2" 1'-6 1/2"1'-6 1/2"1'-6 1/2"1'-6 1/2" 1'-7 1/4"1'-7 1/4"1'-7 1/4"1'-7 1/4" 1'-6 1/4"1'-6 1/4"1'-6 1/4"1'-6 1/4" 1'-6 3/4"1'-6 3/4"1'-6 3/4"1'-6 3/4" 1'-6 1/4"1'-6 1/4"1'-6 1/4"1'-6 1/4" 1'-6 3/4"1'-6 3/4"1'-6 3/4"1'-6 3/4" 1'-6 1/4"1'-6 1/4"1'-6 1/4"1'-6 1/4" 1'-6 1/4"1'-6 1/4"1'-6 1/4"1'-6 1/4" 2'-1 3/4"2'-1 3/4"2'-1 3/4"2'-1 3/4" 1' - 5 1 / 4 " 1' - 5 1 / 4 " 1' - 5 1 / 4 " 1' - 5 1 / 4 " 3' - 5 1 / 4 " 3' - 5 1 / 4 " 3' - 5 1 / 4 " 3' - 5 1 / 4 " 5' - 1 3 / 4 " 5' - 1 3 / 4 " 5' - 1 3 / 4 " 5' - 1 3 / 4 " 1' - 5 7 / 8 " 1' - 5 7 / 8 " 1' - 5 7 / 8 " 1' - 5 7 / 8 " 7' - 6 3/16" 7' - 6 1 / 8 " 7' - 6 1 / 8 " 7' - 6 1 / 8 " 7' - 6 1 / 8 " 7'-6 1/4"7'-6 1/4"7'-6 1/4"7'-6 1/4" 3' - 7 " 3' - 7 " 3' - 7 " 3' - 7 " 5' - 3 " 5' - 3 " 5' - 3 " 5' - 3 " 3' - 6 7 / 8 " 3' - 6 7 / 8 " 3' - 6 7 / 8 " 3' - 6 7 / 8 " 3' - 1 3 / 8 " 3' - 1 3 / 8 " 3' - 1 3 / 8 " 3' - 1 3 / 8 " 4' - 1 1 " 4' - 1 1 " 4' - 1 1 " 4' - 1 1 " 6' - 3 1 / 2 " 6' - 3 1 / 2 " 6' - 3 1 / 2 " 6' - 3 1 / 2 " 6' - 4 " 6' - 4 " 6' - 4 " 6' - 4 " 6' - 3 1 / 2 " 6' - 3 1 / 2 " 6' - 3 1 / 2 " 6' - 3 1 / 2 " 6' - 4 " 6' - 4 " 6' - 4 " 6' - 4 " 6' - 0 " 6' - 0 " 6' - 0 " 6' - 0 " 8' - 2 3 / 8 " 8' - 2 3 / 8 " 8' - 2 3 / 8 " 8' - 2 3 / 8 " 5' - 6 " 5' - 6 " 5' - 6 " 5' - 6 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 2'-11 7/8"2'-11 7/8"2'-11 7/8"2'-11 7/8" 1'-10"1'-10"1'-10"1'-10" 8 3/8"8 3/8"8 3/8"8 3/8" 8'-9 5/8"8'-9 5/8"8'-9 5/8"8'-9 5/8" 2'-4"2'-4"2'-4"2'-4" 5'-4"5'-4"5'-4"5'-4" 4'-8"4'-8"4'-8"4'-8" 3'-4"3'-4"3'-4"3'-4" 2'-7 1/2"2'-7 1/2"2'-7 1/2"2'-7 1/2" 11'-9"11'-9"11'-9"11'-9"20'-9 5/8"20'-9 5/8"20'-9 5/8"20'-9 5/8" 5' - 3 1 / 2 " 5' - 3 1 / 2 " 5' - 3 1 / 2 " 5' - 3 1 / 2 " 3' - 9 5 / 8 " 3' - 9 5 / 8 " 3' - 9 5 / 8 " 3' - 9 5 / 8 " 4' - 3 1 / 4 " 4' - 3 1 / 4 " 4' - 3 1 / 4 " 4' - 3 1 / 4 " 2' - 2 " 2' - 2 " 2' - 2 " 2' - 2 " 5'-0 5/8"5'-0 5/8"5'-0 5/8"5'-0 5/8" 4'-7"4'-7"4'-7"4'-7" 4'-7"4'-7"4'-7"4'-7" 3'-11 3/4"3'-11 3/4"3'-11 3/4"3'-11 3/4" 2'-8 1/4"2'-8 1/4"2'-8 1/4"2'-8 1/4" 2'-9"2'-9"2'-9"2'-9" 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 5' - 1 " 5' - 1 " 5' - 1 " 5' - 1 " 4' - 1 1 " 4' - 1 1 " 4' - 1 1 " 4' - 1 1 " 3'-11"3'-11"3'-11"3'-11" 4'-0"4'-0"4'-0"4'-0" 5'-9 1/4"5'-9 1/4"5'-9 1/4"5'-9 1/4" 5'-9"5'-9"5'-9"5'-9" 4' - 6 3 / 8 " 4' - 6 3 / 8 " 4' - 6 3 / 8 " 4' - 6 3 / 8 " 4' - 6 3 / 8 " 4' - 6 3 / 8 " 4' - 6 3 / 8 " 4' - 6 3 / 8 " 11 5'-8 5/8"5'-8 5/8"5'-8 5/8"5'-8 5/8" 4'-7"4'-7"4'-7"4'-7" 4'-7"4'-7"4'-7"4'-7" 6' - 6 " 6' - 6 " 6' - 6 " 6' - 6 " 6' - 6 " 6' - 6 " 6' - 6 " 6' - 6 " 6' - 3 " 6' - 3 " 6' - 3 " 6' - 3 " 6' - 3 " 6' - 3 " 6' - 3 " 6' - 3 " 6' - 9 " 6' - 9 " 6' - 9 " 6' - 9 " 5'-8 5/8"5'-8 5/8"5'-8 5/8"5'-8 5/8" 4'-7"4'-7"4'-7"4'-7" 4'-7"4'-7"4'-7"4'-7" 5'-8 5/8"5'-8 5/8"5'-8 5/8"5'-8 5/8" 4'-7"4'-7"4'-7"4'-7" 4'-7"4'-7"4'-7"4'-7" 5'-1 3/8"5'-1 3/8"5'-1 3/8"5'-1 3/8" EQEQEQEQ EQEQEQEQ 6' - 0 " 6' - 0 " 6' - 0 " 6' - 0 " EQEQEQEQ EQEQEQEQ 6'-10"6'-10"6'-10"6'-10" 6'-2 7/8"6'-2 7/8"6'-2 7/8"6'-2 7/8" 4' - 8 " 4' - 8 " 4' - 8 " 4' - 8 " 4' - 6 " 4' - 6 " 4' - 6 " 4' - 6 " EQEQEQEQ EQEQEQEQ EQEQEQEQ EQEQEQEQ 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 3'-0"3'-0"3'-0"3'-0" EQEQEQEQ EQEQEQEQ 6'-4"6'-4"6'-4"6'-4" 3'-0"3'-0"3'-0"3'-0" 3' - 7 " 3' - 7 " 3' - 7 " 3' - 7 " 3' - 7 " 3' - 7 " 3' - 7 " 3' - 7 " 5'-8"5'-8"5'-8"5'-8"5'-6 1/2"5'-6 1/2"5'-6 1/2"5'-6 1/2" 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 4'-0"4'-0"4'-0"4'-0" 3'-10"3'-10"3'-10"3'-10" 3'-0"3'-0"3'-0"3'-0" 6'-8"6'-8"6'-8"6'-8" 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 4' - 4 " 4' - 4 " 4' - 4 " 4' - 4 " 4' - 4 3 / 8 " 4' - 4 3 / 8 " 4' - 4 3 / 8 " 4' - 4 3 / 8 " 3'-9 3/8"3'-9 3/8"3'-9 3/8"3'-9 3/8" 3'-9 3/8"3'-9 3/8"3'-9 3/8"3'-9 3/8" 4'-7"4'-7"4'-7"4'-7" 5'-0 5/8"5'-0 5/8"5'-0 5/8"5'-0 5/8"5'-0 5/8"5'-0 5/8"5'-0 5/8"5'-0 5/8" 4'-7"4'-7"4'-7"4'-7"2'-0 1/4"2'-0 1/4"2'-0 1/4"2'-0 1/4" 3'-3 3/4"3'-3 3/4"3'-3 3/4"3'-3 3/4"3'-3"3'-3"3'-3"3'-3" 3'-1"3'-1"3'-1"3'-1"5'-6 3/4"5'-6 3/4"5'-6 3/4"5'-6 3/4"8'-9 3/4"8'-9 3/4"8'-9 3/4"8'-9 3/4"5'-7 5/8"5'-7 5/8"5'-7 5/8"5'-7 5/8" 3"3"3"3"5'-8 3/4" 5'-8 3/4" 5'-8 3/4" 5'-8 3/4" 5'-4 7/8" 5'-4 7/8" 5'-4 7/8" 5'-4 7/8" 3'-2"3'-2"3'-2"3'-2" 4'-6 1/4" 4'-6 1/4" 4'-6 1/4" 4'-6 1/4" 4'-9" 4'-9" 4'-9" 4'-9" 3'-4" 3'-4" 3'-4" 3'-4" 4'-10"4'-10"4'-10"4'-10"6'-0"6'-0"6'-0"6'-0" 1'-5 3/4" 1'-5 3/4" 1'-5 3/4" 1'-5 3/4" SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 07-21-16 50% DD 09-01-16 100% DD ES T E S V A L L E Y C O M M U N I T Y C E N T E R 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/4" = 1'-0" 10 / 3 1 / 2 0 1 6 2 : 5 8 : 5 6 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t Checker Author 10-31-2016 16003 ENLARGED WET AREA A402 1/4" = 1'-0"1 UPPER LEVEL RESTROOMS 1/4" = 1'-0"2 CONVENIENCE TOILETS 1/4" = 1'-0"3 ENLARGED LOCKER FLOOR DRAIN A3 AA1' - 4 " 1' - 4 " 1' - 4 " 1' - 4 " STONE VENEER CORNER RETURNSTONE VENEER CORNER RETURNSTONE VENEER CORNER RETURNSTONE VENEER CORNER RETURN STONE VENEERSTONE VENEERSTONE VENEERSTONE VENEER MORTAR ON LATH PER VENEER MFR'SMORTAR ON LATH PER VENEER MFR'SMORTAR ON LATH PER VENEER MFR'SMORTAR ON LATH PER VENEER MFR'S INSTRUCITONS FOR DIRECT LATHINSTRUCITONS FOR DIRECT LATHINSTRUCITONS FOR DIRECT LATHINSTRUCITONS FOR DIRECT LATH APPLICATION TO STUDSAPPLICATION TO STUDSAPPLICATION TO STUDSAPPLICATION TO STUDS MTL STUD BACK-UP WALL -MTL STUD BACK-UP WALL -MTL STUD BACK-UP WALL -MTL STUD BACK-UP WALL - EXACT CONFIGURATION ATEXACT CONFIGURATION ATEXACT CONFIGURATION ATEXACT CONFIGURATION AT CONTRACTOR'S DISCRETIONCONTRACTOR'S DISCRETIONCONTRACTOR'S DISCRETIONCONTRACTOR'S DISCRETION 1'-4"1'-4"1'-4"1'-4" HSS REF: STRUCTURALHSS REF: STRUCTURALHSS REF: STRUCTURALHSS REF: STRUCTURAL A6 1' - 0" INSULATION AND HAT CHANNEL MUSTINSULATION AND HAT CHANNEL MUSTINSULATION AND HAT CHANNEL MUSTINSULATION AND HAT CHANNEL MUST ALIGN WHEN SUBSTRATE CHANGESALIGN WHEN SUBSTRATE CHANGESALIGN WHEN SUBSTRATE CHANGESALIGN WHEN SUBSTRATE CHANGES FROM CMU TO STEEL STUDFROM CMU TO STEEL STUDFROM CMU TO STEEL STUDFROM CMU TO STEEL STUD FIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDING HAT CHANNELS, 16" OC TYP,HAT CHANNELS, 16" OC TYP,HAT CHANNELS, 16" OC TYP,HAT CHANNELS, 16" OC TYP, SECURED TO STUDSSECURED TO STUDSSECURED TO STUDSSECURED TO STUDS WATER AND AIR RESISTIVEWATER AND AIR RESISTIVEWATER AND AIR RESISTIVEWATER AND AIR RESISTIVE BARRIER AT RIGID INSULATION -BARRIER AT RIGID INSULATION -BARRIER AT RIGID INSULATION -BARRIER AT RIGID INSULATION - SEAMS TAPEDSEAMS TAPEDSEAMS TAPEDSEAMS TAPED HAT CHANNEL, 16" OC TYP, SECUREDHAT CHANNEL, 16" OC TYP, SECUREDHAT CHANNEL, 16" OC TYP, SECUREDHAT CHANNEL, 16" OC TYP, SECURED TO CMUTO CMUTO CMUTO CMU 1' - 0" CELL W STEEL ROD & FILLED CONCRETECELL W STEEL ROD & FILLED CONCRETECELL W STEEL ROD & FILLED CONCRETECELL W STEEL ROD & FILLED CONCRETE HAT CHANNEL FOR EDGEHAT CHANNEL FOR EDGEHAT CHANNEL FOR EDGEHAT CHANNEL FOR EDGE SUPPORT- SECURE TO STUDSSUPPORT- SECURE TO STUDSSUPPORT- SECURE TO STUDSSUPPORT- SECURE TO STUDS FIBER CEMENT SIDING,FIBER CEMENT SIDING,FIBER CEMENT SIDING,FIBER CEMENT SIDING, SECURE TO HAT CHANNELSSECURE TO HAT CHANNELSSECURE TO HAT CHANNELSSECURE TO HAT CHANNELS PER SIDING MFRPER SIDING MFRPER SIDING MFRPER SIDING MFR DOUBLE STUDS ATDOUBLE STUDS ATDOUBLE STUDS ATDOUBLE STUDS AT CLADDING TRANSITIONCLADDING TRANSITIONCLADDING TRANSITIONCLADDING TRANSITION PANEL TO PLANK TOP CAP / BACK PLATEPANEL TO PLANK TOP CAP / BACK PLATEPANEL TO PLANK TOP CAP / BACK PLATEPANEL TO PLANK TOP CAP / BACK PLATE EZ6-11 OR SIMEZ6-11 OR SIMEZ6-11 OR SIMEZ6-11 OR SIM SECURE TO HAT CHANNELSSECURE TO HAT CHANNELSSECURE TO HAT CHANNELSSECURE TO HAT CHANNELS HAT CHANNEL FOR EDGEHAT CHANNEL FOR EDGEHAT CHANNEL FOR EDGEHAT CHANNEL FOR EDGE SUPPORT- SECURE TO STUDSSUPPORT- SECURE TO STUDSSUPPORT- SECURE TO STUDSSUPPORT- SECURE TO STUDS FIBER CEMENT PANEL,FIBER CEMENT PANEL,FIBER CEMENT PANEL,FIBER CEMENT PANEL, SECURE TO HAT CHANNELSSECURE TO HAT CHANNELSSECURE TO HAT CHANNELSSECURE TO HAT CHANNELS PER SIDING MFRPER SIDING MFRPER SIDING MFRPER SIDING MFR WATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER AT RIGID INSULATION - SEAMSRIGID INSULATION - SEAMSRIGID INSULATION - SEAMSRIGID INSULATION - SEAMS TAPEDTAPEDTAPEDTAPED HAT CHANNEL FOR EDGEHAT CHANNEL FOR EDGEHAT CHANNEL FOR EDGEHAT CHANNEL FOR EDGE SUPPORT- SECURE TO STUDSSUPPORT- SECURE TO STUDSSUPPORT- SECURE TO STUDSSUPPORT- SECURE TO STUDS FIBER CEMENT PANEL,FIBER CEMENT PANEL,FIBER CEMENT PANEL,FIBER CEMENT PANEL, SECURE TO HAT CHANNELSSECURE TO HAT CHANNELSSECURE TO HAT CHANNELSSECURE TO HAT CHANNELS PER PANEL MFRPER PANEL MFRPER PANEL MFRPER PANEL MFR DOUBLE STUDS ATDOUBLE STUDS ATDOUBLE STUDS ATDOUBLE STUDS AT CLADDING TRANSITIONCLADDING TRANSITIONCLADDING TRANSITIONCLADDING TRANSITION FLASHING TAPE BEHINDFLASHING TAPE BEHINDFLASHING TAPE BEHINDFLASHING TAPE BEHIND JOINTJOINTJOINTJOINT FLASHING TAPE TO LAP CASINGFLASHING TAPE TO LAP CASINGFLASHING TAPE TO LAP CASINGFLASHING TAPE TO LAP CASING BEAD AT MORTAR EDGEBEAD AT MORTAR EDGEBEAD AT MORTAR EDGEBEAD AT MORTAR EDGE DRAINAGE MATDRAINAGE MATDRAINAGE MATDRAINAGE MAT MORTAR ON LATH - TERMINATEMORTAR ON LATH - TERMINATEMORTAR ON LATH - TERMINATEMORTAR ON LATH - TERMINATE AT JOINT WITH CASING BEADAT JOINT WITH CASING BEADAT JOINT WITH CASING BEADAT JOINT WITH CASING BEAD ADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEER 1/2" J-TRIM AT PANEL EDGEJ-TRIM AT PANEL EDGEJ-TRIM AT PANEL EDGEJ-TRIM AT PANEL EDGE EZ.8 OR SIMEZ.8 OR SIMEZ.8 OR SIMEZ.8 OR SIM BACKER ROD ANDBACKER ROD ANDBACKER ROD ANDBACKER ROD AND SEALANT IN 1/2" JOINTSEALANT IN 1/2" JOINTSEALANT IN 1/2" JOINTSEALANT IN 1/2" JOINT WATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER AT RIGID INSULATION - SEAMSRIGID INSULATION - SEAMSRIGID INSULATION - SEAMSRIGID INSULATION - SEAMS TAPEDTAPEDTAPEDTAPED FLASHING TAPE BEHINDFLASHING TAPE BEHINDFLASHING TAPE BEHINDFLASHING TAPE BEHIND JOINTJOINTJOINTJOINT FLASHING TAPE TO LAP CASINGFLASHING TAPE TO LAP CASINGFLASHING TAPE TO LAP CASINGFLASHING TAPE TO LAP CASING BEAD AT MORTAR EDGEBEAD AT MORTAR EDGEBEAD AT MORTAR EDGEBEAD AT MORTAR EDGE DRAINAGE MATDRAINAGE MATDRAINAGE MATDRAINAGE MAT MORTAR ON LATH - TERMINATEMORTAR ON LATH - TERMINATEMORTAR ON LATH - TERMINATEMORTAR ON LATH - TERMINATE AT JOINT WITH CASING BEADAT JOINT WITH CASING BEADAT JOINT WITH CASING BEADAT JOINT WITH CASING BEAD ADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEER HAT CHANNEL FOR EDGEHAT CHANNEL FOR EDGEHAT CHANNEL FOR EDGEHAT CHANNEL FOR EDGE SUPPORT- SECURE TO STUDSSUPPORT- SECURE TO STUDSSUPPORT- SECURE TO STUDSSUPPORT- SECURE TO STUDS FIBER CEMENT SIDING,FIBER CEMENT SIDING,FIBER CEMENT SIDING,FIBER CEMENT SIDING, SECURE TO HAT CHANNELSSECURE TO HAT CHANNELSSECURE TO HAT CHANNELSSECURE TO HAT CHANNELS PER PANEL MFRPER PANEL MFRPER PANEL MFRPER PANEL MFR DOUBLE STUDS ATDOUBLE STUDS ATDOUBLE STUDS ATDOUBLE STUDS AT CLADDING TRANSITIONCLADDING TRANSITIONCLADDING TRANSITIONCLADDING TRANSITION J-TRIM AT SIDING EDGEJ-TRIM AT SIDING EDGEJ-TRIM AT SIDING EDGEJ-TRIM AT SIDING EDGE EZ.40 OR SIMEZ.40 OR SIMEZ.40 OR SIMEZ.40 OR SIM BACKER ROD ANDBACKER ROD ANDBACKER ROD ANDBACKER ROD AND SEALANT IN 1/2" JOINTSEALANT IN 1/2" JOINTSEALANT IN 1/2" JOINTSEALANT IN 1/2" JOINT WATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER AT RIGID INSULATION - SEAMSRIGID INSULATION - SEAMSRIGID INSULATION - SEAMSRIGID INSULATION - SEAMS TAPEDTAPEDTAPEDTAPED 1/2" OUTSIDE CORNER LAP TRIMOUTSIDE CORNER LAP TRIMOUTSIDE CORNER LAP TRIMOUTSIDE CORNER LAP TRIM EZ.31 OR SIMEZ.31 OR SIMEZ.31 OR SIMEZ.31 OR SIM SECURE TO HAT CHANNELSSECURE TO HAT CHANNELSSECURE TO HAT CHANNELSSECURE TO HAT CHANNELS HAT CHANNELS FOR CORNERHAT CHANNELS FOR CORNERHAT CHANNELS FOR CORNERHAT CHANNELS FOR CORNER SUPPORT- SECURE TO STUDSSUPPORT- SECURE TO STUDSSUPPORT- SECURE TO STUDSSUPPORT- SECURE TO STUDS HAT CHANNLES, 16" OC,HAT CHANNLES, 16" OC,HAT CHANNLES, 16" OC,HAT CHANNLES, 16" OC, SECURE OT STUDSSECURE OT STUDSSECURE OT STUDSSECURE OT STUDS FIBER CEMENT SIDING,FIBER CEMENT SIDING,FIBER CEMENT SIDING,FIBER CEMENT SIDING, SECURE TO HAT CHANNELSSECURE TO HAT CHANNELSSECURE TO HAT CHANNELSSECURE TO HAT CHANNELS PER SIDING MFRPER SIDING MFRPER SIDING MFRPER SIDING MFR STEEL STUD CORNERSTEEL STUD CORNERSTEEL STUD CORNERSTEEL STUD CORNER WATER AND AIR BARRIERWATER AND AIR BARRIERWATER AND AIR BARRIERWATER AND AIR BARRIER AT RIGID INSULATION-AT RIGID INSULATION-AT RIGID INSULATION-AT RIGID INSULATION- SEAMS TAPEDSEAMS TAPEDSEAMS TAPEDSEAMS TAPED OUTSIDE CORNER PANEL TRIMOUTSIDE CORNER PANEL TRIMOUTSIDE CORNER PANEL TRIMOUTSIDE CORNER PANEL TRIM EZ.1 OR SIMEZ.1 OR SIMEZ.1 OR SIMEZ.1 OR SIM SECURE TO HAT CHANNELSSECURE TO HAT CHANNELSSECURE TO HAT CHANNELSSECURE TO HAT CHANNELS HAT CHANNELS FOR CORNERHAT CHANNELS FOR CORNERHAT CHANNELS FOR CORNERHAT CHANNELS FOR CORNER SUPPORT- SECURE TO STUDSSUPPORT- SECURE TO STUDSSUPPORT- SECURE TO STUDSSUPPORT- SECURE TO STUDS HAT CHANNLES, 16" OC,HAT CHANNLES, 16" OC,HAT CHANNLES, 16" OC,HAT CHANNLES, 16" OC, SECURE OT STUDSSECURE OT STUDSSECURE OT STUDSSECURE OT STUDS VERTICAL CEMENT SIDINGVERTICAL CEMENT SIDINGVERTICAL CEMENT SIDINGVERTICAL CEMENT SIDING PANEL, SECURE TO HATPANEL, SECURE TO HATPANEL, SECURE TO HATPANEL, SECURE TO HAT CHANNELS PER PANEL MFRCHANNELS PER PANEL MFRCHANNELS PER PANEL MFRCHANNELS PER PANEL MFR STEEL STUD CORNERSTEEL STUD CORNERSTEEL STUD CORNERSTEEL STUD CORNER WATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER AT RIGID INSULATION - SEAMSRIGID INSULATION - SEAMSRIGID INSULATION - SEAMSRIGID INSULATION - SEAMS TAPEDTAPEDTAPEDTAPED STONE VENEER CORNER RETURNSTONE VENEER CORNER RETURNSTONE VENEER CORNER RETURNSTONE VENEER CORNER RETURN DRAINAGE MAT - WARP ANDDRAINAGE MAT - WARP ANDDRAINAGE MAT - WARP ANDDRAINAGE MAT - WARP AND OVERLAP AT CORNEROVERLAP AT CORNEROVERLAP AT CORNEROVERLAP AT CORNER LATH - WRAP AROUND CORNERLATH - WRAP AROUND CORNERLATH - WRAP AROUND CORNERLATH - WRAP AROUND CORNER AND LAP AT FRAMING MEMBERAND LAP AT FRAMING MEMBERAND LAP AT FRAMING MEMBERAND LAP AT FRAMING MEMBER MORTAR PER VENEER MFRMORTAR PER VENEER MFRMORTAR PER VENEER MFRMORTAR PER VENEER MFR WEATHER AND AIR BARRIER ATWEATHER AND AIR BARRIER ATWEATHER AND AIR BARRIER ATWEATHER AND AIR BARRIER AT RIGID INSULATION - SEAMS ANDRIGID INSULATION - SEAMS ANDRIGID INSULATION - SEAMS ANDRIGID INSULATION - SEAMS AND CORNER TAPEDCORNER TAPEDCORNER TAPEDCORNER TAPED ADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEERADHERED STONE VENEER E14 2 HR FIRE WALL - TEMRINATES2 HR FIRE WALL - TEMRINATES2 HR FIRE WALL - TEMRINATES2 HR FIRE WALL - TEMRINATES AT NONCOMBUSTIBLEAT NONCOMBUSTIBLEAT NONCOMBUSTIBLEAT NONCOMBUSTIBLE CLADDING PER 706.5CLADDING PER 706.5CLADDING PER 706.5CLADDING PER 706.5 HORIZONTAL CONTINUITYHORIZONTAL CONTINUITYHORIZONTAL CONTINUITYHORIZONTAL CONTINUITY EXCEPTION 2EXCEPTION 2EXCEPTION 2EXCEPTION 2 NEW CMU UNSHADEDNEW CMU UNSHADEDNEW CMU UNSHADEDNEW CMU UNSHADED EXISTING CMU SHADEDEXISTING CMU SHADEDEXISTING CMU SHADEDEXISTING CMU SHADED HORIZONTAL SIDINGHORIZONTAL SIDINGHORIZONTAL SIDINGHORIZONTAL SIDING 7/8" HAT CHANNEL7/8" HAT CHANNEL7/8" HAT CHANNEL7/8" HAT CHANNEL 2" RIGID INSULATION2" RIGID INSULATION2" RIGID INSULATION2" RIGID INSULATION COMPRESSIBLE EXPANSIONCOMPRESSIBLE EXPANSIONCOMPRESSIBLE EXPANSIONCOMPRESSIBLE EXPANSION JOINT MATERIAL AT ALLJOINT MATERIAL AT ALLJOINT MATERIAL AT ALLJOINT MATERIAL AT ALL INTERSECTIONS OF OLD ANDINTERSECTIONS OF OLD ANDINTERSECTIONS OF OLD ANDINTERSECTIONS OF OLD AND NEW CMUNEW CMUNEW CMUNEW CMU COMPRESSIBLE EXPANSIONCOMPRESSIBLE EXPANSIONCOMPRESSIBLE EXPANSIONCOMPRESSIBLE EXPANSION JOINT MATERIAL AT ALLJOINT MATERIAL AT ALLJOINT MATERIAL AT ALLJOINT MATERIAL AT ALL INTERSECTIONS OF OLD ANDINTERSECTIONS OF OLD ANDINTERSECTIONS OF OLD ANDINTERSECTIONS OF OLD AND NEW CMUNEW CMUNEW CMUNEW CMU 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4 FLASHING TAPE WRAPS AROUNDFLASHING TAPE WRAPS AROUNDFLASHING TAPE WRAPS AROUNDFLASHING TAPE WRAPS AROUND CORNER AND INTO OPENING ATCORNER AND INTO OPENING ATCORNER AND INTO OPENING ATCORNER AND INTO OPENING AT JAMBJAMBJAMBJAMB STONE VENEER CORNER RETURNSTONE VENEER CORNER RETURNSTONE VENEER CORNER RETURNSTONE VENEER CORNER RETURN STONE VENEERSTONE VENEERSTONE VENEERSTONE VENEER MORTAR ON LATHMORTAR ON LATHMORTAR ON LATHMORTAR ON LATH BACKER ROD AND SEALANTBACKER ROD AND SEALANTBACKER ROD AND SEALANTBACKER ROD AND SEALANT BUILT-OUT JAMB WITHBUILT-OUT JAMB WITHBUILT-OUT JAMB WITHBUILT-OUT JAMB WITH CLOSED-CELL SPFCLOSED-CELL SPFCLOSED-CELL SPFCLOSED-CELL SPF LOW EXPANSION FOAM SEALANTLOW EXPANSION FOAM SEALANTLOW EXPANSION FOAM SEALANTLOW EXPANSION FOAM SEALANT CONTINUOUS AT PERIMETER FORCONTINUOUS AT PERIMETER FORCONTINUOUS AT PERIMETER FORCONTINUOUS AT PERIMETER FOR AIR BARRIER SEALAIR BARRIER SEALAIR BARRIER SEALAIR BARRIER SEAL FIRE RETARDANT TREATEDFIRE RETARDANT TREATEDFIRE RETARDANT TREATEDFIRE RETARDANT TREATED PLYWOOD JAMB EXTENSIONPLYWOOD JAMB EXTENSIONPLYWOOD JAMB EXTENSIONPLYWOOD JAMB EXTENSION 12-IN CMU12-IN CMU12-IN CMU12-IN CMU VENEER WRAPS INTO INTERIORVENEER WRAPS INTO INTERIORVENEER WRAPS INTO INTERIORVENEER WRAPS INTO INTERIOR B 3 3/ 8 " 3/ 8 " 3/ 8 " 3/ 8 " CORNER DETAIL REF:CORNER DETAIL REF:CORNER DETAIL REF:CORNER DETAIL REF: BACKER ROD AND SEALANTBACKER ROD AND SEALANTBACKER ROD AND SEALANTBACKER ROD AND SEALANT ALUMINUM STOREFRONT SYSTEMALUMINUM STOREFRONT SYSTEMALUMINUM STOREFRONT SYSTEMALUMINUM STOREFRONT SYSTEM REF: EXTERIOR FRAMESREF: EXTERIOR FRAMESREF: EXTERIOR FRAMESREF: EXTERIOR FRAMES LOW EXPANSION FOAM SEALANTLOW EXPANSION FOAM SEALANTLOW EXPANSION FOAM SEALANTLOW EXPANSION FOAM SEALANT CONTINUOUS AT PERIMETER FORCONTINUOUS AT PERIMETER FORCONTINUOUS AT PERIMETER FORCONTINUOUS AT PERIMETER FOR AIR BARRIER SEALAIR BARRIER SEALAIR BARRIER SEALAIR BARRIER SEAL /3 A403 FLASHING TAPE WRAPS INTO OPENINGFLASHING TAPE WRAPS INTO OPENINGFLASHING TAPE WRAPS INTO OPENINGFLASHING TAPE WRAPS INTO OPENING FIRE RETARDANT TREATEDFIRE RETARDANT TREATEDFIRE RETARDANT TREATEDFIRE RETARDANT TREATED PLYWOOD JAMB EXTENSIONPLYWOOD JAMB EXTENSIONPLYWOOD JAMB EXTENSIONPLYWOOD JAMB EXTENSION BUILT-OUT JAMB WITHBUILT-OUT JAMB WITHBUILT-OUT JAMB WITHBUILT-OUT JAMB WITH CLOSED-CELL SPFCLOSED-CELL SPFCLOSED-CELL SPFCLOSED-CELL SPF WEATHER AND AIR BARRIER ATWEATHER AND AIR BARRIER ATWEATHER AND AIR BARRIER ATWEATHER AND AIR BARRIER AT RIGID INSULATION - SEAMS ANDRIGID INSULATION - SEAMS ANDRIGID INSULATION - SEAMS ANDRIGID INSULATION - SEAMS AND CORNER TAPEDCORNER TAPEDCORNER TAPEDCORNER TAPED INTERIOR PARTITION REF:INTERIOR PARTITION REF:INTERIOR PARTITION REF:INTERIOR PARTITION REF: FLOOR PLANSFLOOR PLANSFLOOR PLANSFLOOR PLANS BACK TO BACK J-TRIMBACK TO BACK J-TRIMBACK TO BACK J-TRIMBACK TO BACK J-TRIM EZ.40 OR SIMEZ.40 OR SIMEZ.40 OR SIMEZ.40 OR SIM BACKER ROD AND SEALANTBACKER ROD AND SEALANTBACKER ROD AND SEALANTBACKER ROD AND SEALANT CONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETERCONTINUOUS AT PERIMETERFIRE RETARDANT TREATEDFIRE RETARDANT TREATEDFIRE RETARDANT TREATEDFIRE RETARDANT TREATED PLYWOOD EXENSION BOXPLYWOOD EXENSION BOXPLYWOOD EXENSION BOXPLYWOOD EXENSION BOX (STOREFRONT SITS WITIN A(STOREFRONT SITS WITIN A(STOREFRONT SITS WITIN A(STOREFRONT SITS WITIN A STUD WALL)STUD WALL)STUD WALL)STUD WALL) LOW EXPANSION FOAMLOW EXPANSION FOAMLOW EXPANSION FOAMLOW EXPANSION FOAM SEALANT CONTINUOUS ATSEALANT CONTINUOUS ATSEALANT CONTINUOUS ATSEALANT CONTINUOUS AT PERIMETER FOR AIRPERIMETER FOR AIRPERIMETER FOR AIRPERIMETER FOR AIR BARRIER SEALBARRIER SEALBARRIER SEALBARRIER SEAL FLASHING TAPE WRAPSFLASHING TAPE WRAPSFLASHING TAPE WRAPSFLASHING TAPE WRAPS INTO OPENINGINTO OPENINGINTO OPENINGINTO OPENING AIR AND WATER RESISTIVEAIR AND WATER RESISTIVEAIR AND WATER RESISTIVEAIR AND WATER RESISTIVE BARRIER AT RIGID INSULATION -BARRIER AT RIGID INSULATION -BARRIER AT RIGID INSULATION -BARRIER AT RIGID INSULATION - SEAMS AND CORNER TAPEDSEAMS AND CORNER TAPEDSEAMS AND CORNER TAPEDSEAMS AND CORNER TAPED SIDING OUTISDE CORNERSIDING OUTISDE CORNERSIDING OUTISDE CORNERSIDING OUTISDE CORNER DETAIL REF:DETAIL REF:DETAIL REF:DETAIL REF:/10 A403 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 4. 1. 10-31-16 PERMIT SET 12-19-16 BULLETIN #004 As indicated 12 / 1 6 / 2 0 1 6 1 1 : 5 9 : 2 8 A M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 PLAN DETAILS - EXTERIOR A403 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1" = 1'-0"11 STONE COLUMN 1" = 1'-0"8 WALL TYPE CHANGE ON GRID A5 3" = 1'-0"4 TRANSITION - SIDING TO PANEL 3" = 1'-0"5 TRANSITION PANEL TO STONE 3" = 1'-0"6 TRANSITION STONE TO SIDING 3" = 1'-0"1 OUTSIDE CORNER - HORZ SIDING 3" = 1'-0"2 OUTSIDE CORNER - VERT SIDING/PANEL 3" = 1'-0"3 OUTSIDE CORNER - STONE 1" = 1'-0"12 NEAR A9 AND EH 1 1/2" = 1'-0"9 NEAR GRIDS 9 AND L 1 1/2" = 1'-0"10 AT GRIDS B AND 3 1 1/2" = 1'-0"7 AT GRIDS P AND 10 AE 3 5/8" MTL STUDS @ CORNERS AND 16" O.C. MAX. 5/8" GYP BD 1 5/8" MTL STUDS @ 16" O.C. MAX. BRAKE METAL 7 1/2" 7 1/2" 7 1/2" 7 1/2" 6"6"6"6" 5/8"5/8"5/8"5/8" 5/8" 5/8" 5/8" 5/8" 6"6"6"6" 1'- 3 3/8" 1'- 3 3/8" 1'- 3 3/8" 1'- 3 3/8" 5/8" 5/8" 5/8" 5/8" 3 5/8" 3 5/8" 3 5/8" 3 5/8" 5/8" 5/8" 5/8" 5/8" STEEL TUBE COLUMN RE: STRUCTURE 1 2 0 .0 ° 1 5/8" 1 5/8" 1 5/8" 1 5/8" BRAKE METAL 3 5/8" MTL STUDS 5/8" TILE BACKER BD WAINSCOT & MR. GYP BD ABOVE RE: FINISHES 5/8" GYP BD BATT INSULATION BATT INSULATION 3 5/8" MTL STUDS 6" MTL STUDS 5/8" GYP BD 5/8"5/8"5/8"5/8" 3 5/8"3 5/8"3 5/8"3 5/8" 1'-5"1'-5"1'-5"1'-5" 3 5/8"3 5/8"3 5/8"3 5/8" 5/8"5/8"5/8"5/8" 2'-0 1/4"2'-0 1/4"2'-0 1/4"2'-0 1/4" BATT INSULATION 8 F 3 5/8" MTL STUDS 5/8" GYP BD STEEL COLUMN RE: STUCTURE 1 5/8" MTL STUDS WOOD SHIM HM DOR FRAME DOUBEL STUD 3 5/8" MTL STUDS DOOR JAMB BATT INSULATION 3 5/8" MTL STUDS 5/8" TILE BACKER BD WAINSCOT & MR. GYP BD ABOVE RE: FINISHES 5/ 8 " 5/ 8 " 5/ 8 " 5/ 8 " 8"8"8"8" 5 5 / 8 " 5 5 / 8 " 5 5 / 8 " 5 5 / 8 " 5/ 8 " 5/ 8 " 5/ 8 " 5/ 8 " 5/8"5/8"5/8"5/8" 3 5/8"3 5/8"3 5/8"3 5/8" 5/8"5/8"5/8"5/8" 3 3/4"3 3/4"3 3/4"3 3/4" 8 3/8"8 3/8"8 3/8"8 3/8" 5/8"5/8"5/8"5/8" 4 1/8"4 1/8"4 1/8"4 1/8" 5/8"5/8"5/8"5/8" 3 5/8"3 5/8"3 5/8"3 5/8" 5/8"5/8"5/8"5/8" A4 AF 3 5/8" MTL STUDS 5/8" GYP BD 5/8" 5/8" 5/8" 5/8" 8"8"8"8" 8"8"8"8" 5/8" 5/8" 5/8" 5/8" 5/8"5/8"5/8"5/8" 8"8"8"8" 7 3/8" 7 3/8" 7 3/8" 7 3/8" 5/8" 5/8"5/8"5/8"3 5/8" 3 5/8" 3 5/8" 3 5/8" 5/8" 5/8"5/8"5/8" HOLLOW STEEL COLUMN RE: STRUCTURE BATT INSULATION 8 E 3 5/8" MTL STUDS 5/8" GYP BD STEEL COLUMN RE:STRUCTURE1 5/8" MTL STUDS 5/ 8 " 5/ 8 " 5/ 8 " 5/ 8 " 3 5 / 8 " 3 5 / 8 " 3 5 / 8 " 3 5 / 8 " 5/ 8 " 5/ 8 " 5/ 8 " 5/ 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 11 3 / 8 " 6"6"6"6" 5/ 8 " 5/ 8 " 5/ 8 " 5/ 8 " 5/8"5/8"5/8"5/8" 8"8"8"8" 8"8"8"8" 5/8"5/8"5/8"5/8" A4 8 AH 3 5/8" MTL STUDS 5/8" HIGH IMPACT GYP BD 5/8"5/8"5/8"5/8" 9 1/8" 9 1/8" 9 1/8" 9 1/8" 3 3/4" 3 3/4" 3 3/4" 3 3/4" 5/8"5/8"5/8"5/8" 3 5/8" 3 5/8" 3 5/8" 3 5/8" 5/8" 5/8"5/8"5/8" 6 0 .0 ° 1 3/8" 1 3/8" 1 3/8" 1 3/8" 5/8" 5/8" 5/8" 5/8" 3 5/8" 3 5/8" 3 5/8" 3 5/8" 5/8" 5/8" 5/8" 5/8" 1'- 7 3/8" 1'- 7 3/8" 1'- 7 3/8" 1'- 7 3/8" 5/8" 5/8" 5/8" 5/8" 4 7/8" 4 7/8" 4 7/8" 4 7/8" 5/8" 5/8"5/8"5/8" 3 5/8" 3 5/8" 3 5/8" 3 5/8" 5/8"5/8"5/8"5/8" HOLLOW STEEL COLUMN RE: STRUCTURE 5/8" GYP BD TYPE X AH 3 5/8" MTL STUDS 5/8" GYP BD CMU TYP. 1 1/2" METAL FURRING 4 7/8" 4 7/8" 4 7/8" 4 7/8" 5/8" 5/8"5/8"5/8" 3 5/8" 3 5/8" 3 5/8" 3 5/8" 5/8" 5/8"5/8"5/8" SEALENT ELEVATOR DOOR JAMB CELL W/STEEL ROD & FILLED CONCRETE CMU WALL UL# 905 3 5/8" MTL STUDS 5/8" GYP BD TYPE X CMU TYP. UL #905 1 1/2" METAL FURRING 5' 9" TO GRID AH 5' 9" TO GRID AH 5' 9" TO GRID AH 5' 9" TO GRID AH BACKER ROD AND SEALANT CELL W STEEL ROD & FILLED CONCRETE 3 5/8" MTL STUDS 5/8" GYP BD 5/8" TILE BACKER BD WAINSCOT & MR. GYP BD ABOVE RE: FINISHES 5' 9 5/8" TO GRID AD 5' 9 5/8" TO GRID AD 5' 9 5/8" TO GRID AD 5' 9 5/8" TO GRID AD 5/8" 5/8"5/8"5/8" 3 5/8" 3 5/8" 3 5/8" 3 5/8" 5/8"5/8"5/8"5/8" 2'-0 1/4" 2'-0 1/4" 2'-0 1/4" 2'-0 1/4" 5/8" 5/8"5/8"5/8" 1 2 0 . 0 ° 6" MTL STUDS BRAKE METAL BRAKE METAL BATT INSULATION AD 3 5/8" MTL STUDS 5/8" GYP BD 5/8"5/8"5/8"5/8" 8"8"8"8" 1'-0" 1'-0" 1'-0" 1'-0" 5/8"5/8"5/8"5/8" HOLLOW STEEL COLUMN RE: STRUCTURE BATT INSULATION 7 C 3 5/8" MTL STUDS 5/8" GYP BD 16" O.C. MAX. STEEL COLUMN RE: STRUCTURE 1 5/8" MTL STUDS 5/ 8 " 5/ 8 " 5/ 8 " 5/ 8 " 10 " 10 " 10 " 10 " 2' - 3 3 / 4 " 2' - 3 3 / 4 " 2' - 3 3 / 4 " 2' - 3 3 / 4 " 5/ 8 " 5/ 8 " 5/ 8 " 5/ 8 " 3 5 / 8 " 3 5 / 8 " 3 5 / 8 " 3 5 / 8 " 5/ 8 " 5/ 8 " 5/ 8 " 5/ 8 " 5/8"5/8"5/8"5/8" 3 5/8"3 5/8"3 5/8"3 5/8" 5/8"5/8"5/8"5/8" 5 3/8"5 3/8"5 3/8"5 3/8" 8"8"8"8" 5/8"5/8"5/8"5/8" 5/8" TILE BACKER BD WAINSCOT & MR. GYP BD ABOVE RE: FINISHES B 6 2 1/2" CH MTL STUDS 5/8" GYP BD 1 5/8" MTL STUDS 16" O.C. MAX. STEEL COLUMN RE: STRUCTURE 5/8"5/8"5/8"5/8" 3 5/8"3 5/8"3 5/8"3 5/8" 5/8"5/8"5/8"5/8" 3 1/4"3 1/4"3 1/4"3 1/4" 5/ 8 " 5/ 8 " 5/ 8 " 5/ 8 " 5 3 / 8 " 5 3 / 8 " 5 3 / 8 " 5 3 / 8 " 6"6"6"6" 1"1"1"1" 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 5/ 8 " 5/ 8 " 5/ 8 " 5/ 8 " 1" SHAFT LIENAR 5/8" GYP BD 3 5/8" MTL STUDS 5/8" GYP BD 5/8" HIGH IMPACT GYP BD 5/8" HIGH IMPACT GYP BD 2 1/2" E MTL STUDS AT CORNERS 3 5/8" MTL STUDS 5/8" GYP BD 6 0 . 0 ° 5/8" 5/8" 5/8" 5/8" 3 5/8" 3 5/8" 3 5/8" 3 5/8" 5/8" 5/8" 5/8" 5/8" 1 1 1 1 3/8" T O A XIS A 3 1 1 1 1 3/8" T O A XIS A 3 1 1 1 1 3/8" T O A XIS A 3 1 1 1 1 3/8" T O A XIS A 3 5/ 8 " 5/ 8 " 5/ 8 " 5/ 8 " 3 5 / 8 " 3 5 / 8 " 3 5 / 8 " 3 5 / 8 " 5/ 8 " 5/ 8 " 5/ 8 " 5/ 8 " BRAKE METAL 7 5/8" GYP BD 5/8" TILE BACKER BD WAINSCOT & MR. GYP BD ABOVE RE: FINISHES 6" MTL STUDS 3 5/8" MTL STUDS STEEL COLUMN RE : STRUCTURE 30.0° 5/8" TILE BACKER BD WAINSCOT & MR. GYP BD ABOVE RE: FINISHES 1 5/8" METAL STUD 5/8" 5/8" 5/8" 5/8" 1'- 4 1/2" 1'- 4 1/2" 1'- 4 1/2" 1'- 4 1/2" 5/8" 5/8" 5/8" 5/8"5/8"5/8"5/8"5/8" 3 5/8" 3 5/8" 3 5/8" 3 5/8" 5/8"5/8"5/8"5/8" 5 3/8" 5 3/8" 5 3/8" 5 3/8" 5/8"5/8"5/8"5/8" 5/8"5/8"5/8"5/8" 1'-10 1/2" 1'-10 1/2" 1'-10 1/2" 1'-10 1/2" 5/8" 5/8"5/8"5/8" BATT INSULATION 8 E 3 5/8" MTL STUDS 5/8" GYP BD EXISTING STEEL COLUMN RE : STRUCTURE 5/8"5/8"5/8"5/8" 10"10"10"10" 5 3/8"5 3/8"5 3/8"5 3/8" 5/8"5/8"5/8"5/8" 6"6"6"6" 5/8"5/8"5/8"5/8" 1 2 0 . 0 ° 5/ 8 " 5/ 8 " 5/ 8 " 5/ 8 " 8"8"8"8" 8"8"8"8" 5/ 8 " 5/ 8 " 5/ 8 " 5/ 8 " 5/8"5/8"5/8"5/8" 3 5/8" 3 5/8" 3 5/8" 3 5/8" 5/8"5/8"5/8"5/8" 1'-10 1/2" 1'-10 1/2" 1'-10 1/2" 1'-10 1/2" 5/8"5/8"5/8"5/8" 10"10"10"10" 9"9"9"9" BATT INSULATION 6" MTL STUD BRAKE METAL 3 5/8" MTL STUDS 5/8" GYP BD 5' 6 7 / 8 " T O A X I S F 5' 6 7 / 8 " T O A X I S F 5' 6 7 / 8 " T O A X I S F 5' 6 7 / 8 " T O A X I S F 5/ 8 " 5/ 8 " 5/ 8 " 5/ 8 " 1' - 5 " 1' - 5 " 1' - 5 " 1' - 5 " 5/ 8 " 5/ 8 " 5/ 8 " 5/ 8 " 3 5 / 8 " 3 5 / 8 " 3 5 / 8 " 3 5 / 8 " 5/ 8 " 5/ 8 " 5/ 8 " 5/ 8 " 5/8"5/8"5/8"5/8" 1'-5 1/8"1'-5 1/8"1'-5 1/8"1'-5 1/8" 5/8"5/8"5/8"5/8" 3 5/8"3 5/8"3 5/8"3 5/8" 5/8"5/8"5/8"5/8" 1 2 0 .0 ° BRAKE METAL M.6 7.9 BRAKE MTL 15/8" METAL FURRING @ 16" O.C. 5/8" HIGH IMPACT GYP BD TYP. CMU BLOCK 3 5/8" MTL STUDS TILE BACKER BOARD 4 0 ' - 3 1 3 / 1 6 " 5/8"5/8"5/8"5/8" 3 5/8"3 5/8"3 5/8"3 5/8" 5/8"5/8"5/8"5/8" 2 7/8"2 7/8"2 7/8"2 7/8" 1'-2 3/8"1'-2 3/8"1'-2 3/8"1'-2 3/8" 6 3 / 8 " 6 3 / 8 " 6 3 / 8 " 6 3 / 8 " 3 5/8" MTL STUDS @ 16" O.C. 5/8" HIGH IMPACT GYP BD CELL W STEEL ROD & FILLED CONCRETE BACKER ROD AND SEALANT SCORED BLOCK FACE 6.4 5/8" GYP BD TYP. CMU BLOCK 3 5/8" MTL STUDS @ 16" O.C. MAX TYP 150.0° 1 2 0 . 0 ° 7 5/8"7 5/8"7 5/8"7 5/8" 3/8"3/8"3/8"3/8" BATT INSULATION BACKER ROD AND SEALANT BOTH SIDES SCORED BLOCK FACE CELL W/STEEL ROD & FILLED CONCRETE M 6" MTL STUD ADHERED STONE VENEER MORTAR PER VENEER MFR DRAINAGE MAT - WARP AND OVERLAP AT CORNER WEATHER AND AIR BARRIER AT RIGID INSULATION - SEAMS AND CORNER TAPED STEEL COLUMN RE: STRUCTURE 5/8" GYP. BOARD 5/ 8 " 5/ 8 " 5/ 8 " 5/ 8 " 3 7 / 8 " 3 7 / 8 " 3 7 / 8 " 3 7 / 8 " 5/ 8 " 5/ 8 " 5/ 8 " 5/ 8 " 6"6"6"6" 5/ 8 " 5/ 8 " 5/ 8 " 5/ 8 " 5 3 / 8 " 5 3 / 8 " 5 3 / 8 " 5 3 / 8 " 8"8"8"8" 5/ 8 " 5/ 8 " 5/ 8 " 5/ 8 " 5/8"5/8"5/8"5/8" 1'-4"1'-4"1'-4"1'-4" 5/8"5/8"5/8"5/8" BATT INSULATION LATH - WRAP AROUND CORNER AND LAP AT FRAMING MEMBER SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1 1/2" = 1'-0" 10 / 3 1 / 2 0 1 6 2 : 5 9 : 2 4 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 PLAN DETAILS - INTERIOR A404 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1 1/2" = 1'-0"1 PLAN DETAIL 01 1 1/2" = 1'-0"2 PLAN DETAIL 02 1 1/2" = 1'-0"3 PLAN DETAIL 03 1 1/2" = 1'-0"4 PLAN DETAIL 04 1 1/2" = 1'-0"5 PLAN DETAIL 05 1 1/2" = 1'-0"6 PLAN DETAIL 06 1 1/2" = 1'-0"7 PLAN DETAIL 07 1 1/2" = 1'-0"8 PLAN DETAIL 08 1 1/2" = 1'-0"9 PLAN DETAIL 09 1 1/2" = 1'-0"10 PLAN DETAIL 10 1 1/2" = 1'-0"11 PLAN DETAIL 11 1 1/2" = 1'-0"12 PLAN DETAIL 12 1 1/2" = 1'-0"13 PLAN DETAIL 13 1 1/2" = 1'-0"14 PLAN DETAIL 14 1 1/2" = 1'-0"15 PLAN DETAIL 15 1 1/2" = 1'-0"16 PLAN DETAIL 16 1 1/2" = 1'-0"17 PLAN DETAIL 17 1 1/2" = 1'-0"18 PLAN DETAIL 18 1 1/2" = 1'-0"19 PLAN DETAIL 19 WOOD SUPPORTS PROVIDE 2X BLOCKING IN PARTITION SOLID SURFACE TOP USE EDGE SPECIFIED 3/4" SUBSTRATE PLAM SKIRT ON 3/4" SUBSTRATE 1 1 / 4 " 4" 6"1' - 0"2' - 8 3 / 4 " 1' - 6" 2' - 0" 1 1 / 2 " 6" 8 1 / 2 " 1' - 2 " 4" 2' - 1 0 " PLAM DRAWER FACE WHITE MELAMINEWHITE MELAMINEWHITE MELAMINEWHITE MELAMINE INTERIORINTERIORINTERIORINTERIOR CABINET PULLS AND SATIN CHROME LOCKS, TYP., AT ALL DOORS AND DRAWERS. CHILDPROOF LATCHES,TYP. AT ALL DOORS AND DRAWERS AS NOTED ON ELEVATIONS AT KIDS' AREA. PLAM DRAWER FACES, TYP. RE: MILLWORK DETAILS FOR FINISH. SOLID SURFACE COUNTERTOPS TO HAVEEASED EDGE. AT COUNTERTOPS WITH PLAM FINISH - PROVIDE MATCHING PVC EDGE. BACKSPLASH (WHERE NOTED IN ELEVATIONS). RE: MILLWORK ELEVATIONS FOR FINISH. VB01, TYP., AT TOE KICK PROVIDE HANGING FILE DRAWER HARDWARE 2' - 2" AT KITCHEN MILLWORK, M19 2' - 0" 1 1 / 2 " 6" 1' - 1 0 1 / 2 " 4" 2' - 1 0 " PLAM CABINET DOOR WHITE MELAMINEWHITE MELAMINEWHITE MELAMINEWHITE MELAMINE INTERIORINTERIORINTERIORINTERIOR CABINET PULLS AND SATIN CHROME LOCKS AT DOORS, TYP. CHILDPROOF LATCHES,TYP.; AT ALL DOORS AND DRAWERS WHERE NOTED ON ELEVATIONS AT KIDS' AREA. PLAM ON FALSE DRAWER FACE SOLID SURFACE COUNTERTOP WITH EASED EDGE (AT COUNTERTOPS WITH PLAM FINISH PROVIDE A WATERFALL EDGE) BACKSPLASH (WHERE NOTED IN ELEVATIONS). RE: MILLWORK ELEVATIONS FOR FINISH. VB01, TYP., AT TOE KICK 4" 2 '- 2" AT KITCHEN MILLWORK, M19 2' - 0" 1 1 / 2 " 6" 1' - 1 0 1 / 2 " 4" 2' - 1 0 " ADJ. WHITE MELAMINE SHELF PLAM CABINET DOOR WHITE MELAMINEWHITE MELAMINEWHITE MELAMINEWHITE MELAMINE INTERIORINTERIORINTERIORINTERIOR CABINET PULLS AND SATIN CHROME LOCKS, TYP. CHILDPROOF LATCHES,TYP., AT ALL DOORS AND DRAWERS WHERE NOTED ON ELEVATIONS AT KIDS' AREA. PLAM DRAWER FACE RE: MILLWORK ELEVATIONS FOR FINISH. SOLID SURFACE COUNTERTOP TO HAVE EASED EDGES, TYP. PLAM COUNTERTOPS TO HAVE MATCHING PVC EDGE, TYP. BACKSPLASH (WHERE NOTED IN ELEVATIONS). RE: MILLWORK ELEVATIONS FOR FINISH. VB01, TYP., AT TOE KICK 2' - 2" AT KITCHEN MILLWORK, M19 2' - 0" 1 1 / 2 " 1' - 0 1 / 4 " 1' - 0 1 / 4 " 4" 2' - 6 " PLAM ON DRAWER FRONT, TYP.WHITE MELAMINEWHITE MELAMINEWHITE MELAMINEWHITE MELAMINE INTERIORINTERIORINTERIORINTERIOR CABINET PULLS WITH SATIN CHROME LOCKS & CHILDPROOF LATCHES,TYP. AT ALL DOORS AND DRAWERS WHERE NOTED ON ELEVATIONS RE: MILLWORK ELEVATIONS FOR COUNTERTOP FINISH. SOLID SURFACE COUNTERTOPS TO HAVE EASED EDGES, TYP.. PLAM COUNTERTOPS TO HAVE MATCHING PVC EDGES, TYP. RE: MILLWORK DETAILS FOR GROMMET LOCATIONS VB01, TYP., AT TOE KICK PROVIDE HANGING FILE DRAWER HARDWARE 3"CL (2) ADJ. WHITE MELAMINE SHELVES PLAM CABINET DOOR PLAM ON UNDERSIDE OF CABINET WHITE MELAMINEWHITE MELAMINEWHITE MELAMINEWHITE MELAMINE INTERIORINTERIORINTERIORINTERIOR DOOR PULL PLAM ON LIGHT VALANCE PROVIDE BLOCKING IN WALL COUNTERTOPCOUNTERTOPCOUNTERTOPCOUNTERTOP WITH BRACKETSWITH BRACKETSWITH BRACKETSWITH BRACKETS UPPER CABINETUPPER CABINETUPPER CABINETUPPER CABINET BASE CABINETBASE CABINETBASE CABINETBASE CABINET 3 DRAWER3 DRAWER3 DRAWER3 DRAWER BASE CABINETBASE CABINETBASE CABINETBASE CABINET SINKSINKSINKSINK BASE CABINETBASE CABINETBASE CABINETBASE CABINET DRAWER + DOORDRAWER + DOORDRAWER + DOORDRAWER + DOOR DESK CABINETDESK CABINETDESK CABINETDESK CABINET 2 FILE-DRAWER2 FILE-DRAWER2 FILE-DRAWER2 FILE-DRAWER A501 16 SA02 - SOLID SURFACE, REMOVEABLE BENCH TOPS TOPS TO BE DIVIDED INTO SECTIONS, SO THAT THEY CAN BE EASILY MOVED ALL SA02 EDGES TO BE EASED ALL EXPOSED OUTSIDE CORNERSALL EXPOSED OUTSIDE CORNERSALL EXPOSED OUTSIDE CORNERSALL EXPOSED OUTSIDE CORNERS TO HAVE A 1/2" RADIUS CORNERTO HAVE A 1/2" RADIUS CORNERTO HAVE A 1/2" RADIUS CORNERTO HAVE A 1/2" RADIUS CORNER ON SA02 SOLID SURFACE, TYP.ON SA02 SOLID SURFACE, TYP.ON SA02 SOLID SURFACE, TYP.ON SA02 SOLID SURFACE, TYP. ALL EXPOSED OUTSIDE CORNERSALL EXPOSED OUTSIDE CORNERSALL EXPOSED OUTSIDE CORNERSALL EXPOSED OUTSIDE CORNERS TO HAVE A 1/2" RADIUS CORNERTO HAVE A 1/2" RADIUS CORNERTO HAVE A 1/2" RADIUS CORNERTO HAVE A 1/2" RADIUS CORNER ON SA02 SOLID SURFACE, TYP.ON SA02 SOLID SURFACE, TYP.ON SA02 SOLID SURFACE, TYP.ON SA02 SOLID SURFACE, TYP. 1' - 3 1 / 2 " 1' - 3 1 / 2 " 1' - 3 1 / 2 " 1' - 3 1 / 2 " NOTE: THERE ARE (2) SEPARATE M261 POWER WALL LOCATIONS.NOTE: THERE ARE (2) SEPARATE M261 POWER WALL LOCATIONS.NOTE: THERE ARE (2) SEPARATE M261 POWER WALL LOCATIONS.NOTE: THERE ARE (2) SEPARATE M261 POWER WALL LOCATIONS. RE: PLAN FOR DIMENSIONS OF OTHER POWER WALLRE: PLAN FOR DIMENSIONS OF OTHER POWER WALLRE: PLAN FOR DIMENSIONS OF OTHER POWER WALLRE: PLAN FOR DIMENSIONS OF OTHER POWER WALL 1'-4 1/2"1'-4 1/2"1'-4 1/2"1'-4 1/2"19'-7 1/2"19'-7 1/2"19'-7 1/2"19'-7 1/2"1'-4 1/2"1'-4 1/2"1'-4 1/2"1'-4 1/2"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0" SA02 - SOLID SURFACE REMOVEABLE BENCH TOP WITH EASED EDGES COLUMN - RE: FINISH PLAN FOR FINISH ON COLUMNS PT23 - GYP BD. SIDE WALLS OF POWER WALLS, TYP. VB01 - 4" H. WALL BASE AT POWER WALLS COLUMN - RE: FINISH PLAN FOR FINISH ON COLUMNS 1' - 6 1 / 2 " 1' - 6 1 / 2 " 1' - 6 1 / 2 " 1' - 6 1 / 2 " SOLID SURFACE COUNTERTOP, APRON & BACKSPLASH W/ UNDERCOUNTER SINK 9" 1' - 6 1 / 2 " 3 1 / 2 " 3" 6" 2' - 0" 2' - 1 0 " INTERNAL WOOD SUPPORT PLAM- FACE ON 3/4" PLYWOOD, ALL EXPOSED EDGES BULLDOG CLIPS #655 GC TO PROVIDE 2X BLOCKING IN PARTITION REMOVABLE FACE MIRROR TRASH SURROUND BEYOND; FINISH END PANEL 2 1/2" HATCHED AREA INDICATES ADA CLEARANCE PLAM 7 FACE ON 3/4" PLYWOOD, ALL EXPOSED EDGES MIRROR, RE: MIRROR SCHEDULE 8"X8" SQUARE HOLE IN TOP; FINISH OPENING THE SAME AS COUNTER WOOD SUPPORT COUNTER TOP, RE: MILLWORK ELEV. FOR FINISHES DECORATIVE METAL PULL, HAFELE, 100-455-055 TYPICAL IN LOCKER ROOM WASTE RECEPTACLE BY OWNER WHITE MELAMINE INTERIOR STANDARD STAINLESS STEEL HINGE PROVIDE CONT 2X WOOD BLOCKING IN PARTITION TILE BASE PLAM ON 3/4" PART. PD. DOOR, RE: MILLWORK ELEV. FOR FINISHES NOTE: - PROVIDE FINISHED END PANEL/ DIVIDER AT CONNECTION TO PLUMBING SCREEN -CLEAR CALK ALL JOINTS TO ADJACENT PARTITIONS -CAP ALL EXPOSED SCREW HOLES AND HEADS WALL FINISH RE: FINISH PLANS 1' - 6 1 / 2 " 9" 3" 3 1 / 2 " 2' - 1 0 " 8" 4" 1' - 4" PLAM FACE ON 3/4" PLYWOOD, ALL EXPOSED EDGES 2' - 0" 1 1 / 2 " 2' - 4 1 / 2 " 4" 2' - 1 0 " PLAM CABINET DOORWHITE MELAMINEWHITE MELAMINEWHITE MELAMINEWHITE MELAMINE INTERIORINTERIORINTERIORINTERIOR CABINET PULLS AND SATIN CHROME LOCKS AT DOORS, TYP. CHILDPROOF LATCHES,TYP.; AT ALL DOORS AND DRAWERS WHERE NOTED ON ELEVATIONS AT KIDS' AREA. SOLID SURFACE COUNTERTOP WITH EASED EDGE (AT COUNTERTOPS WITH PLAM FINISH PROVIDE A WATERFALL EDGE) BACKSPLASH (WHERE NOTED IN ELEVATIONS). RE: MILLWORK ELEVATIONS FOR FINISH. VB01, TYP., AT TOE KICK 4" 2 '- 2" AT KITCHEN MILLWORK, M19 SA01 SOLID SURFACE TOP REMOVABLE BENCH CAP 8'-0" SECTIONS MAX. 2X STUDS @24" O.C. 3/4" PLYWOOD BRACE 48" O.C. PROVIDE GROMMETS IN FACE OF WALL AT EACH CARDIO EQUIPMENT. 3/4" PLYWOOD PLAM1 ELECTRICAL CONDUIT ELECTRICAL AND TV OUTLET 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1'-0"1'-0"1'-0"1'-0" THICK RUBBER FLOORING RB01 BASE SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 2 : 5 9 : 3 0 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 MILLWORK SCHEDULE AND TYPICAL DETAILS A501 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1" = 1'-0"15 MILLWORK TYPICAL DETAILS MILLWORK SCHEDULE ITEM # ROOM NAME/ NUMBER COMMENTS M102 LOUNGE 102 SOLID SURFACE COUNTERTOPS WITH PLAM AND METAL FRONTS AT FRONT CONTROL DESK AND BACK COUNTER M104 WOMEN RESTROOM 104 SOLID SURFACE COUNTERTOP/ BACKSPLASH. PLAM REMOVEALE FRONTS AT VANITY M105 MEN'S RESTROOM 105 SOLID SURFACE COUNTERTOP/ BACKSPLASH. PLAM REMOVEALE FRONTS AT VANITY M107.1 STAFF 107 PLAM COUNTERTOPS. PLAM UPPER AND LOWER BASE CABINETS M107.2 STAFF107 PLAM COUNTERTOPS. PLAM UPPER AND LOW ER BASE CABINETS M112.1 KITCHEN 112 SOLID SURFACE COUNTERTOP AND BACKSPLASH. PLAM UPPER AND LOWER BASE CABINETS M112.2 KITCHEN112 SOLID SURFACE COUNTERTOP AND BACKSPLASH. PLAM UPPER AND LOWER BASE CABINETS M114 CLASSROOM 114 SOLID SURFACE COUNTERTOP AND BACKSPLASH. PLAM UPPER AND LOWER BASE CABINETS M124 MP GROUP EX. 124 PLAM OVER PARTICAL BD WITH MATCHING PVC EDGE M142.1 COMMUNITY KITCHEN 142 SOLID SURFACE COUNTERTOP AND BACKSPLASH. PLAM UPPER AND LOWER BASE CABINETS M142.2 COMMUNITY KITCHEN 142 SOLID SURFACE COUNTERTOP AND BACKSPLASH. PLAM UPPER AND LOWER BASE CABINETS M142.3 COMMUNITY KITCHEN 142 SOLID SURFACE COUNTERTOP AND BACKSPLASH. PLAM UPPER AND LOWER BASE CABINETS M202 LOBBY 202 SOLID SURFACE COUNTERTOPS WITH PLAM AND METAL FRONTS AT FRONT CONTROL DESK AND BACK COUNTER M203 MEN 203 SOLID SURFACE COUNTERTOP/ BACKSPLASH. PLAM REMOVEALE FRONTS AT VANITY M204 WOMEN 204 SOLID SURFACE COUNTERTOP/ BACKSPLASH. PLAM REMOVEALE FRONTS AT VANITY M205 KIDS LOBBY CABBIES 205 PLAM OVER PARTICAL BD WITH MATCHING PVC EDGE M206 OFFICE 206 PLAM COUNTERTOPS. PLAM UPPER AND LOW ER BASE CABINETS M211 PARTY 211 SOLID SURFACE COUNTERTOP AND BACKSPLASH. PLAM UPPER AND LOWER BASE CABINETS M221 W. LOCKERS 221 SOLID SURFACE COUNTERTOP/ BACKSPLASH. PLAM REMOVEALE FRONTS AT VANITY M221.1 W. LOCKERS 221 SOLID SURFACE COUNTERTOP/ BACKSPLASH. PLAM REMOVEALE FRONTS AT VANITY M223 W. TOILETS 223 SOLID SURFACE COUNTERTOP/ BACKSPLASH. PLAM REMOVEALE FRONTS AT VANITY M231.1 M. LOCKERS 231 SOLID SURFACE COUNTERTOP/ BACKSPLASH. PLAM REMOVEALE FRONTS AT VANITY M233 M. TOILETS 233 SOLID SURFACE COUNTERTOP/ BACKSPLASH. PLAM REMOVEALE FRONTS AT VANITY M261 CARDIO 261 POWER WALL - SOLID SURFACE REMOVEABLE TOP WITH PLAM SIDES M262 MP GROUP EX 262 PLAM OVER PARTICAL BD WITH MATCHING PVC EDGE M275 CONFERENCE 275 SOLID SURFACE COUNTERTOP/ BACKSPLASH. PLAM UPPER AND LOWER CABINETS M278 COPY 278 PLAM COUNTERTOPS. PLAM UPPER AND LOWER BASE CABINETS M284 TEMP 284 PLAM WORKSURFACE. PLAM FILE PEDESTALS M288 KID WATCH 288 SOLID SURFACE TOP WITH PLAM BASE CABINETS (ONE SIDE). DECORATIVE PLAM INLAID FRONT ON OTHER SIDE MA106 W. TEAM LOCKERS 106 SOLID SURFACE COUNTERTOP/ BACKSPLASH. PLAM REMOVEALE FRONTS AT VANITY 1/2" = 1'-0"17 M261 PLAN - CARDIO 261 1/2" = 1'-0"16 M261 ELEV. - CARDIO 261 1 1/2" = 1'-0"2 TYP. VANITY SECTION AT SINK 1 1/2" = 1'-0"1 TYP VANITY SECTION AT TRASH 1" = 1'-0"3 KITCHEN BASE CABINET SINK 1 1/2" = 1'-0"4 POWER WALL DETAIL T ectonic Copyrig ht 2007 W S 1 A211 5 3 A211 4 A502 14 1'-0 3/8"1'-0 3/8"1'-0 3/8"1'-0 3/8" 1'-9"1'-9"1'-9"1'-9" 2'-6"2'-6"2'-6"2'-6" 2'-6"2'-6"2'-6"2'-6" 2'-6"2'-6"2'-6"2'-6" 2'-6"2'-6"2'-6"2'-6" 2'-6"2'-6"2'-6"2'-6" 2"2"2"2" 1'-0"1'-0"1'-0"1'-0" SA01 SOLID SURFACE TOP WITH EASED EDGES LOCKABLE BASE CABINETS WITH WHITE MELAMINE INTERIORS AND (2) ADJUSTABLE SHELVES OPEN KNEE SPACE BELOW 1 1 5 0 . 0 ° A502 1 2 3 A502 15 / A50115 / A50115 / A50115 / A501 1'-6"1'-6"1'-6"1'-6" 2'-6"2'-6"2'-6"2'-6"1'-3"1'-3"1'-3"1'-3" 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " V.I.F.V.I.F.V.I.F.V.I.F. 15'-5 3/8"15'-5 3/8"15'-5 3/8"15'-5 3/8" 53' - 11 3/4"2 5 ' - 4 3 / 4 " 6.5°7 .6 ° 27 ' - 5 " 10 3/4" 10 3/4" 10 3/4" 10 3/4" 1 0 1 / 2 " 1 0 1 / 2 " 1 0 1 / 2 " 1 0 1 / 2 " 2 7 ' - 5 " 2'-2"2'-2"2'-2"2'-2" 1'-0"1'-0"1'-0"1'-0" 1 ' - 0 " 1 ' - 0 " 1 ' - 0 " 1 ' - 0 " 2'-4 1/2"2'-4 1/2"2'-4 1/2"2'-4 1/2" SEE-THROUGH METAL MESH AT TOP OF PARTIAL HEIGHT WALL. MET1 ON 2" W. TRIM AT BOTH SIDES OF METAL MESH TOP RETAIL DISPLAY CABINET WITH GLASS FRONT AND SLIDING DOORS WITH LOCKABLE BACK. 2 ADJUSTABLE GLASS SHELVES INSIDE RETAIL DISPLAY CABINET. SA01 - SOLID SURFACE WITH EASED EDGES AT ADA HEIGHT COUNTER. OPEN BELOW. PLAM1 ON FINISHED END PANEL BLACK METAL RIVETS, TYP. AT TRIM PIECES MET2 MET2 PLAM2 PLAM2 SA01 - SOLID SURFACE COUNTERTOPS WITH EASED EDGES WORKSURFACE BEYOND MET2 MET2 MET2 LAZER CUT-OUT METAL LOGO/ SIGNAGE METAL RODS THAT HOLD LAZER CUT-OUT SIGNAGE IN PLACE SEE-THROUGH METAL MESH AT TOP OF PARTIAL HEIGHT WALL.RECLAIMED WOOD BOARD SHELVES - STAIN ST01 BLACK IRON PIPE FITTING SUPPORTS UNDER SHELVES 2 " 2 " 2 " 2 " 2"2"2"2" WOOD AND METAL MESH CEILING ELEMENT 4" x 5/8" THICK STRAIGHT PART. BD. TRIM - COVER ALL EXPOSED SIDES OF TRIM IN MET1 VB01 AT TOEKICK 4"4"4"4" 3"3"3"3" 3 " 3 " 3 " 3 " 2 1/8"2 1/8"2 1/8"2 1/8" 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 10 " 10 " 10 " 10 " 2' - 6 1 / 2 " 2' - 6 1 / 2 " 2' - 6 1 / 2 " 2' - 6 1 / 2 " SA01 - SOLID SURFACE COUNTERTOPS WITH EASED EDGES BLACK METAL RIVETS AT CORNERS 4"4"4"4" 2' - 2 " 2' - 2 " 2' - 2 " 2' - 2 " 2' - 6 " 2' - 6 " 2' - 6 " 2' - 6 " OPEN OPEN 4' - 1 1 5 / 8 " 4' - 1 1 5 / 8 " 4' - 1 1 5 / 8 " 4' - 1 1 5 / 8 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 2' - 1 0 1 / 2 " 2' - 1 0 1 / 2 " 2' - 1 0 1 / 2 " 2' - 1 0 1 / 2 " 32.2° 2 5 . 2 °2 1 / 8 " 2 1 / 8 " 2 1 / 8 " 2 1 / 8 " 4"4"4"4" 2' - 8 " 2' - 8 " 2' - 8 " 2' - 8 " 4"4"4"4" 2' - 2 " 2' - 2 " 2' - 2 " 2' - 2 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " MET1 ON 2" W. TRIM AT BOTH SIDES OF METAL MESH TOP LAZER CUT-OUT METAL LOGO/ SIGNAGE METAL RODS THAT HOLD LAZER CUT-OUT SIGNAGE IN PLACE SEE-THROUGH METAL MESH AT TOP OF PARTIAL HEIGHT WALL. WOOD AND METAL MESH CEILING ELEMENT OPEN OPEN OPEN 1' - 5 1 / 4 " 1' - 5 1 / 4 " 1' - 5 1 / 4 " 1' - 5 1 / 4 " 5' - 2 1 / 4 " 5' - 2 1 / 4 " 5' - 2 1 / 4 " 5' - 2 1 / 4 " PLAM1PLAM1PLAM1PLAM1PLAM1PLAM1PLAM1PLAM1PLAM1PLAM1PLAM1PLAM1 PLAM1PLAM1PLAM1PLAM1 PLAM1PLAM1PLAM1PLAM1 PLAM1PLAM1PLAM1PLAM1 SA01SA01SA01SA01 2"2"2"2" VB01VB01VB01VB01 PLAM1PLAM1PLAM1PLAM1 15 / A50115 / A50115 / A50115 / A501 7 3 .0 ° 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 8"8"8"8" 7 3.0 ° 2 3/4"2 3/4"2 3/4"2 3/4" 1"1"1"1" 3'-0 3/4"3'-0 3/4"3'-0 3/4"3'-0 3/4" 1"1"1"1" 4 3/8"4 3/8"4 3/8"4 3/8" 7 1/8"7 1/8"7 1/8"7 1/8" 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 3' - 2 " 3' - 2 " 3' - 2 " 3' - 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 8 1 / 2 " 8 1 / 2 " 8 1 / 2 " 8 1 / 2 " 2' - 8 " 2' - 8 " 2' - 8 " 2' - 8 " 4"4"4"4" 2' - 2 " 2' - 2 " 2' - 2 " 2' - 2 " 4"4"4"4" 6"6"6"6" PLAM1PLAM1PLAM1PLAM1PLAM1PLAM1PLAM1PLAM1 PLAM1PLAM1PLAM1PLAM1 SA01SA01SA01SA01 SA01SA01SA01SA01SA01SA01SA01SA01 MET1MET1MET1MET1 PLAM1PLAM1PLAM1PLAM1 VB01VB01VB01VB01VB01VB01VB01VB01 RETAIL DISPLAY CABINET WITH GLASS FRONT AND SLIDING DOORS WITH LOCKABLE BACK. 2 ADJUSTABLE GLASS SHELVES INSIDE RETAIL DISPLAY CABINET. SA01 - SOLID SURFACE WITH EASED EDGES AT ADA HEIGHT COUNTER. OPEN BELOW. PLAM1 ON FINISHED END PANEL SA01 - SOLID SURFACE COUNTERTOPS WITH EASED EDGES BLACK IRON PIPE FITTING SUPPORTS UNDER SHELVES WOOD AND METAL MESH CEILING ELEMENT TRASH RECEPTACLEKNEE SPACE 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " PLAM1PLAM1PLAM1PLAM1 SA01 SOLID SURFACE TOP WITH EASED EDGES VB01 AT TOEKICK BLACK METAL RIVETS, TYP. AT TRIM PIECES OPEN PLAM2 ON PARTICAL BOARD RB02 10 " 10 " 10 " 10 " 2' - 8 " 2' - 8 " 2' - 8 " 2' - 8 " 4"4"4"4" SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 2 : 5 9 : 3 8 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 MILLWORK - LOBBY DESK A502 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/2" = 1'-0"13 M202 PLAN - LOBBY 202 1/2" = 1'-0"14 M202 ELEVATION - LOBBY 202 1/2" = 1'-0"1 M202 ELEVATION 2 - LOBBY 202 1/2" = 1'-0"2 M202 ELEVATION 3 - LOBBY 202 1" = 1'-0"3 M202 ELEVATION - LOBBY 202 3 WS2 W S3 A503 2 A503 3 OVERHEAD RECLAIMED BOARDS ON CEILING 2'- 6 3/4" 2'- 6 3/4" 2'- 6 3/4" 2'- 6 3/4" 2'- 1 0" 2'- 1 0" 2'- 1 0" 2'- 1 0" 4'- 1 3/4" 4'- 1 3/4" 4'- 1 3/4" 4'- 1 3/4" 3'-7 3/4"3'-7 3/4"3'-7 3/4"3'-7 3/4" 3'- 0 3/8" 3'- 0 3/8" 3'- 0 3/8" 3'- 0 3/8" 6'-6 1/2"6'-6 1/2"6'-6 1/2"6'-6 1/2"3'-11 1/2"3'-11 1/2"3'-11 1/2"3'-11 1/2" 2' - 9 " 2' - 9 " 2' - 9 " 2' - 9 " 5' - 3 " 5' - 3 " 5' - 3 " 5' - 3 " 2'-2"2'-2"2'-2"2'-2" 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 11'-5 3/8"11'-5 3/8"11'-5 3/8"11'-5 3/8" V.I.FV.I.FV.I.FV.I.F 4'-6 3/4"4'-6 3/4"4'-6 3/4"4'-6 3/4" V.I.F V.I.F V.I.F V.I.F 9'- 1" 9'- 1" 9'- 1" 9'- 1" 2' - 0 1 / 8 " 2' - 0 1 / 8 " 2' - 0 1 / 8 " 2' - 0 1 / 8 " 2'-0" 2'-0" 2'-0" 2'-0" 3'- 0" 3'- 0" 3'- 0" 3'- 0" 1'- 0 3/4" 1'- 0 3/4" 1'- 0 3/4" 1'- 0 3/4" 3'- 0" 3'- 0" 3'- 0" 3'- 0" 5 1/4" 5 1/4" 5 1/4" 5 1/4" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" SIGNAGE OVERHEAD 1 0'- 2 7/8" 1 0'- 2 7/8" 1 0'- 2 7/8" 1 0'- 2 7/8" SA01 ON UPPER AND LOWER SOLID SURFACE COUNTER TOPS. 1/2" RADIUS AT ALL OUTSIDE CORNERS, TYP. 1/2" RADIUS AT ALL OUTSIDE CORNERS, TYP. 1/2" RADIUS AT ALL OUTSIDE CORNERS, TYP. SA01 COUNTER WITH EASED EDGES, TYP. A503 4 A503 5 A503 6 A503 7 150.0° VB01 AT TOEKICK RECLAIMED WOOD BEAMS AT CEILING - STAIN ST01 PLAM1 ON TOP OF COLUMN MET1 ON COLUMN 1.5" THICK - RECLAIMED WOOD BOARD SHELVES - ST01 PLAM2 ON BACK WALL PLAM2 ON BACK WALLSA01 - SOLID SURFACE TOPS WITH EASHED EDGES, TYP. BLACKENED IRON PIPE FITTINGS AT FIXED SHELVES ANGLED CORNER 4"4"4"4" 3 " 3 " 3 " 3 "3"3"3"3" 4"4"4"4" 4"4"4"4" 3 " 3 " 3 " 3 " 2 1/8"2 1/8"2 1/8"2 1/8" 3" x 5/8" THICK ANGLED PART. BD. TRIM - COVER ALL EXPOSED SIDES OF TRIM IN MET1 4" x 5/8" THICK STRAIGHT PART. BD. TRIM - COVER ALL EXPOSED SIDES OF TRIM IN MET1 4" x 5/8" THICK STRAIGHT PART. BD. TRIM - COVER ALL EXPOSED SIDES OF TRIM IN MET1 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 8 1 / 2 " 8 1 / 2 " 8 1 / 2 " 8 1 / 2 " 2' - 6 1 / 2 " 2' - 6 1 / 2 " 2' - 6 1 / 2 " 2' - 6 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 14'-1 3/4"14'-1 3/4"14'-1 3/4"14'-1 3/4" METAL SIGNAGE OVERHEAD MILLWORK TO COORDINATE WITH LIGHTING/ELECTRICAL RUN "BOARDS" OF PLAM2 HORIZONTALLY, TYP. RUN "BOARDS" OF PLAM2 HORIZONTALLY, TYP. 4"4"4"4" 2' - 8 " 2' - 8 " 2' - 8 " 2' - 8 " 10 " 10 " 10 " 10 " 4' - 1 1 / 2 " 4' - 1 1 / 2 " 4' - 1 1 / 2 " 4' - 1 1 / 2 " 7' - 1 1 1 / 2 " 7' - 1 1 1 / 2 " 7' - 1 1 1 / 2 " 7' - 1 1 1 / 2 " 3 0 . 2 °31.1°3 8 . 3 ° 3 1/2"3 1/2"3 1/2"3 1/2"3 1/2"3 1/2"3 1/2"3 1/2" PLAM2PLAM2PLAM2PLAM2 MET2MET2MET2MET2 MET1MET1MET1MET1MET1MET1MET1MET1 MET2MET2MET2MET2 MET1MET1MET1MET1MET1MET1MET1MET1 PLAM2PLAM2PLAM2PLAM2 MET2MET2MET2MET2 SA01SA01SA01SA01SA01SA01SA01SA01 SA01SA01SA01SA01 PLAM1PLAM1PLAM1PLAM1 MET2MET2MET2MET2 PLAM2PLAM2PLAM2PLAM2 SA01SA01SA01SA01 MET1MET1MET1MET1 MET1MET1MET1MET1MET1MET1MET1MET1 PLAM2PLAM2PLAM2PLAM2 MET2MET2MET2MET2 SA01SA01SA01SA01SA01SA01SA01SA01 MET2MET2MET2MET2 MET2MET2MET2MET2 ST01ST01ST01ST01 ST01ST01ST01ST01 VB01VB01VB01VB01 MET1MET1MET1MET1MET1MET1MET1MET1 PLAM2PLAM2PLAM2PLAM2 MET2MET2MET2MET2 MET2MET2MET2MET2 MET1MET1MET1MET1 MET1MET1MET1MET1 MET1MET1MET1MET1MET1MET1MET1MET1 4" x 5/8" THICK STRAIGHT PART. BD. TRIM - COVER ALL EXPOSED SIDES OF TRIM IN MET1 VB01 TOEKICK ANGLED CORNER SA01 - SOLID SURFACE TOP WITH EASED EDGES. RECLAIMED WOOD BEAMS AT CEILING OVERHEAD METAL SIGNAGE ABOVE MILLWORK - COORDINATE WITH LIGHTING AND ELECTRICAL RECLAIMED WOOD BOARDS STAIN ST01 FOR FIXED SHELVES. WOOD BOARD SHELVES ARE 1.5" THICK, TYP. BLACKENED IRON PIPE FITTINGS SUPPORT FIXED BOARD SHELVES 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1' - 4 1 / 2 " 1' - 4 1 / 2 " 1' - 4 1 / 2 " 1' - 4 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 10 " 10 " 10 " 10 " 2' - 6 1 / 2 " 2' - 6 1 / 2 " 2' - 6 1 / 2 " 2' - 6 1 / 2 " 4"4"4"4" 3' - 1 0 " 3' - 1 0 " 3' - 1 0 " 3' - 1 0 " PLAM2 PLAM2 NOTE: RUN "BOARDS" OF PLAM2, HORIZONTALLY, TYP. NOTE: RUN "BOARDS" OF PLAM2, HORIZONTALLY, TYP. MET1 TRIM PIECES PROJECT APPROX. 5/8" IN FRONT OF PLAM AND MET2 FACES, TYP. 4"4"4"4" 4"4"4"4" 3 "3 " 3 " 3 " 4"4"4"4"3"3"3"3" 7' - 1 1 1 / 2 " 7' - 1 1 1 / 2 " 7' - 1 1 1 / 2 " 7' - 1 1 1 / 2 " VB01VB01VB01VB01 MET1MET1MET1MET1 SA01SA01SA01SA01 SA01SA01SA01SA01 MET2MET2MET2MET2 SA01SA01SA01SA01SA01SA01SA01SA01 MET2MET2MET2MET2 PLAM2PLAM2PLAM2PLAM2 PLAM2PLAM2PLAM2PLAM2 MET2MET2MET2MET2 VB01VB01VB01VB01 MET1MET1MET1MET1MET1MET1MET1MET1 MET1MET1MET1MET1MET1MET1MET1MET1 MET2MET2MET2MET2MET2MET2MET2MET2 MET2MET2MET2MET2 MET1MET1MET1MET1MET1MET1MET1MET1 PLAM2PLAM2PLAM2PLAM2 MET1MET1MET1MET1MET1MET1MET1MET1 PLAM2PLAM2PLAM2PLAM2 MET2MET2MET2MET2 MET2MET2MET2MET2 MET1MET1MET1MET1MET1MET1MET1MET1 PLAM2PLAM2PLAM2PLAM2 MET1MET1MET1MET1 MET2MET2MET2MET2 SA01SA01SA01SA01 MET1MET1MET1MET1 PLAM1PLAM1PLAM1PLAM1 ST01ST01ST01ST01 ST01ST01ST01ST01 1.5" THICK - RECLAIMED WOOD BOARD SHELVES - ST01 BLACKENED IRON PIPE FITTINGS AT FIXED SHELVES RECLAIMED WOOD BEAMS AT CEILING - STAIN ST01 SA01SA01SA01SA01 PLAM1PLAM1PLAM1PLAM1 VB01VB01VB01VB01 VB01VB01VB01VB01 ????PLAM1PLAM1PLAM1PLAM1 PLAM1PLAM1PLAM1PLAM1 MET1 ON COLUMN VB01 AT TOEKICK PLAM1 ON TOP OF COLUMN RUN "BOARDS" OF PLAM2 HORIZONTALLY, TYP. MILLWORK TO COORDINATE WITH LIGHTING/ELECTRICAL 4"4"4"4" 2' - 8 " 2' - 8 " 2' - 8 " 2' - 8 " 4"4"4"4" 3' - 8 " 3' - 8 " 3' - 8 " 3' - 8 " 11 1 / 2 " 11 1 / 2 " 11 1 / 2 " 11 1 / 2 " 7' - 1 1 1 / 2 " 7' - 1 1 1 / 2 " 7' - 1 1 1 / 2 " 7' - 1 1 1 / 2 " ST01ST01ST01ST01ST01ST01ST01ST01 SA01SA01SA01SA01 MET1MET1MET1MET1 PLAM1PLAM1PLAM1PLAM1 SA01SA01SA01SA01SA01SA01SA01SA01 1.5" THICK - RECLAIMED WOOD BOARD SHELVES - ST01 BLACKENED IRON PIPE FITTINGS AT FIXED SHELVES RECLAIMED WOOD BEAMS AT CEILING - STAIN ST01 MET1 ON COLUMN VB01 AT TOEKICK PLAM1 ON TOP OF COLUMN RUN "BOARDS" OF PLAM2 HORIZONTALLY, TYP. MILLWORK TO COORDINATE WITH LIGHTING/ELECTRICAL 4"4"4"4" 2' - 8 " 2' - 8 " 2' - 8 " 2' - 8 " 4"4"4"4" 4' - 7 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " 7' - 1 1 1 / 2 " 7' - 1 1 1 / 2 " 7' - 1 1 1 / 2 " 7' - 1 1 1 / 2 " VB01VB01VB01VB01 PLAM1PLAM1PLAM1PLAM1 SA01SA01SA01SA01SA01SA01SA01SA01 MET1MET1MET1MET1 PLAM1PLAM1PLAM1PLAM1 ST01ST01ST01ST01 ST01ST01ST01ST01 SA01SA01SA01SA01SA01SA01SA01SA01 PLAM1PLAM1PLAM1PLAM1 PLAM1PLAM1PLAM1PLAM1 SA01 ON UPPER AND LOWER SOLID SURFACE COUNTER TOPS. 4' - 1 1 / 2 " 4' - 1 1 / 2 " 4' - 1 1 / 2 " 4' - 1 1 / 2 " 10 " 10 " 10 " 10 " 2' - 8 " 2' - 8 " 2' - 8 " 2' - 8 " 4"4"4"4" VB01 AT TOEKICK SA01SA01SA01SA01 SA01SA01SA01SA01 PLAM1PLAM1PLAM1PLAM1 SA01SA01SA01SA01SA01SA01SA01SA01 PLAM1PLAM1PLAM1PLAM1 RECLAIMED WOOD BEAMS AT CEILING - STAIN ST01 PLAM1 ON TOP OF COLUMN MILLWORK TO COORDINATE WITH LIGHTING/ELECTRICAL MET1MET1MET1MET1 PLAM1PLAM1PLAM1PLAM1 7' - 1 1 1 / 2 " 7' - 1 1 1 / 2 " 7' - 1 1 1 / 2 " 7' - 1 1 1 / 2 " SA01SA01SA01SA01 PLAM1PLAM1PLAM1PLAM1 PLAM1PLAM1PLAM1PLAM1OPEN FOR TRASHOPEN OPEN PLAM1PLAM1PLAM1PLAM1 VB01VB01VB01VB01 RETAIL DISPLAY CABINET WITH GLASS FRONT AND SLIDING DOORS WITH LOCKABLE BACK. 2 ADJUSTABLE GLASS SHELVES INSIDE RETAIL DISPLAY CABINET. TRASH RECEPTACLE 4"4"4"4" 2' - 8 " 2' - 8 " 2' - 8 " 2' - 8 " 10 " 10 " 10 " 10 " 4' - 1 1 / 2 " 4' - 1 1 / 2 " 4' - 1 1 / 2 " 4' - 1 1 / 2 " SA01 ON UPPER AND LOWER SOLID SURFACE COUNTER TOPS. RECLAIMED WOOD BEAMS AT CEILING - STAIN ST01 MILLWORK TO COORDINATE WITH LIGHTING/ELECTRICAL VB01 AT TOEKICK SA01SA01SA01SA01 SA01SA01SA01SA01SA01SA01SA01SA01 VB01VB01VB01VB01 PLAM1PLAM1PLAM1PLAM1 PLAM1PLAM1PLAM1PLAM1PLAM1PLAM1PLAM1PLAM1PLAM1PLAM1PLAM1PLAM1 VB01VB01VB01VB01 7' - 1 1 1 / 2 " 7' - 1 1 1 / 2 " 7' - 1 1 1 / 2 " 7' - 1 1 1 / 2 " RETAIL DISPLAY CABINET WITH GLASS FRONT AND SLIDING DOORS WITH LOCKABLE BACK. 2 ADJUSTABLE GLASS SHELVES INSIDE RETAIL DISPLAY CABINET. TRASH RECEPTACLE SA01SA01SA01SA01 MET2MET2MET2MET2 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. DE V E L O P M E N T P L A N 1/2" = 1'-0" 10 / 3 1 / 2 0 1 6 2 : 5 9 : 4 7 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 MILLWORK - LOUNGE DESK A503 66 0 C O M M U N I T Y D R I V E E S T E S P A R K , C O 1/2" = 1'-0"1 M102 PLAN - LOUNGE 102 1/2" = 1'-0"2 M102 ELEVATION 1 - LOUNGE 102 1/2" = 1'-0"3 M102 ELEVATION 2 - LOUNGE 102 1/2" = 1'-0"4 M102 ELEVATION 3- LOUNGE 102 1/2" = 1'-0"5 M102 ELEVATION 4- LOUNGE 102 1/2" = 1'-0"6 M102 ELEVATION 5- LOUNGE 102 1/2" = 1'-0"7 M102 ELEVATION 6- LOUNGE 102 A504 4 1'-6 1/2"1'-6 1/2"1'-6 1/2"1'-6 1/2" 6"6"6"6" 1'-6 1/2"1'-6 1/2"1'-6 1/2"1'-6 1/2" 1'-6 1/2"1'-6 1/2"1'-6 1/2"1'-6 1/2" 6"6"6"6" 1'-6 1/2"1'-6 1/2"1'-6 1/2"1'-6 1/2" 8"8"8"8"8"8"8"8" V.I.F.V.I.F.V.I.F.V.I.F. 9'-10 1/4"9'-10 1/4"9'-10 1/4"9'-10 1/4" SA01 - SOLID SURFACE COUNTER WITH EASED EDGES AND BACKSPLASH 1/2" RADIUS, TYP. AT ALL OUTSIDE CORNERS OF COUNTERTOP UNDERCOUNTER SINKS, TYP. TRASH DROP HOLES 2' - 1 " 2' - 1 " 2' - 1 " 2' - 1 " A504 5 8"8"8"8" T R A S H D R O P V.I.F.V.I.F.V.I.F.V.I.F. 9'-10 1/2"9'-10 1/2"9'-10 1/2"9'-10 1/2" 2'-10 3/4"2'-10 3/4"2'-10 3/4"2'-10 3/4" 6"6"6"6" 3'-1"3'-1"3'-1"3'-1" 6"6"6"6" 2'-10 7/8"2'-10 7/8"2'-10 7/8"2'-10 7/8" 2' - 1 " 2' - 1 " 2' - 1 " 2' - 1 " A504 7 V.I.F.V.I.F.V.I.F.V.I.F. 12'-0"12'-0"12'-0"12'-0" 8"8"8"8"8"8"8"8"8"8"8"8" SA01 - SOLID SURFACE TOP AND BACKSPLASH TRASH DROP UNDERCOUNTER SINKS, TYP. 2'-6"2'-6"2'-6"2'-6"6"6"6"6"2'-7 1/2"2'-7 1/2"2'-7 1/2"2'-7 1/2"6"6"6"6"3'-0"3'-0"3'-0"3'-0"6"6"6"6"2'-4 1/2"2'-4 1/2"2'-4 1/2"2'-4 1/2" 1' - 9 " 1' - 9 " 1' - 9 " 1' - 9 " 4" 4"4"4" 3"3"3"3" 1' - 9 " 1' - 9 " 1' - 9 " 1' - 9 " 10 " 10 " 10 " 10 " 1'-0"1'-0"1'-0"1'-0" 2'-7"2'-7"2'-7"2'-7" 1'-0"1'-0"1'-0"1'-0" 2'-7 3/4"2'-7 3/4"2'-7 3/4"2'-7 3/4"2'-7 1/2"2'-7 1/2"2'-7 1/2"2'-7 1/2" SA01 - SOLID SURFACE COUNTER AND BACKSPLASH UNDERCOUNTER SINKS, TYP. PLAM1 ON ANGLED REMOVEABLE PANELS THAT HIDE PLUMBING, TYP. PLAM1 ON TRASH DOOR AND TRASH ENCLOSURE, TYP. 2'-10" H. COUNTERTOP WITH EASED EDGES 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 3' - 4 " 3' - 4 " 3' - 4 " 3' - 4 " 1 / A5011 / A5011 / A5011 / A5012 / A5012 / A5012 / A5012 / A501 PLAM1PLAM1PLAM1PLAM1SA01SA01SA01SA01SA01SA01SA01SA01 PLAM1PLAM1PLAM1PLAM1 PLAM1PLAM1PLAM1PLAM1 SOLID SURFACE COUNTERTOP WITH EASED EDGES AND BACKSPLASH - SA02 UNDERCOUNTER SINKS, TYP. PLAM1 ON TRASH DOOR AND TRASH ENCLOSURE PLAM1 ON REMOVEABLE ANGLED PANELS THAT COVER PLUMBING 2"2"2"2" 4" 4"4"4" 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " 3"3"3"3" 1' - 9 " 1' - 9 " 1' - 9 " 1' - 9 " 10 " 10 " 10 " 10 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 3' - 4 " 3' - 4 " 3' - 4 " 3' - 4 " 2'-7 3/4"2'-7 3/4"2'-7 3/4"2'-7 3/4" 1'-0"1'-0"1'-0"1'-0" 2'-7"2'-7"2'-7"2'-7" 1'-0"1'-0"1'-0"1'-0" 2'-7 3/4"2'-7 3/4"2'-7 3/4"2'-7 3/4" 1 / A5011 / A5011 / A5011 / A501 2 / A5012 / A5012 / A5012 / A501 PLAM1PLAM1PLAM1PLAM1PLAM1PLAM1PLAM1PLAM1 SA01SA01SA01SA01SA01SA01SA01SA01 PLAM1PLAM1PLAM1PLAM1 2'-1 1/2"2'-1 1/2"2'-1 1/2"2'-1 1/2" 1'-0"1'-0"1'-0"1'-0" 2'-6"2'-6"2'-6"2'-6" 1'-0"1'-0"1'-0"1'-0" 2'-1 1/2"2'-1 1/2"2'-1 1/2"2'-1 1/2" 1'-0"1'-0"1'-0"1'-0" 2'-3"2'-3"2'-3"2'-3" SA01 - SOLID SURFACE COUNTERTOP AND BACKSPLASH PLAM1 ON ANGLED, REMOVEABLE PANEL THAT COVERS PLUMBING PIPES PLAM1 ON TRASH DOOR AND TRASH ENCLOSURE UNDERCOUNTER SINKS, TYP. 4"4"4"4" 3"3"3"3" 1' - 9 " 1' - 9 " 1' - 9 " 1' - 9 " 10 " 10 " 10 " 10 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 2"2"2"2" 4"4"4"4" 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " 1 / A5011 / A5011 / A5011 / A501 2 / A5012 / A5012 / A5012 / A501 PLAM1PLAM1PLAM1PLAM1 PLAM1PLAM1PLAM1PLAM1 SA01SA01SA01SA01???? PLAM1PLAM1PLAM1PLAM1 PLAM1PLAM1PLAM1PLAM1 A504 12 2'-5 5/8"2'-5 5/8"2'-5 5/8"2'-5 5/8"1'-0"1'-0"1'-0"1'-0"2'-5 5/8"2'-5 5/8"2'-5 5/8"2'-5 5/8" 6"6"6"6" 8"8"8"8" TRASH DROP HOLE SA01 - SOLID SURFACE TOP AND BACKSPLASH UNDERCOUNTER SINKS, TYP. 1' - 1 1 7 / 8 " 1' - 1 1 7 / 8 " 1' - 1 1 7 / 8 " 1' - 1 1 7 / 8 " V.I.F.V.I.F.V.I.F.V.I.F. 5'-11 1/4"5'-11 1/4"5'-11 1/4"5'-11 1/4" 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " A504 13 V.I.F.V.I.F.V.I.F.V.I.F. 15'-0 3/8"15'-0 3/8"15'-0 3/8"15'-0 3/8" 1'-6 1/2"1'-6 1/2"1'-6 1/2"1'-6 1/2" 1'-9"1'-9"1'-9"1'-9" 6"6"6"6" 1'-9"1'-9"1'-9"1'-9" 1'-6 1/2"1'-6 1/2"1'-6 1/2"1'-6 1/2"7'-11 1/2"7'-11 1/2"7'-11 1/2"7'-11 1/2" 1' - 9 " 1' - 9 " 1' - 9 " 1' - 9 " 7"7"7"7" 6"6"6"6" 8"8"8"8" SA01 - SOLID SURFACE COUNTERTOP AND BACKSPLASH UNDERCOUNTER SINKS, TYP.TRASH DROP HOLE 7'-0 7/8"7'-0 7/8"7'-0 7/8"7'-0 7/8"7"7"7"7"7'-4 1/2"7'-4 1/2"7'-4 1/2"7'-4 1/2" A504 14 1'-10 1/2"1'-10 1/2"1'-10 1/2"1'-10 1/2" 6"6"6"6" 1'-4 1/2"1'-4 1/2"1'-4 1/2"1'-4 1/2" 1'-4 1/2"1'-4 1/2"1'-4 1/2"1'-4 1/2" 6"6"6"6" 1'-4 1/2"1'-4 1/2"1'-4 1/2"1'-4 1/2" 1'-4 1/2"1'-4 1/2"1'-4 1/2"1'-4 1/2" 6"6"6"6" MILLWORKER SCRIBE TO WALL 8"8"8"8"8"8"8"8"8"8"8"8" SA01 - SOLID SURFACE AND BACKSPLASH UNDERCOUNTER SINKS, TYP. 13'-2 3/4"13'-2 3/4"13'-2 3/4"13'-2 3/4" 135.0° 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " PLAM1 ON ANGLED REMOVEABLE PANELS THAT HIDE PLUMBING PIPES PLAM1 ON TRASH DOOR AND TRASH ENCLOSURE SA01- SOLID SURFACE COUNTER AND BACKSPLASH 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " 4"4"4"4" 2"2"2"2" 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 2'-5 5/8"2'-5 5/8"2'-5 5/8"2'-5 5/8" 1'-0"1'-0"1'-0"1'-0" 2'-5 5/8"2'-5 5/8"2'-5 5/8"2'-5 5/8" SA01SA01SA01SA01 SA01SA01SA01SA01 PLAM1PLAM1PLAM1PLAM1 PLAM1PLAM1PLAM1PLAM1 PLAM1PLAM1PLAM1PLAM1 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 2"2"2"2" 4"4"4"4" 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " 2' - 7 " 2' - 7 " 2' - 7 " 2' - 7 " 3"3"3"3" V.I.F.V.I.F.V.I.F.V.I.F. 15'-0 3/8"15'-0 3/8"15'-0 3/8"15'-0 3/8" 3'-0 3/8"3'-0 3/8"3'-0 3/8"3'-0 3/8" 1'-0"1'-0"1'-0"1'-0" 3'-0 3/8"3'-0 3/8"3'-0 3/8"3'-0 3/8"7'-11 5/8"7'-11 5/8"7'-11 5/8"7'-11 5/8" PLAM1 ON ANGLED REMOVEABLE PANELS THAT HIDE PLUMBING PIPES PLAM1 ON TRASH DOOR AND TRASH ENCLOSURE UNDERCOUNTER SINKS, TYP. SA01 COUNTERTOP AND BACKSPLASH. EASED EDGES AT SA01 COUNTER EDGE SA01SA01SA01SA01 SA01SA01SA01SA01 PLAM1PLAM1PLAM1PLAM1 PLAM1PLAM1PLAM1PLAM1 PLAM1PLAM1PLAM1PLAM1 SA01SA01SA01SA01SA01SA01SA01SA01 SA02 - SOLID SURFACE COUNTERTOP AND BACKSPLASH 1'-0"1'-0"1'-0"1'-0" 2'-3"2'-3"2'-3"2'-3" 1'-0"1'-0"1'-0"1'-0" 2'-3"2'-3"2'-3"2'-3" 1'-0"1'-0"1'-0"1'-0" 4'-1 1/4"4'-1 1/4"4'-1 1/4"4'-1 1/4" 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 2"2"2"2" 4"4"4"4" PLAM1 ON ANGLED , REMOVEABLE PANELS PLAM1 ON TRASH DOOR AND TRASH ENCLOSURE PLAM1 ON ANGLED , REMOVEABLE PANELS PLAM1 ON TRASH DOOR AND TRASH ENCLOSURE PLAM1PLAM1PLAM1PLAM1 SA02SA02SA02SA02???? PLAM1PLAM1PLAM1PLAM1 PLAM1PLAM1PLAM1PLAM1 PLAM1PLAM1PLAM1PLAM1 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/2" = 1'-0" 10 / 3 1 / 2 0 1 6 2 : 5 9 : 5 8 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 MILLWORK - RESTROOMS A504 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/2" = 1'-0"1 M104 PLAN - WOMEN'S RESTROOM 104 1/2" = 1'-0"2 M105 PLAN - MEN'S RESTROOM 105 1/2" = 1'-0"3 M106 PLAN - WOMEN'S TEAM LOCKERS A106 1/2" = 1'-0"4 M104 ELEVATION - WOMEN'S RESTROOM 104 1/2" = 1'-0"5 M105 ELEVATION 1 - MEN'S RESTROOM 105 1/2" = 1'-0"7 MA106 ELEVATION - WOMEN'S TEAM LOCKERS A106 1/2" = 1'-0"8 M221 PLAN - WOMEN'S LOCKERS 221 1/2" = 1'-0"9 M221.1 PLAN - WOMEN'S LOCKERS 221 1/2" = 1'-0"10 M231.1 PLAN - MEN'S LOCKERS 231 1/2" = 1'-0"12 M221 ELEV. - WOMEN'S LOCKERS 221 1/2" = 1'-0"13 M221.1 ELEV. - WOMEN'S LOCKERS 221 1/2" = 1'-0"14 M231.1 ELEV. - MEN'S LOCKERS 231 T D A505 2 V.I.F.V.I.F.V.I.F.V.I.F. 9'-0"9'-0"9'-0"9'-0" 2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"1'-6"1'-6"1'-6"1'-6" 9"9"9"9" 1' - 3 " 1' - 3 " 1' - 3 " 1' - 3 " 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 1"1"1"1" 1'-6"1'-6"1'-6"1'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6" 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 1' - 4 " 1' - 4 " 1' - 4 " 1' - 4 " 4"4"4"4" 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 2' - 4 1 / 2 " 2' - 4 1 / 2 " 2' - 4 1 / 2 " 2' - 4 1 / 2 " 4"4"4"4" 7' - 6 " 7' - 6 " 7' - 6 " 7' - 6 " V.I.F.V.I.F.V.I.F.V.I.F. 9'-1"9'-1"9'-1"9'-1" PLAM2PLAM2PLAM2PLAM2 PLAM3PLAM3PLAM3PLAM3PLAM3PLAM3PLAM3PLAM3 PLAM2PLAM2PLAM2PLAM2 RB02RB02RB02RB02 4 FE PANELS, PLAM 2 (DELETE RANGE) A505 4 5 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " V. I . F . V. I . F . V. I . F . V. I . F . 5' - 0 " 5' - 0 " 5' - 0 " 5' - 0 " 3'-0"3'-0"3'-0"3'-0" 3'-0"3'-0"3'-0"3'-0" 2"2"2"2" 2'-0"2'-0"2'-0"2'-0" V.I.F.V.I.F.V.I.F.V.I.F. 8'-2"8'-2"8'-2"8'-2" 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 4 " 1' - 4 " 1' - 4 " 1' - 4 " 4"4"4"4" 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 2' - 8 1 / 2 " 2' - 8 1 / 2 " 2' - 8 1 / 2 " 2' - 8 1 / 2 " 7' - 6 " 7' - 6 " 7' - 6 " 7' - 6 " 3'-0"3'-0"3'-0"3'-0" 3'-0"3'-0"3'-0"3'-0" 11"11"11"11" 1'-3"1'-3"1'-3"1'-3" 3'-0"3'-0"3'-0"3'-0" 2"2"2"2" 2'-0"2'-0"2'-0"2'-0" 8'-2"8'-2"8'-2"8'-2" PLAM2PLAM2PLAM2PLAM2 PLAM3PLAM3PLAM3PLAM3PLAM3PLAM3PLAM3PLAM3 PLAM2PLAM2PLAM2PLAM2 RB02RB02RB02RB02 2'-0"2'-0"2'-0"2'-0" 3'-0"3'-0"3'-0"3'-0" 5'-0"5'-0"5'-0"5'-0" 1'-3"1'-3"1'-3"1'-3" 9"9"9"9" 3'-0"3'-0"3'-0"3'-0" 4"4"4"4" 2' - 4 1 / 2 " 2' - 4 1 / 2 " 2' - 4 1 / 2 " 2' - 4 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 4"4"4"4" 1' - 4 " 1' - 4 " 1' - 4 " 1' - 4 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 7' - 6 " 7' - 6 " 7' - 6 " 7' - 6 " PLAM2PLAM2PLAM2PLAM2 PLAM2PLAM2PLAM2PLAM2 PLAM3PLAM3PLAM3PLAM3PLAM3PLAM3PLAM3PLAM3 STAINLESS STEEL SINK WITH GOOSENECK FAUCET WHITE MELAMINE INTERIORS WITH (2) ADJUSTABLE SHELVES, TYP. RB02RB02RB02RB02 3 / A5013 / A5013 / A5013 / A501 A5057 V.I.F. V.I.F. V.I.F. V.I.F. 5' - 7 1 / 4 " 5' - 7 1 / 4 " 5' - 7 1 / 4 " 5' - 7 1 / 4 " 5/ 8 " 5/ 8 " 5/ 8 " 5/ 8 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 2' - 6 " 2' - 6 " 2' - 6 " 2' - 6 " 5/ 8 " 5/ 8 " 5/ 8 " 5/ 8 " 2'-0"2'-0"2'-0"2'-0" V.I.F.V.I.F.V.I.F.V.I.F. 5'-7 1/2"5'-7 1/2"5'-7 1/2"5'-7 1/2" 5/8"5/8"5/8"5/8" 3'-0"3'-0"3'-0"3'-0" 2'-6"2'-6"2'-6"2'-6" 7/8"7/8"7/8"7/8" 4"4"4"4" 2' - 4 1 / 2 " 2' - 4 1 / 2 " 2' - 4 1 / 2 " 2' - 4 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 4"4"4"4" 1' - 4 " 1' - 4 " 1' - 4 " 1' - 4 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 7' - 6 " 7' - 6 " 7' - 6 " 7' - 6 " RB02RB02RB02RB02 PLAM2PLAM2PLAM2PLAM2 PLAM3PLAM3PLAM3PLAM3PLAM3PLAM3PLAM3PLAM3 PLAM2PLAM2PLAM2PLAM2 A505 12 11 3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0" 2"2"2"2" 2'-0"2'-0"2'-0"2'-0" 1' - 2 3 / 4 " 1' - 2 3 / 4 " 1' - 2 3 / 4 " 1' - 2 3 / 4 " 2' - 6 " 2' - 6 " 2' - 6 " 2' - 6 " 2' - 3 " 2' - 3 " 2' - 3 " 2' - 3 " 4"4"4"4" 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 1' - 3 " 1' - 3 " 1' - 3 " 1' - 3 " SA03 - SOLID SURFACE COUNTERTOP AND BACKSPLASH STAINLESS STEEL SINK AND GOOSENECK FAUCET 3'-0"3'-0"3'-0"3'-0" V.I.F.V.I.F.V.I.F.V.I.F. 11'-2"11'-2"11'-2"11'-2" V.I.F. V.I.F. V.I.F. V.I.F. 7' - 1 " 7' - 1 " 7' - 1 " 7' - 1 " 9"9"9"9" 1' - 3 1 / 4 " 1' - 3 1 / 4 " 1' - 3 1 / 4 " 1' - 3 1 / 4 " 9"9"9"9"1'-3"1'-3"1'-3"1'-3" 120.00° VB01 AT TOEKICK PLAM7 ON UPPER CABINETS PLAM7 AT BASE CABINETS SA03 - SOLID SURFACE COUNTER WITH 4" HIGH BACKSPLASH. (WHITE MELAMINE INTERIORS AT UPPER AND LOWER CABINETS - (2) ADJ. SHELVES INSIDE CABINETS, TYP. SATIN CHROME LOCKS, TYP. AT ALL DOORS 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 1' - 4 " 1' - 4 " 1' - 4 " 1' - 4 " 4"4"4"4" 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 2' - 4 1 / 2 " 2' - 4 1 / 2 " 2' - 4 1 / 2 " 2' - 4 1 / 2 " 4"4"4"4" 2'-6"2'-6"2'-6"2'-6" 2'-3"2'-3"2'-3"2'-3" 1'-1"1'-1"1'-1"1'-1" 1'-3"1'-3"1'-3"1'-3" 1'-2 3/8"1'-2 3/8"1'-2 3/8"1'-2 3/8" 2'-6"2'-6"2'-6"2'-6" 2'-3"2'-3"2'-3"2'-3" 4"4"4"4" 2'-0"2'-0"2'-0"2'-0" 7' - 6 " 7' - 6 " 7' - 6 " 7' - 6 " VB01 AT TOE KICK, TYP. AREA FOR MICROWAVE OVEN. COORDINATE WITH ELECTRICAL AND APPLIANCES AREA FOR REFRIGERATOR PLAM7 ON UPPER AND LOWER CABINETS. WHITE MELAMINE INTERIORS WITH (2) ADJUSTABLE SHELVES IN CABINETS, TYP. PLAM7 ON CABINETS, TYP. STAINLESS STEEL SINK WITH GOOSENECK FAUCET SATIN CHROME LOCKS, TYP. AT ALL CABINET DOORS AND DRAWERS 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 4 " 1' - 4 " 1' - 4 " 1' - 4 " 4"4"4"4" 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 2' - 4 1 / 2 " 2' - 4 1 / 2 " 2' - 4 1 / 2 " 2' - 4 1 / 2 " 4"4"4"4" 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " SA03 - SOLID SURFACE COUNTER AND 4" H. BACKSPLASH 1'-3"1'-3"1'-3"1'-3" 2"2"2"2" 1'-6"1'-6"1'-6"1'-6" 3'-0"3'-0"3'-0"3'-0" 2'-3"2'-3"2'-3"2'-3" 3'-0"3'-0"3'-0"3'-0" 2 1/2"2 1/2"2 1/2"2 1/2" 3'-0"3'-0"3'-0"3'-0" 3'-0"3'-0"3'-0"3'-0" 11'-2"11'-2"11'-2"11'-2" 7' - 6 " 7' - 6 " 7' - 6 " 7' - 6 " PLAM7PLAM7PLAM7PLAM7 SA03SA03SA03SA03 SA03SA03SA03SA03 PLAM7PLAM7PLAM7PLAM7 PLAM7PLAM7PLAM7PLAM7 PLAM7PLAM7PLAM7PLAM7 PLAM7PLAM7PLAM7PLAM7 A505 9 V.I.F.V.I.F.V.I.F.V.I.F. 7'-9"7'-9"7'-9"7'-9" 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 1' - 3 " 1' - 3 " 1' - 3 " 1' - 3 " 1/2" RADIUS1/2" RADIUS1/2" RADIUS1/2" RADIUS AT EXPOSEDAT EXPOSEDAT EXPOSEDAT EXPOSED OUTSIDE CORNEROUTSIDE CORNEROUTSIDE CORNEROUTSIDE CORNER SA01 - SOLID SURFACE TOP AND BACKSPLASH 3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"1'-6"1'-6"1'-6"1'-6" 1"1"1"1" PLAM1 ON UPPER CABINETS PLAM1 ON LOWER CABINETS, TYP. VB01 - 4" H. BASE AT TOE KICK1"1"1"1"1'-6"1'-6"1'-6"1'-6" 3'-0"3'-0"3'-0"3'-0" 3'-0"3'-0"3'-0"3'-0" SATIN CHROME LOCKS ON ALL DRAWERS AND DOORS, TYP. 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 4 " 1' - 4 " 1' - 4 " 1' - 4 " 4"4"4"4" 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 2' - 4 1 / 2 " 2' - 4 1 / 2 " 2' - 4 1 / 2 " 2' - 4 1 / 2 " 4"4"4"4" 7' - 6 " 7' - 6 " 7' - 6 " 7' - 6 " SA01 - SOLID SURFACE COUNTERTOP AND BACKSPLASH STAINLESS STEEL SINK WITH GOOSENECK FAUCET WHITE MELAMINE INTERIORS WITH (2) ADJUSTABLE SHELVES, TYP. PLAM1 ON FALSE SINK FRONT WHITE MELAMINE INTERIORS WITH (2) ADJUSTABLE SHELVES, TYP. 1"1"1"1"2'-0"2'-0"2'-0"2'-0" 2'-6"2'-6"2'-6"2'-6" 7'-7"7'-7"7'-7"7'-7" PLAM1PLAM1PLAM1PLAM1 SA01SA01SA01SA01 SA01SA01SA01SA01 PLAM1PLAM1PLAM1PLAM1 PLAM1PLAM1PLAM1PLAM1 PLAM1PLAM1PLAM1PLAM1 PLAM1PLAM1PLAM1PLAM1 VB01VB01VB01VB01 VB01VB01VB01VB01 A505 14 1'-3"1'-3"1'-3"1'-3" 3'-0"3'-0"3'-0"3'-0"3'-6"3'-6"3'-6"3'-6"3'-0"3'-0"3'-0"3'-0" 1"1"1"1" V.I.F.V.I.F.V.I.F.V.I.F. 10'-10"10'-10"10'-10"10'-10" 1' - 1 1 1 / 4 " 1' - 1 1 1 / 4 " 1' - 1 1 1 / 4 " 1' - 1 1 1 / 4 " 3/ 4 " 3/ 4 " 3/ 4 " 3/ 4 " 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " SA03 - SOLID SURFACE COUNTERTOP WITH EASED EDGES STAINLESS STEEL SINK WITH GOOSENECK FAUCET 1/2" RADIUS1/2" RADIUS1/2" RADIUS1/2" RADIUS OUTSIDE CORNEROUTSIDE CORNEROUTSIDE CORNEROUTSIDE CORNER AT KIDS' AREAAT KIDS' AREAAT KIDS' AREAAT KIDS' AREA A505 15 10'-10"10'-10"10'-10"10'-10" 4" 4"4"4" 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 2' - 8 1 / 2 " 2' - 8 1 / 2 " 2' - 8 1 / 2 " 2' - 8 1 / 2 " 3' - 2 " 3' - 2 " 3' - 2 " 3' - 2 " 1"1"1"1" 3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"1'-9"1'-9"1'-9"1'-9"VB02 AT TOEKICK 4"4"4"4" 0' - 4"4" RADIUS CORNER ON SA034" RADIUS CORNER ON SA034" RADIUS CORNER ON SA034" RADIUS CORNER ON SA03 SOLID SURFACE BACKSPLASHSOLID SURFACE BACKSPLASHSOLID SURFACE BACKSPLASHSOLID SURFACE BACKSPLASH PLAM4 ON DOORS AND DRAWERS, TYP. STAINLESS STEEL SINK AND GOOSENECK FAUCET PLAM4 ON FALSE SINK FRONT OPEN BEYOND SATIN CHROME LOCKS, TYP. AT ALL DOORS AND DRAWERS WHITE MELAMINE INTERIORS AT CABINETS WITH (2) ADJUSTABLE SHELVES CHILD-PROOF LATCHES AT ALL DRAWERS AND DOORS, TYP. PLAM4PLAM4PLAM4PLAM4PLAM4PLAM4PLAM4PLAM4 PLAM4PLAM4PLAM4PLAM4 PLAM4PLAM4PLAM4PLAM4 SA03SA03SA03SA03SA03SA03SA03SA03 VB02VB02VB02VB02 VB02VB02VB02VB02 GOOSENCECK FAUCET BEYOND SA03 - BACKSPLASH AT FRONT EDGE OPEN BEYOND 4"4"4"4" 2' - 6 " 2' - 6 " 2' - 6 " 2' - 6 " 4"4"4"4" 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " VB02 AT TOE KICK/ BASE 10'-10"10'-10"10'-10"10'-10" PLAM4PLAM4PLAM4PLAM4 PLAM3PLAM3PLAM3PLAM3 PLAM3PLAM3PLAM3PLAM3 BEAR CUB - PLAM4BEAR CUB - PLAM4BEAR CUB - PLAM4BEAR CUB - PLAM4 ROUT OUT OUTLINEROUT OUT OUTLINEROUT OUT OUTLINEROUT OUT OUTLINE OF BEAR AND FILL WITHOF BEAR AND FILL WITHOF BEAR AND FILL WITHOF BEAR AND FILL WITH BLACK INKBLACK INKBLACK INKBLACK INK TREE - PLAM5TREE - PLAM5TREE - PLAM5TREE - PLAM5 TREE - PLAM6TREE - PLAM6TREE - PLAM6TREE - PLAM6 TREE - PLAM6TREE - PLAM6TREE - PLAM6TREE - PLAM6 TREE - PLAM5TREE - PLAM5TREE - PLAM5TREE - PLAM5 PLAM3PLAM3PLAM3PLAM3 2'-4 7/8"2'-4 7/8"2'-4 7/8"2'-4 7/8" 5'-8"5'-8"5'-8"5'-8" NOTE: FACE OF MILLWORK TO BE FLUSH -NOTE: FACE OF MILLWORK TO BE FLUSH -NOTE: FACE OF MILLWORK TO BE FLUSH -NOTE: FACE OF MILLWORK TO BE FLUSH - ALL ONE PLANE WITH PLAM INLAID DESIGN.ALL ONE PLANE WITH PLAM INLAID DESIGN.ALL ONE PLANE WITH PLAM INLAID DESIGN.ALL ONE PLANE WITH PLAM INLAID DESIGN. PLAM3 FINISHED END OPEN BEYOND SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 4. 1. 10-31-16 PERMIT SET 12-19-16 BULLETIN #004 1/2" = 1'-0" 12 / 1 6 / 2 0 1 6 1 1 : 5 9 : 4 6 A M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 MILLWORK - KITCHEN AREAS A505 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/2" = 1'-0"1 M112.1 PLAN 1/2" = 1'-0"2 M112.1 ELEVATION 1/2" = 1'-0"3 M112.2 PLAN 1/2" = 1'-0"4 M112.2 ELEVATION 1 1/2" = 1'-0"5 M112.2 ELEVATION 2 1/2" = 1'-0"6 M114 PLAN 1/2" = 1'-0"7 M114 ELEVATION 1/2" = 1'-0"10 M211 PLAN - PARTY 211 1/2" = 1'-0"11 M211 ELEV. 1 - PARTY 211 1/2" = 1'-0"12 M211 ELEV. 2 - PARTY 211 1/2" = 1'-0"8 M275 PLAN - CONFERENCE 275 1/2" = 1'-0"9 M275 ELEV. - CONFERENCE 275 1/2" = 1'-0"13 M288 PLAN - KID WATCH 288 1/2" = 1'-0"14 M288 ELEV. - KID WATCH 288 1/2" = 1'-0"15 M288 ELEV. 2 - KID WATCH 288 VS S D D VS S 33 D WS 2 A506 4 3 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 2" DIA. GROMMETS AT APPROX. LOCATIONS SHOWN PLAM4 COUNTERTOP WITH MATCHING PVC EDGE PLAM7 ON ADJUSTABLE SHELVES ABOVE 4' - 9 1 / 8 " 4' - 9 1 / 8 " 4' - 9 1 / 8 " 4' - 9 1 / 8 " 2'-0"2'-0"2'-0"2'-0"5'-1"5'-1"5'-1"5'-1" A506 5 A506 6 PLAM4 ON WORKSURFACE WITH MATCHING PVC EDGE 1'-5 3/4" 1'-5 3/4" 1'-5 3/4" 1'-5 3/4" MILLWORKER TO SCRIBE TO WALL 2" DIA. GROMMET IN WORKSURFACE AT APPROX LOCATION SHOWN 2" DIA. GROMMETS IN WORKSURFACE AT APPROX LOCATION SHOWN 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 2'-6"2'-6"2'-6"2'-6"1'-6"1'-6"1'-6"1'-6"2'-9"2'-9"2'-9"2'-9" 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 2'- 0" 2'- 0" 2'- 0" 2'- 0" VB02 AT TOEKICK AND BASE PLAM7 ON (2) BOX/BOX/FILE PEDESTALS PLAM7 ON PENCIL DRAWERS, TYP. PLAM7 ON (3) ADJUSTABLE SHELVES ON STANDARDS. PLAM4 ON WORK- SURFACE WITH MATCHING PVC EDGE 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 2' - 4 1 / 2 " 2' - 4 1 / 2 " 2' - 4 1 / 2 " 2' - 4 1 / 2 " 4"4"4"4" 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " SATIN CHROME LOCKS, TYP. AT DOORS AND DRAWERS 3' - 6 " 3' - 6 " 3' - 6 " 3' - 6 " 8"8"8"8" 7/8"7/8"7/8"7/8"1'-3"1'-3"1'-3"1'-3" 1'-3"1'-3"1'-3"1'-3" 2'-0"2'-0"2'-0"2'-0" 2 1/4"2 1/4"2 1/4"2 1/4" 2'-0"2'-0"2'-0"2'-0" V.I.F.V.I.F.V.I.F.V.I.F. 6'-9 1/8"6'-9 1/8"6'-9 1/8"6'-9 1/8" PLAM4PLAM4PLAM4PLAM4 PLAM7PLAM7PLAM7PLAM7PLAM7PLAM7PLAM7PLAM7 PLAM7PLAM7PLAM7PLAM7PLAM7PLAM7PLAM7PLAM7 PLAM7PLAM7PLAM7PLAM7 VB02 AT TOE KICK AND BASE PLAM7 ON PENCIL DRAWER PLAM4 ON COUNTERTOP WITH MATCHING PVC EDGE PLAM7 ON (3) ADJ. SHELVES ON STANDARDS 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 2' - 4 1 / 2 " 2' - 4 1 / 2 " 2' - 4 1 / 2 " 2' - 4 1 / 2 " 4"4"4"4" 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " 3' - 6 " 3' - 6 " 3' - 6 " 3' - 6 " 8"8"8"8" MILLWORKER TO PROVIDE ADEQUATE SUPPORT PANELS UNDER WORKSURFACE TOP SATIN CHROME LOCKS, TYP. AT ALL DRAWERS KNEE SPACEKNEE SPACEKNEE SPACEKNEE SPACE ADA OPENADA OPENADA OPENADA OPEN KNEE SPACEKNEE SPACEKNEE SPACEKNEE SPACE 3'-7" LOW WALL WITH SOLID3'-7" LOW WALL WITH SOLID3'-7" LOW WALL WITH SOLID3'-7" LOW WALL WITH SOLID SURFACE CAPSURFACE CAPSURFACE CAPSURFACE CAP PLAM7PLAM7PLAM7PLAM7 PLAM7PLAM7PLAM7PLAM7 PLAM4PLAM4PLAM4PLAM4 PLAM7PLAM7PLAM7PLAM7 1 1/2" THICK - PLAM4 COUNTERTOP WITH MATCHING PVC EDGE 30" H. WORKSURFACE PLAM1 ON BOX/BOX/FILE PEDESTAL SATIN CHROME LOCKS, TYP. AT DRAWER PEDESTALS VB01 BASE AT TOE KICK MILLWORKER TO PROVIDE ADEQUATE SUPPORT UNDERNEATH WORK SURFACE 4'-0"4'-0"4'-0"4'-0" 4"4"4"4" 2' - 4 1 / 2 " 2' - 4 1 / 2 " 2' - 4 1 / 2 " 2' - 4 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " OPEN KNEE SPACEOPEN KNEE SPACE 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " 2' - 1 0 " PLAM1PLAM1PLAM1PLAM1 PLAM4PLAM4PLAM4PLAM4 VB01VB01VB01VB01VB01VB01VB01VB01 PLAM1PLAM1PLAM1PLAM1 1'-6"1'-6"1'-6"1'-6" 2'-6"2'-6"2'-6"2'-6" PLAM1 ON BOX/BOX/FILE PEDESTAL VB01 BASE SATIN CHROME HANDLE & LOCK AT DRAWERS, TYP. PLAM4 ON 30"H. COUNTERTOP WITH MATCHING PVC EDGE OPEN KNEE SPACEMILLWORKER TO PROVIDE ADEQUATE SUPPORT UNDERNEATH COUNTERTOP 4"4"4"4" 2' - 6 " 2' - 6 " 2' - 6 " 2' - 6 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " PLAM1PLAM1PLAM1PLAM1 VB01VB01VB01VB01 PLAM4PLAM4PLAM4PLAM4 A506 8 9 2' - 1 " 2' - 1 " 2' - 1 " 2' - 1 " 2'-1"2'-1"2'-1"2'-1" 1 1/2" THICK - PLAM4 COUNTERTOP WITH MATCHING PVC EDGE V.I.F.V.I.F.V.I.F.V.I.F. 9'-6 3/4"9'-6 3/4"9'-6 3/4"9'-6 3/4" 3 1/2"3 1/2"3 1/2"3 1/2"3'-0"3'-0"3'-0"3'-0" 3'-0"3'-0"3'-0"3'-0" 3'-0"3'-0"3'-0"3'-0"3 1/4"3 1/4"3 1/4"3 1/4" 2' - 1 " 2' - 1 " 2' - 1 " 2' - 1 " 11 " 11 " 11 " 11 " 1' - 2 " 1' - 2 " 1' - 2 " 1' - 2 " 5' - 7 " 5' - 7 " 5' - 7 " 5' - 7 " 2' - 1 " 2' - 1 " 2' - 1 " 2' - 1 " 1 1/2" THICK - PLAM4 COUNTERTOP WITH MATCHING PVC EDGE 4' - 6 " 4' - 6 " 4' - 6 " 4' - 6 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 2' - 0 1 / 2 " 2' - 0 1 / 2 " 2' - 0 1 / 2 " 2' - 0 1 / 2 " 4"4"4"4" MILLWORKER TO PROVIDE ADEQUATE SUPPORT UNDERNEATH COUNTERTOP ADJ. SHELVES 4'-8"4'-8"4'-8"4'-8" 1'-6"1'-6"1'-6"1'-6" 1'-6"1'-6"1'-6"1'-6"6'-0"6'-0"6'-0"6'-0"1'-6"1'-6"1'-6"1'-6" 1'-6"1'-6"1'-6"1'-6"5'-11 1/4"5'-11 1/4"5'-11 1/4"5'-11 1/4"1'-6"1'-6"1'-6"1'-6" 1'-6"1'-6"1'-6"1'-6" V.I.F.V.I.F.V.I.F.V.I.F. 25'-8 3/4"25'-8 3/4"25'-8 3/4"25'-8 3/4" 7' - 0 " 7' - 0 " 7' - 0 " 7' - 0 " PLAM4PLAM4PLAM4PLAM4 PLAM2PLAM2PLAM2PLAM2 VB01VB01VB01VB01 PLAM2PLAM2PLAM2PLAM2 PLAM4PLAM4PLAM4PLAM4 PLAM2PLAM2PLAM2PLAM2 VB01VB01VB01VB01 1 1/2" THICK - PLAM4 COUNTERTOP WITH MATCHING PVC EDGE 3 1/4"3 1/4"3 1/4"3 1/4" 3'-0"3'-0"3'-0"3'-0" 3'-0"3'-0"3'-0"3'-0" 3'-0"3'-0"3'-0"3'-0" 3 1/2"3 1/2"3 1/2"3 1/2" V.I.F.V.I.F.V.I.F.V.I.F. 9'-6 3/4"9'-6 3/4"9'-6 3/4"9'-6 3/4" PLAM 1 ON UPPER CABINET, TYP. 3'-2 3/4"3'-2 3/4"3'-2 3/4"3'-2 3/4" 1'-3"1'-3"1'-3"1'-3" 2'-6"2'-6"2'-6"2'-6" 1'-3"1'-3"1'-3"1'-3" 1'-3"1'-3"1'-3"1'-3"1"1"1"1" 4"4"4"4" 2' - 0 1 / 2 " 2' - 0 1 / 2 " 2' - 0 1 / 2 " 2' - 0 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 7' - 6 " 7' - 6 " 7' - 6 " 7' - 6 " 9 M 4 11 8'-8"8'-8"8'-8"8'-8" 1' - 7 1 / 2 " 1' - 7 1 / 2 " 1' - 7 1 / 2 " 1' - 7 1 / 2 " 3' - 6 " 3' - 6 " 3' - 6 " 3' - 6 " 1' - 1 " 1' - 1 " 1' - 1 " 1' - 1 " 1" 1"1"1" 4"4"4"4" 3/4"3/4"3/4"3/4" 1'-0"1'-0"1'-0"1'-0" 3/4"3/4"3/4"3/4" 1'-0"1'-0"1'-0"1'-0" 3/4"3/4"3/4"3/4" 1'-0"1'-0"1'-0"1'-0" 3/4"3/4"3/4"3/4" 1'-0"1'-0"1'-0"1'-0" 3/4"3/4"3/4"3/4" 1'-0"1'-0"1'-0"1'-0" 3/4"3/4"3/4"3/4" 1'-0"1'-0"1'-0"1'-0" 3/4"3/4"3/4"3/4" 1'-0"1'-0"1'-0"1'-0" 3/4"3/4"3/4"3/4" 1'-1 3/8"1'-1 3/8"1'-1 3/8"1'-1 3/8" 3/4"3/4"3/4"3/4" S.STL COATHOOKS ( TYP). COATHOOKS TO HAVE ROUNDED EDGES ONLY. 1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0" PLAM4 OVER PART. BD. ON ALL HORIZONTAL AND VERTICAL DIVIDERS, WITH MATCHING PVC EDGE TYP. PLAM6 AT THE BACK OF EACH CUBBY, TYP. PLAM4 OVER PART. BD. ON END PANEL PLAM ON ( 2 ) LAYERS 1/2" PART. BD HORIZ SURFACES. PLAM ON 3/4" PART. BD ALL VERTICAL DIVIDERS 5' - 0 " 5' - 0 " 5' - 0 " 5' - 0 " ???????????????? ???? ???? SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 07-21-16 50% DD 09-01-16 100% DD ES T E S V A L L E Y C O M M U N I T Y C E N T E R 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/2" = 1'-0" 10 / 3 1 / 2 0 1 6 3 : 0 0 : 2 4 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t Checker Author 10-31-2016 16003 MILLWORK - WORKSTATIONS A506 1/2" = 1'-0"1 M206 PLAN - OFFICE 206 1/2" = 1'-0"2 M284 PLAN - TEMP 284 1/2" = 1'-0"3 M206 ELEV. 1 - OFFICE 206 1/2" = 1'-0"4 M206 ELEV. 2 - OFFICE 206 1/2" = 1'-0"5 M284 ELEV. 1 - TEMP 284 1/2" = 1'-0"6 M284 ELEV. 2 - TEMP 284 1/2" = 1'-0"7 M107.1 AND M107.2 PLAN 1/2" = 1'-0"8 M107.1 ELEVATION 1/2" = 1'-0"9 M107.2 ELEVATION 1/2" = 1'-0"10 M205 CUBBIES PLAN- KIDS' 205 1/2" = 1'-0"11 M205 CUBBIES ELEVATION KIDS' 205 A507 2 3 4 A5076 V.I.F. 9' - 2 1 / 4 " V.I.F. 10' - 5 1/4" 2' - 0 " 2' - 0" 1' - 1 1 1 / 8 " 1' - 1 1 1 / 8 " 1' - 1 1 1 / 8 " 1' - 1 1 1 / 8 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 2' - 6 " 2' - 6 " 2' - 6 " 2' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 9 3 / 8 " 1' - 9 3 / 8 " 1' - 9 3 / 8 " 1' - 9 3 / 8 " 3'-9 1/2"3'-9 1/2"3'-9 1/2"3'-9 1/2" 1 ' - 7 1 / 4 " 2' - 0 " 2' - 0" 2' - 6 " 1' - 8 " 3' - 0 " 4" 7' - 6 " 3' - 0 " 1' - 8 " 2' - 1 0 " 7' - 6 " SA01SA01SA01SA01 SA01SA01SA01SA01 PLAM2PLAM2PLAM2PLAM2 RB02RB02RB02RB02 PLAM2PLAM2PLAM2PLAM2 3' - 0 " 1' - 8 " 2' - 6 " 4" 7' - 6 " PLAM2PLAM2PLAM2PLAM2PLAM2PLAM2PLAM2PLAM2 SA01SA01SA01SA01 PLAM2PLAM2PLAM2PLAM2 PLAM2PLAM2PLAM2PLAM2 RB02RB02RB02RB02 RB02RB02RB02RB02 OPEN KNEE SPACE SATIN CHROME LOCKS, TYP. AT DRAWER PEDESTALS PLAM2PLAM2PLAM2PLAM2 3' - 0 " 1' - 8 " 2' - 6 " 4" 7' - 6 " PLAM2PLAM2PLAM2PLAM2PLAM2PLAM2PLAM2PLAM2 SA01SA01SA01SA01 PLAM2PLAM2PLAM2PLAM2 PLAM2PLAM2PLAM2PLAM2 RB02RB02RB02RB02 RB02RB02RB02RB02 SATIN CHROME LOCKS, TYP. AT DOORS PEDESTALS AND UPPER CABINETS A507 7 8' - 0" PLAM3PLAM3PLAM3PLAM3 1' - 0 " 1' - 8 " 2' - 6 " 4" RB02RB02RB02RB02 PLAM2PLAM2PLAM2PLAM2 PLAM2PLAM2PLAM2PLAM2 OPEN KNEE SPACE SATIN CHROME LOCKS, TYP. AT DRAWER PEDESTALS & UPPER CABINETS 4" 11 3 / 4 " 3/ 4 " 11 3 / 4 " 2' - 4 " PLAM3PLAM3PLAM3PLAM3 PLAM3PLAM3PLAM3PLAM3 PLAM3PLAM3PLAM3PLAM3 1' - 7"1' - 7"1' - 7"1' - 7"1' - 7" 3/4" 3/ 4 " SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/2" = 1'-0" 10 / 3 1 / 2 0 1 6 3 : 0 0 : 3 1 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 MILLWORK - COPY AREA A507 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/2" = 1'-0"1 M278 PLAN - COPY 278 1/2" = 1'-0"2 M278 NORTH ELEVATION - COPY 278 1/2" = 1'-0"3 M278 RIGHT ELEVATION - COPY 278 1/2" = 1'-0"4 M278 SOUTH ELEVATION - COPY 278 1/2" = 1'-0"5 M262 PLAN - M/P GROUP EX 262 1/2" = 1'-0"6 M278 LEFT ELEVATION - COPY 278 1/2" = 1'-0"7 M262 ELEVATION - M/P GROUP EX 262 A508 2 2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"4'-6"4'-6"4'-6"4'-6"2'-6"2'-6"2'-6"2'-6"2'-0"2'-0"2'-0"2'-0"1'-3"1'-3"1'-3"1'-3" 2' - 1 " 2' - 1 " 2' - 1 " 2' - 1 " 2' - 1 " 2' - 1 " 2' - 1 " 2' - 1 " 15'-3"15'-3"15'-3"15'-3" 1' - 1 " 1' - 1 " 1' - 1 " 1' - 1 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 2' - 1 " 2' - 1 " 2' - 1 " 2' - 1 " 15 / A50115 / A50115 / A50115 / A501 VB01VB01VB01VB01 PLAM2PLAM2PLAM2PLAM2 SA01SA01SA01SA01 3"3"3"3" 2'-9"2'-9"2'-9"2'-9" 2'-9"2'-9"2'-9"2'-9"4'-6"4'-6"4'-6"4'-6"2'-6"2'-6"2'-6"2'-6" 2'-6"2'-6"2'-6"2'-6" PLAM2PLAM2PLAM2PLAM2 PLAM2PLAM2PLAM2PLAM2 SA01SA01SA01SA01SA01SA01SA01SA01 SA01SA01SA01SA01 PLAM2PLAM2PLAM2PLAM2 1/8" THK STAINLESS STEEL SHEET, SCREWED THRU G.B. TO STEEL WALL STUDS WITH STAINLESS STEEL SCREWS 4 1 / 4 " 4 1 / 4 " 4 1 / 4 " 4 1 / 4 " 2' - 6 " 2' - 6 " 2' - 6 " 2' - 6 " 4"4"4"4" 1' - 3 3 / 4 " 1' - 3 3 / 4 " 1' - 3 3 / 4 " 1' - 3 3 / 4 " 2' - 6 " 2' - 6 " 2' - 6 " 2' - 6 " 7' - 0 " 7' - 0 " 7' - 0 " 7' - 0 " PLAM 2 FILLER FE PANELS PLAM 2 FE PANEL PLAM 2 FE PANEL PLAM 2 FE PANELS PLAM 2 DISHWASHER, B.O. CONTRACTOR INSTALLED ELECTRIC RANGE, B.O. GC INSTALL ICE MACHINE, B.O. GC INSTALL TYPE I HOOD A508 4 3'-0"3'-0"3'-0"3'-0" 3'-0"3'-0"3'-0"3'-0" 10'-3"10'-3"10'-3"10'-3" 1' - 0 1 / 2 " 1' - 0 1 / 2 " 1' - 0 1 / 2 " 1' - 0 1 / 2 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 2' - 0 1 / 2 " 2' - 0 1 / 2 " 2' - 0 1 / 2 " 2' - 0 1 / 2 " A1.5 2' - 6 " 2' - 6 " 2' - 6 " 2' - 6 " 1' - 3 3 / 4 " 1' - 3 3 / 4 " 1' - 3 3 / 4 " 1' - 3 3 / 4 " 4"4"4"4" 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 2' - 4 1 / 2 " 2' - 4 1 / 2 " 2' - 4 1 / 2 " 2' - 4 1 / 2 " 4" 4"4"4" 7' - 0 " 7' - 0 " 7' - 0 " 7' - 0 " VB01VB01VB01VB01 PLAM2PLAM2PLAM2PLAM2 PLAM2PLAM2PLAM2PLAM2 PLAM2PLAM2PLAM2PLAM2 1'-3"1'-3"1'-3"1'-3"2'-6"2'-6"2'-6"2'-6"1 1/2"1 1/2"1 1/2"1 1/2" 3'-9"3'-9"3'-9"3'-9" A508 6 2' - 1 1 / 2 " 2' - 1 1 / 2 " 2' - 1 1 / 2 " 2' - 1 1 / 2 " 3'-0"3'-0"3'-0"3'-0"2'-6"2'-6"2'-6"2'-6" 5'-6"5'-6"5'-6"5'-6" VB01VB01VB01VB01 PLAM2PLAM2PLAM2PLAM2 SA01SA01SA01SA01 4"4"4"4" 2' - 6 " 2' - 6 " 2' - 6 " 2' - 6 " 4"4"4"4" 1' - 3 3 / 4 " 1' - 3 3 / 4 " 1' - 3 3 / 4 " 1' - 3 3 / 4 " 2' - 6 " 2' - 6 " 2' - 6 " 2' - 6 " 7' - 0 " 7' - 0 " 7' - 0 " 7' - 0 " PLAM2PLAM2PLAM2PLAM2 2'-6"2'-6"2'-6"2'-6" 3'-0"3'-0"3'-0"3'-0" SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 4. 1. 10-31-16 PERMIT SET 12-19-16 BULLETIN #004 1/2" = 1'-0" 12 / 1 6 / 2 0 1 6 1 1 : 5 9 : 5 2 A M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 MILLWORK - COMMUNITY KITCHEN A508 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/2" = 1'-0"1 M142.1 - COMMUNITY KITCHEN 1/2" = 1'-0"2 M142.1 ELEVATION _COMMUNITY KITCHEN 1/2" = 1'-0"3 M142.2 _ COMMUNITY KITCHEN 1/2" = 1'-0"4 142.2 ELEVATION _ COMMUNITY KITCHEN 1/2" = 1'-0"5 M142.3 _COMMUNITY KITCHEN 1/2" = 1'-0"6 142.3 ELEVATION- COMMUNITY KITCHEN 4 (PROVIDE TYPE I HOOD ABOVE RANGE, AND STAINLESS STEEL WALL PROTECTION 3' - 0" LIGHT FIXTURE RE: ELECT. DWG'S WDL01 -WOOD - STAIN ST01ON FASCIA OPAL ACRYLIC LENS MIRROR (ANGLE OUTSIDE PANELS 45D) SOLID SURFACE COUNTER TOP W/ EASED EDGES SA01 HAIR DRYER HOLE IN COUNTER DUPLEX RECEPTACLE (LOCATED INSIDE CABINET) FACIAL TISSUE DISPENSER DOOR PULL SHELVES ON RECESSED STANDARDS W/ BRACKET WDL01 - WOOD DOORS - ST01 W/ CABINET LOCK EA. LEAF3 3/8"2' - 5 1/4"3 3/8" 3' - 0 " 4' - 0 " 7' - 4 " 4" 3' - 0 " 4' - 0 " 7' - 0 " 10"2" 1' - 0" ELEVATION SECTION PTL5 TILE BASE4" MATCH BACK TO BACK LOCKERS WIDTH PADLOCK HASPS NUMBER, BRUSHED SILVER FINISH FLUSH PLAM1 DOORS ELEVATIONELEVATION TYPE B NUMBER, BRUSHED SILVER FINISH TYPE D MATCH EXISTING LOCKERSMATCH EXISTING LOCKERSMATCH EXISTING LOCKERSMATCH EXISTING LOCKERS ELEVATION MECHANICAL HAND- FREE LOCK FLUSH PLAM DOORS PL-04 FLUSH PLAM FILLER PLAM1 4' - 2 " 4' - 2 " 4' - 2 " 4' - 2 " 4" 4"4"4" 1' - 3"1' - 3"1' - 3"1' - 3" 2" HIGH COUNTER TOP 4' - 8 " 4' - 8 " 4' - 8 " 4' - 8 " TYPE C 7' - 0 " 7' - 0 " 7' - 0 " 7' - 0 " 4"4"4"4" 1' - 3"1' - 3"1' - 3"1' - 3" FLUSH PLAM1 DOORS 7' - 4 " 7' - 4 " 7' - 4 " 7' - 4 " TYPE A 7' - 4 " 7' - 4 " 7' - 4 " 7' - 4 " 7' - 0 " 7' - 0 " 7' - 0 " 7' - 0 " 4"4"4"4" PADLOCK HASPS NUMBER, BRUSHED SILVER FINISH NUMBER, BRUSHED SILVER FINISH FLUSH PHENOLIC DOORS TYPE E 4" 4"4"4" 7' - 0 " 7' - 0 " 7' - 0 " 7' - 0 " 7' - 4 " 7' - 4 " 7' - 4 " 7' - 4 " 1' - 3"1' - 3"1' - 3"1' - 3"1' - 6"1' - 6"1' - 6"1' - 6" FLUSH PHENOLIC DOORS NUMBER, BRUSHED SILVER FINISH NUMBER, BRUSHED SILVER FINISH FLUSH PHENOLIC DOORS PADLOCK HASPS PADLOCK HASPS 4" 4' - 8 " PADLOCK HASPS NUMBER, BRUSHED SILVER FINISH FLUSH PHENOLIC DOORS NUMBER, BRUSHED SILVER FINISH FLUSH PHENOLIC DOORS 1' - 3" WOOD TOP 4' - 4" 2"2"2' - 8"2"2" 1' - 8 " TYPE D WOOD TOP 4' - 0" 1' - 6 " TYPE C ELEVATIONELEVATION PLAN PLAN 2" 1' - 4 " 1' - 6 " 4' - 0" 1 1 / 2 " 1' - 5 " 1' - 6 " 4' - 4" 2" x 2" PEDESTAL LEGS W / BASE PLATES 2"3' - 8"2" SECTION 5" 2" 5" 5" 2" 5" 2" 1' - 2 " 2" 2" 1 1 / 2 " 1' - 4 " SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 3 : 0 0 : 3 9 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 LOCKER DETAILS A510 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 3/4" = 1'-0"1 GROOMING STATION LKRS TYPE 3/4" = 1'-0"2 LOCKER DETAILS 1/2" = 1'-0"3 LOCKER BENCH DETAILS 5" 5" MIN 10 " A B WIDTH HT P E R S C H E D U L E 5"5" C 5" MIN 10 " 1' - 2 " 2' - 1 1 " OPERABLE HARDWARE ZONE, TYP WIDTH PER SCHEDULE HT P E R S C H E D U L E LOUVER WHERE SCHEDULED HT P E R S C H E D U L E WIDTH HT P E R S C H E D U L E WIDTH D 5" 5" MIN 10 " 5"5" E 5" MIN 10 " HT P E R S C H E D U L E WIDTH HT P E R S C H E D U L E WIDTH CLEAR GLASS CLEAR GLASS CLEAR GLASS TRANS- LUCENT GLASS TRANS- LUCENT GLASS TRANS- LUCENT GLASS F FOR GLAZING TYPE REFER; FRAME ELEVATIONSFOR GLAZING TYPE REFER; FRAME ELEVATIONSFOR GLAZING TYPE REFER; FRAME ELEVATIONSFOR GLAZING TYPE REFER; FRAME ELEVATIONS G 3' - 6 " 3' - 6 " 3' - 6 " 3' - 6 " 3'-0"3'-0"3'-0"3'-0" 2"2"2"2" 2"2"2"2" FR A M E R O FR A M E R O FR A M E R O FR A M E R O DO O R H T + 2 . 5 " DO O R H T + 2 . 5 " DO O R H T + 2 . 5 " DO O R H T + 2 . 5 " MASONRY ROMASONRY ROMASONRY ROMASONRY RO 3'-4"3'-4"3'-4"3'-4" MASONRY RO MASONRY RO MASONRY RO MASONRY RO 7' - 4 " 7' - 4 " 7' - 4 " 7' - 4 " FRAME ROFRAME ROFRAME ROFRAME RO DOOR WIDTH + 2"DOOR WIDTH + 2"DOOR WIDTH + 2"DOOR WIDTH + 2" 2"2"2"2" A: WELDED B: MASONRY FLUSH SEE FRAME C: STORFRONT 4"4"4"4"2"2"2"2" 2"2"2"2"2"2"2"2"2"2"2"2" 2"2"2"2" D: HM GATE FRAME 3' - 6 " 3' - 6 " 3' - 6 " 3' - 6 " 2"2"2"2" 3'-0"3'-0"3'-0"3'-0" 2"2"2"2" CONT . SEALANT BOTH SIDES TYP. ALUM DOOR 0' - 4 " ALUM. FRAME SEALANT TYP. BOTH SIDES GYP. BD. ON METAL STUDS REFER TO PLANS FOR PARTITION TYPE SOUND BATT INSULATION AS REQUIRED ALUM. FRAME SEALANT TYP. BOTH SIDES GYP. BD. ON METAL STUDS REFER TO PLANS FOR PARTITION TYPE SOUND BATT INSULATION AS REQUIRED SKIM PLASTERCONT . SEALANT BOTH SIDES TYP. ALUM. DOOR HOLLOW MTL. DOOR FRAME SEE DOOR SCHEDULE FOR TYPE BATT INSULATION; SOUND ATTENUATION INSULATION WHERE INDICATED ON FLOOR PLAN AND WALL SCHEDULE WALLBOARD SEE PLANS FOR PARTITION TYPES STUD HEADERS AT OPENINGS INSET 1 15/16" SEALANT 0' - 2 " HOLLOW MTL. DOOR FRAME SEE DOOR SCHEDULE FOR TYPE BATT INSULATION; SOUND ATTENUATION INSULATION WHERE INDICATED ON FLOOR PLAN AND WALL SCHEDULE WALLBOARD SEE PLANS FOR PARTITION TYPES MTL STUDS IN S E T 1 1 5 / 1 6 " 0' - 2" CONT . SEALANT BOTH SIDES TYP. FLOOR SYSTEM RE FINISH SHEETS PROVIDE LEVEL SUBFLOOR CMU STEEL LINTEL, REFER TO LINTEL SCHEDULE ON STRUCTURAL DRAWINGS SEE DOOR SCHEDULE FOR TYPE HOLLOW METAL FRAME HEAD WITH 4" FACE, GROUT SOLID 3/8" JOINT AT CMU WALLS WITH FURRING, RETURN WALLBOARD TO CMU AS SHOWN. SEE PARTITION TYPE SEALANT 4"4"4"4" CMU HOLLOW METAL FRAME, GROUT SOLID 3/8" JOINT AT CMU WALLS WITH FURRING, RETURN WALLBOARD TO CMU AS SHOWN. SEE PARTITION TYPE SEALANT DOOR, SEE SCHEDULE FOR TYPE ALUM. FRAME SEALANT TYP. BOTH SIDES GYP. BD. ON METAL STUDS REFER TO PLANS FOR PARTITION TYPE SOUND BATT INSULATION AS REQUIRED ALUM. FRAME SEALANT TYP. BOTH SIDES GYP. BD. ON METAL STUDS REFER TO PLANS FOR PARTITION TYPE SOUND BATT INSULATION AS REQUIRED CONT . SEALANT BOTH SIDES TYP. FLOOR SYSTEM RE FINISH SHEETS PROVIDE LEVEL SUBFLOOR ALUM. FRAME SEALANT TYP. BOTH SIDES GYP. BD. ON METAL STUDS REFER TO PLANS FOR PARTITION TYPE SOUND BATT INSULATION AS REQUIRED 4"4"4"4" ALUM. FRAME SKIM PLASTERCONT . SEALANT BOTH SIDES TYP. CONT . SEALANT BOTH SIDES TYP. ALUM. FRAME 4"4"4"4" ALUM. FRAME SEALANT TYP. BOTH SIDES GYP. BD. ON METAL STUDS REFER TO PLANS FOR PARTITION TYPE SOUND BATT INSULATION AS REQUIRED 4"4"4"4" SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 4. 1. 10-31-16 PERMIT SET 12-19-16 BULLETIN #004 As indicated 12 / 1 6 / 2 0 1 6 1 1 : 5 9 : 5 6 A M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 SCHEDULES A601 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O DOOR SCHEDULE-2 DOOR NUMBER DOOR FRAME FINISH FIRE RATING HDW GROUP REMARKSTYPE MATERI AL FINISH SIZE TYPE MATERI ALTHK WIDTH HEIGHT GYM FLOOR 132A B HM PT05 1 3/4" 60" 84" A HM PT05 21 132B B HM PT05 1 3/4" 60" 84" A HM PT05 21 S10 A HM PT05 1 3/4" 36" 84" A HM PT05 60 MIN 36 X131 D AL FF 1 3/4" 72 3/8" 84" FA07 AL FF 41 XS10 A HM PT05 1 3/4" 48" 84" A HM PT05 31.1 LOWER LEVEL 102A D AL FF 1 3/4" 72" 84" FB01 AL FF 58 102B D HM PT05 1 3/4" 72" 84" FB04 HM PT05 57.1 102C C HM PT05 1 3/4" 36" 84" FB02 HM PT05 16 103B A HM PT05 1 3/4" 36" 84" A HM PT05 18 104 A WD ST01 1 3/4" 36" 84" A HM PT05 53 105 A WD ST01 1 3/4" 36" 84" A HM PT05 53 106 D WD ST01 1 3/4" 72" 84" A HM PT05 35 107 C WD ST01 1 3/4" 36" 84" FB21 HM PT05 16 108 A WD ST01 1 3/4" 36" 84" FB21 HM PT05 08 108A A WD ST01 1 3/4" 36" 84" FB21 HM PT05 07 109 A WD ST01 1 3/4" 36" 84" A HM PT05 28 LOUVER & PANIC HARDWARE 110 A HM ST01 1 3/4" 36" 84" A HM PT05 06 111 A HM ST01 1 3/4" 36" 84" A HM PT05 06 112A A WD ST01 1 3/4" 36" 84" A HM PT05 52 112B A WD ST01 1 3/4" 36" 84" A HM PT05 49 113 A WD ST01 1 3/4" 36" 84" A HM PT05 20 114 A WD ST01 1 3/4" 36" 84" FB21 HM PT05 12 115B B HM PT05 1 3/4" 72" 86" A HM PT05 47 118 A HM PT05 1 3/4" 36" 84" A HM PT05 45 MIN 29 120 A WD ST01 1 3/4" 36" 84" A HM PT05 34 123 36" 84" 124 D HM PT05 1 3/4" 72" 84" FB05 HM PT05 57.1 141E A WD ST01 1 3/4" 36" 84" FB21 HM PT05 37 141F A WD ST01 1 3/4" 36" 84" FB21 HM PT05 37 141G A WD ST01 1 3/4" 36" 84" FB21 HM PT05 37 141H A WD ST01 1 3/4" 36" 84" A HM PT05 19 142A A HM PT05 1 3/4" 36" 84" A HM PT05 50 142B A WD ST01 1 3/4" 36" 84" A HM PT05 51 142C A WD ST01 1 3/4" 36" 84" A HM PT05 19 142D FF 1/32" 72" 60"FF 03 ROLLING SHUTTER 143 D WD ST01 1 3/4" 72" 84" A HM PT05 22 X101 D AL FF 1 3/4" 72" 84" FA02 AL FF 44 X103 A HM PT05 1 3/4" 48" 84" A HM PT05 31 X115 B HM PT05 1 3/4" 72" 86" A HM PT05 48 X141A C AL FF 1 3/4" 36" 84" FA06 AL FF 40 X141B C AL FF 1 3/4" 36" 84" FA05 AL FF 40 X141C C AL FF 1 3/4" 36" 84" FA05 AL FF 40 UPPER LEVEL 202 D AL FF 1 3/4" 72" 84" FB07 AL FF 58 203 A HM ST01 1 3/4" 36" 84" A HM PT05 53 203A 1" 36" 84"02 TOILET PARTITION DOOR 204 A HM ST01 1 3/4" 36" 84" A HM PT05 53 204A 1" 28" 84"02 TOILET PARTITION DOOR 204B 1" 36" 84"02 TOILET PARTITION DOOR 205A C AL FF 1 3/4" 36" 84" FB08 AL FF 14 205B G HM PT05 1 3/4" 36" 42" D HM PT05 09 GATE WITH SELF CLOSING HINGE 206 G HM PT05 1 3/4" 36" 42" D HM PT05 09 GATE 207 A WD ST01 1 3/4" 36" 84" B HM PT05 05 211 C AL FF 1 3/4" 36" 84" FB21 AL FF 13 211B E AL FF 1 3/4" 36" 84" C AL FF 55 212 E AL FF 1 3/4" 36" 84" B AL FF 54 212B E AL FF 1 3/4" 36" 84" B AL FF 55 213 E AL FF 1 3/4" 36" 84" B AL FF 01 214 E AL FF 1 3/4" 36" 84" B AL FF 01.1 215 E AL FF 1 3/4" 36" 84" B AL FF 01 216 E AL FF 1 3/4" 36" 84" B AL FF 01.1 221A E AL FF 1 3/4" 36" 84" B AL FF 54 229A E AL FF 1 3/4" 36" 84" C AL FF 27.1 229B E AL FF 1 3/4" 36" 84" C AL FF 27 231 Straight Door 14" 48" 88"90 MIN 03 FIRE SHUTTER 232 Straight Door 14" 48" 88"90 MIN 03 FIRE SHUTTER 251A F AL FF 1 3/4" 72" 84" B AL FF 45 253B E AL FF 1 3/4" 36" 84" C AL FF 26 LOUVER 254B E AL FF 1 3/4" 36" 84" B AL FF 26.1 LOUVER & PANIC HARDWARE 255 E AL FF 1 3/4" 36" 84" B AL FF 23.1 256 E AL FF 1 3/4" 36" 84" B AL FF 10 257 E AL FF 1 3/4" 36" 84" B AL FF 01 258 C AL FF 1 3/4" 36" 84" FB12 AL FF 14 262 C HM FF 1 3/4" 36" 85" FB15 AL FF 14 270 C HM PT05 1 3/4" 36" 84" FB16 HM PT05 04 271 A C HM PT05 1 3/4" 36" 84" FB18 HM PT05 25 271 B C HM PT05 1 3/4" 36" 84" FB21 HM PT05 30 272 A WD ST01 1 3/4" 36" 84" FB21 HM PT05 08 274 A WD ST01 1 3/4" 36" 84" FB21 HM PT05 19 275 A WD ST01 1 3/4" 36" 84" A HM PT05 11 276 A WD ST01 1 3/4" 36" 84" A HM PT05 19 277 A WD ST01 1 3/4" 36" 84" FB21 HM PT05 08 279 A WD ST01 1 3/4" 36" 84" FB21 HM PT05 08 281 A WD ST01 1 3/4" 36" 84" A HM PT05 08 282 A HM ST01 1 3/4" 36" 84" A HM PT05 24 283 A WD ST01 1 3/4" 36" 84" FB21 HM PT05 08 285 A WD ST01 1 3/4" 36" 84" FB21 HM PT05 08 287 A WD ST01 1 3/4" 36" 84" A HM PT05 08 289 Straight Door 14" 72" 88"90 min 03 FIRE SHUTTER A102 E AL FF 1 3/4" 48" 84" B AL FF 23 A103 E AL FF 1 3/4" 36" 84" B AL FF 54 A104A F AL FF 1 3/4" 72" 84" C AL FF 46 A104B F AL FF 1 3/4" 72" 84" C AL FF 56 A107A 1" 36" 84"02 TOILET PARTITION DOOR A107B 1" 28" 84"02 TOILET PARTITION DOOR A107C 1" 28" 84"02 TOILET PARTITION DOOR A108 F AL FF 1 3/4" 72" 84" B AL FF 57 A114A 1 3/4" 36" 84"45 MIN 33 EX.TO.RMN, CONFIRM RATING & CLOSER, ADD HW A115A 1 3/4" 36" 84"45 MIN 32 EX.TO.RMN, CONFIRM RATING & CLOSER, ADD HW S20 A HM PT05 1 3/4" 36" 84" A HM PT05 60 MIN 36 X201 D AL FF 1 3/4" 72" 84" FA24 AL FF 44 X205B C AL FF 1 3/4" 36" 84" FA23 AL FF 39 X251 C AL FF 1 3/4" 36" 84" FA20 AL FF 39 X251A D AL FF 1 3/4" 72" 84" FA21 AL FF 42 X253 B HM PT05 1 3/4" 72" 86" B HM PT05 48 X254 A HM PT05 1 3/4" 36" 84" B HM PT05 43 X273 A HM PT05 1 3/4" 36" 84" B HM PT05 43 XA110 D AL 1 3/4" 72 1/4" 84"33 EXISTING DOOR TO REMAIN, ADD HW 1/4" = 1'-0" DOOR TYPES 1/4" = 1'-0" DOOR FRAME TYPES 3" = 1'-0"6 ALUM HEAD DETAIL 2 3" = 1'-0"7 ALUM HEAD DETAIL 3" = 1'-0"5 ALUM. JAMB DETAIL 3" = 1'-0"9b ALUM. JAMB DETAIL 2 3" = 1'-0"10 HM HEAD - WALL BD 3" = 1'-0"11 HM JAMB - WALL BD 3" = 1'-0"12 TYP ALUM WINDOW SILL 3" = 1'-0"15 HM HEAD - 4" INSET @ CMU 3" = 1'-0"16 HM JAMB - INSET @ CMU 3" = 1'-0"17 TYP ALUM WINDOW JAMB 3" = 1'-0"14 TYP. ALUM WINDOW HEAD 3" = 1'-0"9 TYP. ALUM 4" WINDOW SILL 3" = 1'-0"2 TYP. ALUM 4" MULLION @ GB 3" = 1'-0"4 TYP. ALUM WINDOW JAMB @ CMU 3" = 1'-0"13 TYP. ALUM WINDOW HEAD @ CMU 3" = 1'-0"8 ALUM HEAD DETAIL 3 4 4 4 4 4 4 4 4 4 4 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T e c t o n i c C o p y r i g h t 2 0 0 7 T e c t o n i c C o p y r i g h t 2 0 0 7 DN A B C T ectonic Cop yright 2007 T e c t o n i c C o p y r i g h t 2 0 0 7 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 Tectonic Copyright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T e c t o n i c C o p y r i g h t 2 0 0 7 T e c t o n i c C o p y r i g h t 2 0 0 7 T e c t o n i c C o p y r i g h t 2 0 0 7 T ectonic Cop yright 2007 T e c t o n i c C o p y r i g h t 2 0 0 7 T e c t o n i c C o p y r i g h t 2 0 0 7 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T e c t o n i c C o p y r i g h t 2 0 0 7 Tectonic Copyright 2007 Tectonic Copyright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 Tectonic Copyright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 DN T e c t o n i c C o p y r i g h t 2 0 0 7 Tectonic Copyright 2007 T e c t o n i c C o p y r i g h t 2 0 0 7 UP Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 MP GROUP EXMP GROUP EXMP GROUP EXMP GROUP EX 124 STAIRSTAIRSTAIRSTAIR 120 ELEVELEVELEVELEV 117 EMP ENTRYEMP ENTRYEMP ENTRYEMP ENTRY 103 COMMUNITY KITCHENCOMMUNITY KITCHENCOMMUNITY KITCHENCOMMUNITY KITCHEN 142 KITCHENKITCHENKITCHENKITCHEN 112 VESTVESTVESTVEST 101 LOUNGELOUNGELOUNGELOUNGE 102 WOMENWOMENWOMENWOMEN 104 COMMUNITYCOMMUNITYCOMMUNITYCOMMUNITY 141 EXIT STAIREXIT STAIREXIT STAIREXIT STAIR S10 GYMGYMGYMGYM 131 GYM STORAGEGYM STORAGEGYM STORAGEGYM STORAGE 132 P&R DIRECTORP&R DIRECTORP&R DIRECTORP&R DIRECTOR 108 STORAGESTORAGESTORAGESTORAGE 143 MENMENMENMEN 110 CLASSROOMCLASSROOMCLASSROOMCLASSROOM 114 RECV & STORRECV & STORRECV & STORRECV & STOR 115 STORSTORSTORSTOR 113 WOMENWOMENWOMENWOMEN 111 STRENGTHSTRENGTHSTRENGTHSTRENGTH 123 MENMENMENMEN 105 GAMESGAMESGAMESGAMES 106 STAFFSTAFFSTAFFSTAFF 107 ELECELECELECELEC 109 JR GOLFJR GOLFJR GOLFJR GOLF 121 HITTINGHITTINGHITTINGHITTING 122 STORAGESTORAGESTORAGESTORAGE 118 STOR.STOR.STOR.STOR. 180 M104 M102 B4 B4 B4 B4 B6 B6 B6 B10 M112.1 M112.2 B14 B15 M114 N B11 MR1 MR2 MR1MR5 B17 B17 MR4 B22 B17 B21 MR7MR7 MR7 MR7 MR7 MR7 MR7 MR7 M107.1 M107.2 MR4 MR4 MR4 B17 B17 B35 B3 B6 B19 B19 B20 B33 B38 R2 R4 R4 R2 R3 R3 R7 R2 R2 R2 R2 R1 R2 R3 R3 B26 B26 B28 B15 B31 B27 B34 B34 B34 B34B34B34 B38 B39 B37 B6 B6 B43 B43 B17 B35B24 B24 B29 B29 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 3 : 0 0 : 5 4 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 LOWER LEVEL SPECIALTIES AND EQUIPMENT A602 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/8" = 1'-0"1 LOWER LEVEL SPECIALTIES AND EQUIPMENT PLAN N BUILDING SPECIALTIES AND EQUIPMENT SCHEDULE MARK DESCRIPTION COMMENTS B1 FORWARD FOLDING MOTORIZED BASKETBALL GOAL B2 FORWARD FOLDING MOTORIZED ADJUSTABLE HT BASKETBALL GOAL B3 ROLL FOLD DIVIDER CURTAIN B4 VOLLEYBALL SLEEVES, 2 PER COURT B6 GYM WALL PADS 2' X 6' EA TYP B7 LAP TIMER B8 BATTERY OPERATED CLOCK BY OWNER B9 SUIT SPINNER B10 DOUBLE SIDED COOL TOUCH FIREPLACE B11 2100-LB HOLELESS HYDRAULIC 2-STOP ELEVATOR B12 FLOOR MOUNTED SAFE BY OWNER B13 30" MCROWAVE OVEN B14 30" ELECTRIC RANGE B15 30" REFRIGERATOR WITH FREEZER B16 SURFACE MOUNTED FIRE EXTINGUISHUER B17 SEMI-RECESSED FIRE EXTINGUISHER B18 ROOF LADDER B19 ELECTRIC PROJECTOR SCREEN & PROJECTOR, ABOVE B20 AED DEFIBRILLATOR B21 WHITE BOARD B22 EMERGENCY KEY CABINET COLOR: DARK BRONZE B23 ROOF HATCH WITH LADDER B24 TOILET COMPARTMENTS B25 ELECTRONIC EVENT BULLETIN BOARD BY OWNER B26 Operable Partition B27 BUILT-IN OVER BY OWNER B28 REFRIGERATOR BY OWNER B29 SCORE BOARD B30 COUNTERTOP COOKER BY OWNER B31 DISHWASHER UNDER COUNTER BY OWNER B32 COPIER BY OWNER B33 SOUND SYSTEM IN WALL SPEAKER B34 VERTICAL BLINDS B35 URINAL SCREEN B36 36" REAR AND 42" SIDE ADA GRAB BARS B37 RANGE HOOD B38 Mechanical pushbar actuated water cooler B39 STAINLESS STEEL WORK TABLE B40 SINGLE FIXED BALLET BARRE B41 FIRST AID STATION BY OWNER B42 EXTERIOR ROOF LADDER B43 ROOF HATCH WITH LADDER B44 Water Cooler MIRROR SCHEDULE MARK SIZE MOUNTING HT (BOTTOM) MR1 20'-0" WIDE x 6'-6" HIGH 1'-8" AFF MR2 40'-0" WIDE x 6'-6" HIGH 1'-8" AFF MR4 15'-0" WIDE x 6'-6" HIGH 1'-8" AFF MR5 35'-0" WIDE x 6'-6" HIGH 1'-8" AFF MR7 2'-0" WIDE x 3'-0" HIGH 3'-6" AFF A B C UP CARDIOCARDIOCARDIOCARDIO 261 M/P GROUP EXM/P GROUP EXM/P GROUP EXM/P GROUP EX 262 ST.ST.ST.ST. 263 FINANCEFINANCEFINANCEFINANCE 287 FACILITY DIRFACILITY DIRFACILITY DIRFACILITY DIR 285 HRHRHRHR 283 EXEC DIREXEC DIREXEC DIREXEC DIR 281 ASSTASSTASSTASST 279 COPYCOPYCOPYCOPY 278 ELECELECELECELEC 282 TEMPTEMPTEMPTEMP 284 LANLANLANLAN 276 MARKETMARKETMARKETMARKET 277 ADMINADMINADMINADMIN 271 CONFERENCECONFERENCECONFERENCECONFERENCE 275 ITITITIT 274 DESK STAFFDESK STAFFDESK STAFFDESK STAFF 272 WATER & FIRE ENTRYWATER & FIRE ENTRYWATER & FIRE ENTRYWATER & FIRE ENTRY 273 STAIRSTAIRSTAIRSTAIR 270 MENMENMENMEN 203 WOMENWOMENWOMENWOMEN 204 LOBBYLOBBYLOBBYLOBBY 202 VESTIBULEVESTIBULEVESTIBULEVESTIBULE 201 PARTYPARTYPARTYPARTY 211 ACTIVITY POOLACTIVITY POOLACTIVITY POOLACTIVITY POOL 001 EXIT STAIREXIT STAIREXIT STAIREXIT STAIR S10 12 M284 M275 M204 M203 M202 M261 M261 B1 B2 B2 B2 B1 B2 B3 B40 B17 B17 B17 MR4 M211 B22 B17 B8 B12 B8 B21 R5 R4 R5 R4 R4 B38 R2 5 M262 M278 B32 B23 B18 B17 B41 B7 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 3 : 0 1 : 0 8 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 UPPER LEVEL (NORTH) SPECIALTIES AND EQUIPMENT A603 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/8" = 1'-0"1 UPPER LEVEL SPECIALTIES AND EQUIPMENT PLAN- NORTH N BUILDING SPECIALTIES AND EQUIPMENT SCHEDULE MARK DESCRIPTION COMMENTS B1 FORWARD FOLDING MOTORIZED BASKETBALL GOAL B2 FORWARD FOLDING MOTORIZED ADJUSTABLE HT BASKETBALL GOAL B3 ROLL FOLD DIVIDER CURTAIN B4 VOLLEYBALL SLEEVES, 2 PER COURT B6 GYM WALL PADS 2' X 6' EA TYP B7 LAP TIMER B8 BATTERY OPERATED CLOCK BY OWNER B9 SUIT SPINNER B10 DOUBLE SIDED COOL TOUCH FIREPLACE B11 2100-LB HOLELESS HYDRAULIC 2-STOP ELEVATOR B12 FLOOR MOUNTED SAFE BY OWNER B13 30" MCROWAVE OVEN B14 30" ELECTRIC RANGE B15 30" REFRIGERATOR WITH FREEZER B16 SURFACE MOUNTED FIRE EXTINGUISHUER B17 SEMI-RECESSED FIRE EXTINGUISHER B18 ROOF LADDER B19 ELECTRIC PROJECTOR SCREEN & PROJECTOR, ABOVE B20 AED DEFIBRILLATOR B21 WHITE BOARD B22 EMERGENCY KEY CABINET COLOR: DARK BRONZE B23 ROOF HATCH WITH LADDER B24 TOILET COMPARTMENTS B25 ELECTRONIC EVENT BULLETIN BOARD BY OWNER B26 Operable Partition B27 BUILT-IN OVER BY OWNER B28 REFRIGERATOR BY OWNER B29 SCORE BOARD B30 COUNTERTOP COOKER BY OWNER B31 DISHWASHER UNDER COUNTER BY OWNER B32 COPIER BY OWNER B33 SOUND SYSTEM IN WALL SPEAKER B34 VERTICAL BLINDS B35 URINAL SCREEN B36 36" REAR AND 42" SIDE ADA GRAB BARS B37 RANGE HOOD B38 Mechanical pushbar actuated water cooler B39 STAINLESS STEEL WORK TABLE B40 SINGLE FIXED BALLET BARRE B41 FIRST AID STATION BY OWNER B42 EXTERIOR ROOF LADDER B43 ROOF HATCH WITH LADDER B44 Water Cooler MIRROR SCHEDULE MARK SIZE MOUNTING HT (BOTTOM) MR1 20'-0" WIDE x 6'-6" HIGH 1'-8" AFF MR2 40'-0" WIDE x 6'-6" HIGH 1'-8" AFF MR4 15'-0" WIDE x 6'-6" HIGH 1'-8" AFF MR5 35'-0" WIDE x 6'-6" HIGH 1'-8" AFF MR7 2'-0" WIDE x 3'-0" HIGH 3'-6" AFF A B C POOL STORAGEPOOL STORAGEPOOL STORAGEPOOL STORAGE 255 POOL STORAGEPOOL STORAGEPOOL STORAGEPOOL STORAGE A108 EXIST NATATORIUMEXIST NATATORIUMEXIST NATATORIUMEXIST NATATORIUM A110 W. TEAM LOCKERSW. TEAM LOCKERSW. TEAM LOCKERSW. TEAM LOCKERS A106 M. TEAM LOCKERM. TEAM LOCKERM. TEAM LOCKERM. TEAM LOCKER A107 M. SHOWERSM. SHOWERSM. SHOWERSM. SHOWERS 232 M. LOCKERS 2M. LOCKERS 2M. LOCKERS 2M. LOCKERS 2 A103 MECHANICALMECHANICALMECHANICALMECHANICAL A102 FOYERFOYERFOYERFOYER A101 EXIST LAUNDRYEXIST LAUNDRYEXIST LAUNDRYEXIST LAUNDRY A111 EXIST POOL MECHEXIST POOL MECHEXIST POOL MECHEXIST POOL MECH A112 EXIST POOL EQUIPEXIST POOL EQUIPEXIST POOL EQUIPEXIST POOL EQUIP A114 ACTIVITY POOLACTIVITY POOLACTIVITY POOLACTIVITY POOL 001 ELECELECELECELEC 254 POOL OFFICEPOOL OFFICEPOOL OFFICEPOOL OFFICE 256 GUARDSGUARDSGUARDSGUARDS 258 CIRCCIRCCIRCCIRC 259 W. LOCKERSW. LOCKERSW. LOCKERSW. LOCKERS 221 W. TOILETSW. TOILETSW. TOILETSW. TOILETS 223 M. LOCKERSM. LOCKERSM. LOCKERSM. LOCKERS 231 ???? ? EXIST POOL DECKEXIST POOL DECKEXIST POOL DECKEXIST POOL DECK A109 PARTYPARTYPARTYPARTY 211 KID WATCHKID WATCHKID WATCHKID WATCH 288 INDOOR PLAYINDOOR PLAYINDOOR PLAYINDOOR PLAY 205 KIDS TKIDS TKIDS TKIDS T 207 OFFICEOFFICEOFFICEOFFICE 206 JANJANJANJAN 229 CHGCHGCHGCHG 215 ACR2ACR2ACR2ACR2 214 ACR3ACR3ACR3ACR3 216 FAM CHANGINGFAM CHANGINGFAM CHANGINGFAM CHANGING 212 ACR1ACR1ACR1ACR1 213 LOBBYLOBBYLOBBYLOBBY 202 VESTIBULEVESTIBULEVESTIBULEVESTIBULE 201 STORAGESTORAGESTORAGESTORAGE A105 POOL MECHPOOL MECHPOOL MECHPOOL MECH 253 M. TOILETSM. TOILETSM. TOILETSM. TOILETS 233 W. SHOWERSW. SHOWERSW. SHOWERSW. SHOWERS 222 W. LOCKERSW. LOCKERSW. LOCKERSW. LOCKERS 221 M202 M211 M221.1 M231.1 M233 M221M223 M288 M206 MA106 B9 B15 B21 B16 B22 B16 B16 B20 T16 B24 B24 B35 B25 B8 B8 B16 B44 B16 B44 B44 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 3 : 0 1 : 2 5 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 UPPER LEVEL (SOUTH) SPECIALTIES AND EQUIPMENT A604 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/8" = 1'-0"1 UPPER LEVEL SPECIALTIES AND EQUIPMENT PLAN-SOUTH N BUILDING SPECIALTIES AND EQUIPMENT SCHEDULE MARK DESCRIPTION COMMENTS B1 FORWARD FOLDING MOTORIZED BASKETBALL GOAL B2 FORWARD FOLDING MOTORIZED ADJUSTABLE HT BASKETBALL GOAL B3 ROLL FOLD DIVIDER CURTAIN B4 VOLLEYBALL SLEEVES, 2 PER COURT B6 GYM WALL PADS 2' X 6' EA TYP B7 LAP TIMER B8 BATTERY OPERATED CLOCK BY OWNER B9 SUIT SPINNER B10 DOUBLE SIDED COOL TOUCH FIREPLACE B11 2100-LB HOLELESS HYDRAULIC 2-STOP ELEVATOR B12 FLOOR MOUNTED SAFE BY OWNER B13 30" MCROWAVE OVEN B14 30" ELECTRIC RANGE B15 30" REFRIGERATOR WITH FREEZER B16 SURFACE MOUNTED FIRE EXTINGUISHUER B17 SEMI-RECESSED FIRE EXTINGUISHER B18 ROOF LADDER B19 ELECTRIC PROJECTOR SCREEN & PROJECTOR, ABOVE B20 AED DEFIBRILLATOR B21 WHITE BOARD B22 EMERGENCY KEY CABINET COLOR: DARK BRONZE B23 ROOF HATCH WITH LADDER B24 TOILET COMPARTMENTS B25 ELECTRONIC EVENT BULLETIN BOARD BY OWNER B26 Operable Partition B27 BUILT-IN OVER BY OWNER B28 REFRIGERATOR BY OWNER B29 SCORE BOARD B30 COUNTERTOP COOKER BY OWNER B31 DISHWASHER UNDER COUNTER BY OWNER B32 COPIER BY OWNER B33 SOUND SYSTEM IN WALL SPEAKER B34 VERTICAL BLINDS B35 URINAL SCREEN B36 36" REAR AND 42" SIDE ADA GRAB BARS B37 RANGE HOOD B38 Mechanical pushbar actuated water cooler B39 STAINLESS STEEL WORK TABLE B40 SINGLE FIXED BALLET BARRE B41 FIRST AID STATION BY OWNER B42 EXTERIOR ROOF LADDER B43 ROOF HATCH WITH LADDER B44 Water Cooler MIRROR SCHEDULE MARK SIZE MOUNTING HT (BOTTOM) MR1 20'-0" WIDE x 6'-6" HIGH 1'-8" AFF MR2 40'-0" WIDE x 6'-6" HIGH 1'-8" AFF MR4 15'-0" WIDE x 6'-6" HIGH 1'-8" AFF MR5 35'-0" WIDE x 6'-6" HIGH 1'-8" AFF MR7 2'-0" WIDE x 3'-0" HIGH 3'-6" AFF SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 10 / 3 1 / 2 0 1 6 3 : 0 1 : 2 8 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker SD 10-31-2016 16003 ROOM FINISH SCHEDULE A701 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O FINISH LEGEND CP - CARPET TILECP - CARPET TILECP - CARPET TILECP - CARPET TILE CT - CERAMIC TILECT - CERAMIC TILECT - CERAMIC TILECT - CERAMIC TILE E.T.S. - EXPOSED TO STRUCTUREE.T.S. - EXPOSED TO STRUCTUREE.T.S. - EXPOSED TO STRUCTUREE.T.S. - EXPOSED TO STRUCTURE FRP - FIBERGLASS REINFORCED PANELFRP - FIBERGLASS REINFORCED PANELFRP - FIBERGLASS REINFORCED PANELFRP - FIBERGLASS REINFORCED PANEL GYP.BD. - GYMPSUM BOARDGYP.BD. - GYMPSUM BOARDGYP.BD. - GYMPSUM BOARDGYP.BD. - GYMPSUM BOARD LC - LAY-IN ACOUSTICAL CEILINGLC - LAY-IN ACOUSTICAL CEILINGLC - LAY-IN ACOUSTICAL CEILINGLC - LAY-IN ACOUSTICAL CEILING LVT - LUXURY VINYL TILELVT - LUXURY VINYL TILELVT - LUXURY VINYL TILELVT - LUXURY VINYL TILE MET - METALMET - METALMET - METALMET - METAL NS - NATURAL STONENS - NATURAL STONENS - NATURAL STONENS - NATURAL STONE PLAM - PLASTIC LAMINATEPLAM - PLASTIC LAMINATEPLAM - PLASTIC LAMINATEPLAM - PLASTIC LAMINATE PT - PAINTPT - PAINTPT - PAINTPT - PAINT PTL - PORCELAIN TILEPTL - PORCELAIN TILEPTL - PORCELAIN TILEPTL - PORCELAIN TILE RAF - RESILIENT ATHLETIC FLOORINGRAF - RESILIENT ATHLETIC FLOORINGRAF - RESILIENT ATHLETIC FLOORINGRAF - RESILIENT ATHLETIC FLOORING RF - RUBBER FLOORINGRF - RUBBER FLOORINGRF - RUBBER FLOORINGRF - RUBBER FLOORING RRT - RESILIENT RUNNING TRACKRRT - RESILIENT RUNNING TRACKRRT - RESILIENT RUNNING TRACKRRT - RESILIENT RUNNING TRACK RWF - RESILIENT WOOD FLOOR ASSEMBLYRWF - RESILIENT WOOD FLOOR ASSEMBLYRWF - RESILIENT WOOD FLOOR ASSEMBLYRWF - RESILIENT WOOD FLOOR ASSEMBLY SC - SEALED CONCRETESC - SEALED CONCRETESC - SEALED CONCRETESC - SEALED CONCRETE SV - SHEET VINYLSV - SHEET VINYLSV - SHEET VINYLSV - SHEET VINYL TURF - ARTIFICAL TURFTURF - ARTIFICAL TURFTURF - ARTIFICAL TURFTURF - ARTIFICAL TURF VB - VINYL COVE BASEVB - VINYL COVE BASEVB - VINYL COVE BASEVB - VINYL COVE BASE VCB - VENTED COVE BASEVCB - VENTED COVE BASEVCB - VENTED COVE BASEVCB - VENTED COVE BASE VCT - VINYL COMPOSITION TILEVCT - VINYL COMPOSITION TILEVCT - VINYL COMPOSITION TILEVCT - VINYL COMPOSITION TILE WD - WOODWD - WOODWD - WOODWD - WOOD ROOM FINISH SCHEDULE Number Name Main Wall Finish Floor Finish Finish East Finish North Finish South Finish West Base Finish Corner Guard Comments 284 TEMP PT01, 02 CP02 VB01 285 FACILITY DIR PT02 CP02 VB01 287 FINANCE PT01, 02 CP02 VB01 288 KID WATCH A101 FOYER PT20 PTL1 PTL4 A102 MECHANICA L PT20 SC01 VB01 A103 M. LOCKERS 2 A104 Room A104 VESTIBULE A105 STORAGE CT01 CP03 VB01 A106 W. TEAM LOCKERS *CT01/ PT PTL1 CT01 A107 M. TEAM LOCKER *CT01/ PT PTL1 CT01 A108 POOL STORAGE PT20 SC01 VB01 A109 EXIST POOL DECK - -- A109A POOL DECK ENTRY A110 EXIST NATATORIU M - -- A111 EXIST LAUNDRY - -- A112 EXIST POOL MECH - -- A113 EXIST ELEC - -- A114 EXIST POOL EQUIP - -- A115 EXIST CHEM - -- S10 EXIT STAIR PT01 RF01, 02 VB01 S20 EXIT STAIR ROOM FINISH SCHEDULE Number Name Main Wall Finish Floor Finish Finish East Finish North Finish South Finish West Base Finish Corner Guard Comments 001 ACTIVITY POOL PT *SC02 ASPAHLT PAVING ASPAHLT PAVING ASPAHLT PAVING PTL *SC - ACID ETCHED CONCRETE. EPOXY PAINT ON WALLS 002 ALT WATER SLIDE PT *SC02 PTL 101 VEST PT02 CP03 VB01 102 LOUNGE PT LVT1 VB01 102A SEATING PT CP03, 04 VB01 103 EMP ENTRY PT02 CP03 VB01 104 WOMEN *CT01, PT PTL3 CT01 105 MEN *CT01, PT PTL3 CT01 106 GAMES PT CP01 VB01 107 STAFF PT01 CP02 VB01 108 P&R DIRECTOR PT01 CP02 VB01 109 ELEC PT01 VCT1 VB01 110 MEN *PTL/ PT PTL3 PTL 111 WOMEN *PTL/ PT PTL3 PTL 112 KITCHEN PT SV02 VB01 113 STOR 114 CLASSROO M PT01, 02 SV02 VB01 115 RECV & STOR PT03 VCT1 VB01 116 MECH PT03 SC01 VB01 117 ELEV CP03 PLAM1 - 118 STORAGE PT01 SC01 VB01 120 STAIR PT01 RF01, 02 VB01 121 JR GOLF PT TURF VB01 122 HITTING PT TURF VB01 123 STRENGTH PT RAF2, 3, 4 VB01 124 MP GROUP EX PT RAF1 VB01 131 GYM PT RWF1 VCB1 132 GYM STORAGE PT01 VCT1 VB01 141 COMMUNITY PT01, 02 SV02 VB01 142 COMMUNITY KITCHEN FRP2 SV02 VB01 143 STORAGE PT01 VCT1 VB01 179 ALT SPA 180 STOR. PT01 VCT1 VB01 201 VESTIBULE EXTERIOR CP03 VB01 202 LOBBY NS01/ PT CP, LVT1 VB01 203 MEN *PTL, PT PTL3 PTL 204 WOMEN *PTL, PT PTL3 PTL 205 INDOOR PLAY PT RAF VB01 206 OFFICE PT15 CP02 VB01 207 KIDS T *CT01/ PT PTL1 CT01 211 PARTY PT SV02 VB01 212 FAM CHANGING *CT01/ PT PTL1 CT01 213 ACR1 CT01 PTL1 CT01 214 ACR2 CT01 PTL1 CT01 215 CHG FRP1 PTL1 VB01 216 ACR3 CT01 PTL1 CT01 221 W. LOCKERS *CT01/ PT PTL1 CT01 222 W. SHOWERS CT01 PTL1 CT01 223 W. TOILETS *CT01/ PT PTL1 CT01 229 JAN FRP1 VCT1 VB01 231 M. LOCKERS **CT01/ PT PTL1 CT01 232 M. SHOWERS CT01 PTL1 CT01 233 M. TOILETS *CT01/ PT PTL1 CT01 251 POOL DECK PT *SC02 PTL 251 NATORIUM 252 ALT SPORTS POOL 253 POOL MECH PT20 SC01 VB01 254 ELEC PT20 SC01 VB01 255 POOL STORAGE PT20 SC01 VB01 256 POOL OFFICE PT20 PTL1 PTL4 257 GUARD CHG CT01 PTL1 CT01 258 GUARDS PT20 PTL1 PTL4 259 CIRC *CT01/ PT PTL1 CT01 260 Room 261 CARDIO PT CP02 VB01 262 M/P GROUP EX PT RWF2 VCB1 263 ST. PT01 VCT1 VB01 263a ST. PT01 VCT1 VB01 264 TRACK PT RRT1, RRT2 VB01 265 ISLAND - PTL1 - 270 STAIR PT01 RF01, 02 VB01 271 ADMIN PT01, 02 CP02 VB01 272 DESK STAFF PT01 CP02 VB01 273 WATER & FIRE ENTRY PT01 CP02 VB01 274 IT PT01 VCT1 VB01 275 CONFERENC E PT01, 02 CP02 VB01 276 LAN PT01 VCT1 VB01 277 MARKET PT01, 02 CP02 VB01 278 COPY PT02 VCT1 VB01 279 ASST PT01, 02 CP02 VB01 280 STORAGE 281 EXEC DIR PT01, 02 CP02 VB01 282 ELEC PT01 VCT1 VB01 283 HR PT02 CP02 VB01 DN UP UP A B C S T VS S VS S 33 VS S VS S D D D D K K VS S 3 O S S VS S WS 2 T D D 3 3 3 VS S D 3 3 W S3 WS4 W S5 TS1 TS1 TS1 DN UP 121121121121 PTPTPTPT VB01VB01VB01VB01 JR GOLFJR GOLFJR GOLFJR GOLF TURFTURFTURFTURF 122122122122 PTPTPTPT VB01VB01VB01VB01 HITTINGHITTINGHITTINGHITTING TURFTURFTURFTURF 115115115115 PT03PT03PT03PT03 VB01VB01VB01VB01 RECV & STORRECV & STORRECV & STORRECV & STOR VCT1VCT1VCT1VCT1 120120120120 PT01PT01PT01PT01 VB01VB01VB01VB01 STAIRSTAIRSTAIRSTAIR RF01, 02RF01, 02RF01, 02RF01, 02 111111111111 *PTL/ PT*PTL/ PT*PTL/ PT*PTL/ PT PTLPTLPTLPTL WOMENWOMENWOMENWOMEN PTL3PTL3PTL3PTL3 110110110110 *PTL/ PT*PTL/ PT*PTL/ PT*PTL/ PT PTLPTLPTLPTL MENMENMENMEN PTL3PTL3PTL3PTL3 109109109109 PT01PT01PT01PT01 VB01VB01VB01VB01 ELECELECELECELEC VCT1VCT1VCT1VCT1 108108108108 PT01PT01PT01PT01 VB01VB01VB01VB01 P&R DIRECTORP&R DIRECTORP&R DIRECTORP&R DIRECTOR CP02CP02CP02CP02 114114114114 PT01, 02PT01, 02PT01, 02PT01, 02 VB01VB01VB01VB01 CLASSROOMCLASSROOMCLASSROOMCLASSROOM SV02SV02SV02SV02 106106106106 PTPTPTPT VB01VB01VB01VB01 GAMESGAMESGAMESGAMES CP01CP01CP01CP01 107107107107 PT01PT01PT01PT01 VB01VB01VB01VB01 STAFFSTAFFSTAFFSTAFF CP02CP02CP02CP02 101101101101 PT02PT02PT02PT02 VB01VB01VB01VB01 VESTVESTVESTVEST CP03CP03CP03CP03 112112112112 PTPTPTPT VB01VB01VB01VB01 KITCHENKITCHENKITCHENKITCHEN SV02SV02SV02SV02 102102102102 PTPTPTPT VB01VB01VB01VB01 LOUNGELOUNGELOUNGELOUNGE LVT1LVT1LVT1LVT1 105105105105 *CT01, PT*CT01, PT*CT01, PT*CT01, PT CT01CT01CT01CT01 MENMENMENMEN PTL3PTL3PTL3PTL3 104104104104 *CT01, PT*CT01, PT*CT01, PT*CT01, PT CT01CT01CT01CT01 WOMENWOMENWOMENWOMEN PTL3PTL3PTL3PTL3 141141141141 PT01, 02PT01, 02PT01, 02PT01, 02 VB01VB01VB01VB01 COMMUNITYCOMMUNITYCOMMUNITYCOMMUNITY SV02SV02SV02SV02 142142142142 FRP2FRP2FRP2FRP2 VB01VB01VB01VB01 COMMUNITYCOMMUNITYCOMMUNITYCOMMUNITY KITCHENKITCHENKITCHENKITCHEN SV02SV02SV02SV02 143143143143 PT01PT01PT01PT01 VB01VB01VB01VB01 STORAGESTORAGESTORAGESTORAGE VCT1VCT1VCT1VCT1 103103103103 PT02PT02PT02PT02 VB01VB01VB01VB01 EMP ENTRYEMP ENTRYEMP ENTRYEMP ENTRY CP03CP03CP03CP03 131131131131 PTPTPTPT VCB1VCB1VCB1VCB1 GYMGYMGYMGYM RWF1RWF1RWF1RWF1 124124124124 PTPTPTPT VB01VB01VB01VB01 MP GROUP EXMP GROUP EXMP GROUP EXMP GROUP EX RAF1RAF1RAF1RAF1 123123123123 PTPTPTPT VB01VB01VB01VB01 STRENGTHSTRENGTHSTRENGTHSTRENGTH RAF2, 3, 4RAF2, 3, 4RAF2, 3, 4RAF2, 3, 4 132132132132 PT01PT01PT01PT01 VB01VB01VB01VB01 GYM STORAGEGYM STORAGEGYM STORAGEGYM STORAGE VCT1VCT1VCT1VCT1 S10S10S10S10 PT01PT01PT01PT01 VB01VB01VB01VB01 EXIT STAIREXIT STAIREXIT STAIREXIT STAIR RF01, 02RF01, 02RF01, 02RF01, 02 117117117117 CP03CP03CP03CP03 ---- ELEVELEVELEVELEV PLAM1PLAM1PLAM1PLAM1 118118118118 PT01PT01PT01PT01 VB01VB01VB01VB01 STORAGESTORAGESTORAGESTORAGE SC01SC01SC01SC01 VCT1 RWF1 VCT1 RWF1 RWF1 RF01 RF01 AT STAIR LANDINGS, RF02 AT STAIR TREAD/ RISERS METAL THRESHOLDMETAL THRESHOLDMETAL THRESHOLDMETAL THRESHOLD BY G.C.BY G.C.BY G.C.BY G.C. CP03 CP03 SV02 VCT1 SV02 CP04 PTL3 CP04 PTL3 SV02 SV02 CP04 CP01 CP03 SV02 LVT1 CP01 CP02 CP01 LVT1CP01 CP01 CP02 VCT1 PTL3PTL3 RAF2, 3, 4 RAF2, 3, 4 RAF2, 3, 4 RAF2 3-COLOR RAF PATTERN - RAF2, RAF3, RAF4 RAF2 RWF1 SV02 SV02 SV02 SV01 SV02 LVT1 RAF2, 3, 4 LVT1 VCT1 VCT1 SC01 RF01 RF01 AT STAIR LANDING. RF02 ON STAIR TREAD/RISER, TYP. RAF2, 3, 4 S C 0 1 TURF-1 TURF-1 TURF-1 RAF2, 3, 4 RF01 RF02 RAF2, 3, 4 RF02RF02RF02RF02RWF1 RF01 AT STAIR LANDING.RF01 AT STAIR LANDING.RF01 AT STAIR LANDING.RF01 AT STAIR LANDING. RF02 ON STAIR TREAD/RISER, TYP.RF02 ON STAIR TREAD/RISER, TYP.RF02 ON STAIR TREAD/RISER, TYP.RF02 ON STAIR TREAD/RISER, TYP. RF02 ON STAIR TREAD/RISER, TYP. 3-COLOR RAF PATTERN - RAF2, RAF3, RAF4 RAF2, 3, 4RAF1 RAF1 RAF1 METAL THRESHOLDMETAL THRESHOLDMETAL THRESHOLDMETAL THRESHOLD BY G.C.BY G.C.BY G.C.BY G.C. METAL THRESHOLDMETAL THRESHOLDMETAL THRESHOLDMETAL THRESHOLD BY G.C.BY G.C.BY G.C.BY G.C. METAL THRESHOLDMETAL THRESHOLDMETAL THRESHOLDMETAL THRESHOLD BY G.C.BY G.C.BY G.C.BY G.C. METAL THRESHOLDMETAL THRESHOLDMETAL THRESHOLDMETAL THRESHOLD BY G.C.BY G.C.BY G.C.BY G.C. L V T 1 CP04 CP01 CP03 CP04 SV02 VCT1 A213 2 1 A215 5 6 7 8 A219 9 A219 1 10 11 012 2 3 4 A2159 10 A219 6 5 8 7 A215 13 14 11 12 A2221A2223 A222 2 A222 4 A222 6 5 A5032 A5044 A503 3 A504 5 A505 7 A505 4 5A505 2 A506 8 9 NS 0 1 NS 0 1 NS 0 1 NS 0 1 PT08PT08PT08PT08 PT 0 8 PT 0 8 PT 0 8 PT 0 8 PT04PT04PT04PT04 PT 0 8 PT 0 8 PT 0 8 PT 0 8 NS 0 1 NS 0 1 NS 0 1 NS 0 1 PT07PT07PT07PT07 PT 0 7 PT 0 7 PT 0 7 PT 0 7 PT11PT11PT11PT11 PT 1 1 PT 1 1 PT 1 1 PT 1 1 PT05 ON COLUMNS, TYP. A2142 1 A217 3 1 2 4 A217 7 A2176 5 A217 8 A311 4 PT 0 8 PT 0 8 PT 0 8 PT 0 8 PT0 8 PT0 8 PT0 8 PT0 8 PT08PT08PT08PT08 VCT1VCT1VCT1VCT1 SV02SV02SV02SV02 SV02SV02SV02SV02 SV02SV02SV02SV02 PL A M 2 PL A M 2 PL A M 2 PL A M 2 PLA M2 PLA M2 PLA M2 PLA M2 CP02 PT11 PT11 PT11 PT11 PT1 1 PT1 1 PT1 1 PT1 1 PT1 0 PT1 0 PT1 0 PT1 0 PT1 1 PT1 1 PT1 1 PT1 1 PT1 0 PT1 0 PT1 0 PT1 0 PT1 1 PT1 1 PT1 1 PT1 1 PT1 0 PT1 0 PT1 0 PT1 0 PT1 1 PT1 1 PT1 1 PT1 1 EXPOSED STEEL COLUMNS AND CROSS-BRACING - PT05 CP03CP03CP03CP03CP03CP03CP03CP03 180180180180 PT01PT01PT01PT01 VB01VB01VB01VB01 STOR.STOR.STOR.STOR. VCT1VCT1VCT1VCT1 PT0 1 PT0 1 PT0 1 PT0 1 PT10 PT10 PT10 PT10 PT04PT04PT04PT04 PT11PT11PT11PT11 PT 1 2 PT 1 2 PT 1 2 PT 1 2 PT 0 4 PT 0 4 PT 0 4 PT 0 4 PT 0 7 PT 0 7 PT 0 7 PT 0 7 PT 0 7 PT 0 7 PT 0 7 PT 0 7 PT 1 0 PT 1 0 PT 1 0 PT 1 0 PT10PT10PT10PT10 PT 0 4 PT 0 4 PT 0 4 PT 0 4 PT 1 0 PT 1 0 PT 1 0 PT 1 0 PT13PT13PT13PT13 PT 1 3 PT 1 3 PT 1 3 PT 1 3 PT08PT08PT08PT08 PT 0 8 PT 0 8 PT 0 8 PT 0 8 PT 0 8 PT 0 8 PT 0 8 PT 0 8 PT04PT04PT04PT04 PT08PT08PT08PT08 PT 0 4 PT 0 4 PT 0 4 PT 0 4 PT 0 8 PT 0 8 PT 0 8 PT 0 8 PT08 PT08 PT08 PT08 P T 0 8 P T 0 8 P T 0 8 P T 0 8 PT1 5 PT1 5 PT1 5 PT1 5 PT15 PT15 PT15 PT15 PT15 PT15 PT15 PT15 PT 1 5 PT 1 5 PT 1 5 PT 1 5 PT 0 4 PT 0 4 PT 0 4 PT 0 4 PT04PT04PT04PT04PT04PT04PT04PT04 MI R R O R , R A F 2 MI R R O R , R A F 2 MI R R O R , R A F 2 MI R R O R , R A F 2 PT04PT04PT04PT04 PT02 PT02 PT02 PT02 PT09 PT09 PT09 PT09 PT09PT09PT09PT09 PT11 PT11 PT11 PT11 P T 1 1 P T 1 1 P T 1 1 P T 1 1 PT1 1 PT1 1 PT1 1 PT1 1 PT11 PT11 PT11 PT11 PT09PT09PT09PT09 PT 0 7 PT04PT04PT04PT04 PT04PT04PT04PT04 PT 0 4 PT 0 4 PT 0 4 PT 0 4 PT 0 9 PT 0 9 PT09PT09PT09PT09PT09PT09PT09PT09 PT 1 1 PT 1 1 PT11 PT11 PT11 PT07PT07PT07PT07 PT07PT07PT07PT07PT07PT07PT07PT07 PT 1 1 PT 1 1 PT 1 1 PT 1 1 PT 1 1 PT 1 1 PT 1 1 PT 1 1 PT07PT07PT07PT07 CP02CP02CP02CP02 PT 1 3 PT 1 3 PT 1 3 PT 1 3 PT13 PT13 PT13 PT13 PT04 PT04 PT04 PT04 PT 1 3 PT 1 3 PT 1 3 PT 1 3 PT13 PT13 PT13 PT13 PT03 PT03 PT03 PT03 PT03 PT03 PT03 PT03 PT03PT03PT03PT03 PT02PT02PT02PT02 PT 0 2 PT 0 2 PT 0 2 PT 0 2 EXTERIOR STONE PT 1 1 PT 1 1 PT 1 1 PT 1 1 PT10 PT10 PT10 PT10 PT10 PT10 PT10 PT10 PT03 PT03 PT03 PT03 PT0 3 PT0 3 PT0 3 PT0 3 PT08 PT08 PT08 PT08 PT0 3 PT0 3 PT0 3 PT0 3 PT08 PT08 PT08 PT08 PT08 PT08 PT08 PT08 PT04 PT04 PT0 4 PT04 PT04 PT04 PT0 4 PT04 PT03PT03PT03PT03 PT03 PT03 PT03 PT03 PT0 3 PT0 3 PT0 3 PT0 3 PT 0 8 PT 0 8 PT 0 8 PT 0 8 PTL, CT WAINSCOT, PT13 ABOVE PTL, CT WAINSCOT, PT02 ABOVE SV02SV02SV02SV02 PT1 1 PT1 1 PT1 1 PT1 1 PT1 1 PT1 1 PT1 1 PT1 1 PT1 1 PT1 1 PT1 1 PT1 1 PT1 1 PT1 1 PT1 1 PT1 1 PT04 PT04 PT04 PT04 PT11 PT11 PT11 PT11 PT0 4 PT0 4 PT0 4 PT0 4 PT0 4 PT0 4 PT0 4 PT0 4 PT08 PT08 PT08 PT08 PT0 3 PT0 3 PT0 3 PT0 3 PT0 3 PT0 3 PT0 3 PT0 3 PT0 3 PT0 3 PT0 3 PT0 3 PT03 PT03 PT03 PT03 PT08 PT08 PT08 PT08 A311 3 ???? A5034 A503 5 A503 6 A503 7 A706 3 A706 4 A707 1 11 A310 2 A306 A215 15 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 3 : 0 1 : 3 7 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 LOWER LEVEL FINISH PLAN A702 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/8" = 1'-0"1 LOWER LEVEL FINISH PLAN UP UP A B C T T VS S VS S VS S VS S VS S VS S VS S VS S T DD VS S K K D VS S VS S WS1 WS6 UP /1 A704/1 A704 ROOF BELOWROOF BELOWROOF BELOWROOF BELOW ROOF BELOWROOF BELOWROOF BELOWROOF BELOW 261261261261 PTPTPTPT VB01VB01VB01VB01 CARDIOCARDIOCARDIOCARDIO CP02CP02CP02CP02 262262262262 PTPTPTPT VCB1VCB1VCB1VCB1 M/P GROUP EXM/P GROUP EXM/P GROUP EXM/P GROUP EX RWF2RWF2RWF2RWF2 263263263263 PT01PT01PT01PT01 VB01VB01VB01VB01 ST.ST.ST.ST. VCT1VCT1VCT1VCT1 202202202202 NS01/ PTNS01/ PTNS01/ PTNS01/ PT VB01VB01VB01VB01 LOBBYLOBBYLOBBYLOBBY CP, LVT1CP, LVT1CP, LVT1CP, LVT1 203203203203 *PTL, PT*PTL, PT*PTL, PT*PTL, PT PTLPTLPTLPTL MENMENMENMEN PTL3PTL3PTL3PTL3 204204204204 *PTL, PT*PTL, PT*PTL, PT*PTL, PT PTLPTLPTLPTL WOMENWOMENWOMENWOMEN PTL3PTL3PTL3PTL3 272272272272 PT01PT01PT01PT01 VB01VB01VB01VB01 DESK STAFFDESK STAFFDESK STAFFDESK STAFF CP02CP02CP02CP02 274274274274 PT01PT01PT01PT01 VB01VB01VB01VB01 ITITITIT VCT1VCT1VCT1VCT1 276276276276 PT01PT01PT01PT01 VB01VB01VB01VB01 LANLANLANLAN VCT1VCT1VCT1VCT1 271271271271 PT01, 02PT01, 02PT01, 02PT01, 02 VB01VB01VB01VB01 ADMINADMINADMINADMIN CP02CP02CP02CP02 275275275275 PT01, 02PT01, 02PT01, 02PT01, 02 VB01VB01VB01VB01 CONFERENCECONFERENCECONFERENCECONFERENCE CP02CP02CP02CP02 273273273273 PT01PT01PT01PT01 VB01VB01VB01VB01 WATER & FIREWATER & FIREWATER & FIREWATER & FIRE ENTRYENTRYENTRYENTRY CP02CP02CP02CP02 270270270270 PT01PT01PT01PT01 VB01VB01VB01VB01 STAIRSTAIRSTAIRSTAIR RF01, 02RF01, 02RF01, 02RF01, 02 277277277277 PT01, 02PT01, 02PT01, 02PT01, 02 VB01VB01VB01VB01 MARKETMARKETMARKETMARKET CP02CP02CP02CP02 287287287287 PT01, 02PT01, 02PT01, 02PT01, 02 VB01VB01VB01VB01 FINANCEFINANCEFINANCEFINANCE CP02CP02CP02CP02 285285285285 PT02PT02PT02PT02 VB01VB01VB01VB01 FACILITY DIRFACILITY DIRFACILITY DIRFACILITY DIR CP02CP02CP02CP02 283283283283 PT02PT02PT02PT02 VB01VB01VB01VB01 HRHRHRHR CP02CP02CP02CP02 281281281281 PT01, 02PT01, 02PT01, 02PT01, 02 VB01VB01VB01VB01 EXEC DIREXEC DIREXEC DIREXEC DIR CP02CP02CP02CP02 278278278278 PT02PT02PT02PT02 VB01VB01VB01VB01 COPYCOPYCOPYCOPY VCT1VCT1VCT1VCT1 279279279279 PT01, 02PT01, 02PT01, 02PT01, 02 VB01VB01VB01VB01 ASSTASSTASSTASST CP02CP02CP02CP02 284284284284 PT01, 02PT01, 02PT01, 02PT01, 02 VB01VB01VB01VB01 TEMPTEMPTEMPTEMP CP02CP02CP02CP02 282282282282 PT01PT01PT01PT01 VB01VB01VB01VB01 ELECELECELECELEC VCT1VCT1VCT1VCT1 S10S10S10S10 PT01PT01PT01PT01 VB01VB01VB01VB01 EXIT STAIREXIT STAIREXIT STAIREXIT STAIR RF01, 02RF01, 02RF01, 02RF01, 02 RRT1, RRT2 - 2-COLOR WALK/ JOG TRACK CP02CP02 CP02 RRT1, RRT2 RRT1, RRT2 CP 0 2 CP 0 2 CP 0 2 CP 0 2 RR T 1 , R R T 2 CP02 RRT1, RRT2 2-COLOR WALK/ JOG TRACK VCT1RWF2 CP02 RWF2 CP02 RRT1, RRT2 RRT1, RRT2 - 2-COLOR W ALK/ JO G TRACK RF0 2 RF01 ON STAIR LANDING RF02 ON STAIR TREAD/ RISER, TYP. CP02 RR T 1 , R R T 2 - 2 - C O L O R W A L K / J O G T R A C K CP02 CP02 CP02 RRT1, RRT2 CP02 RF01 RF01 AT STAIR LANDINGS, RF02 AT STAIR TREADS/ RISERS CP02 PTL3 LVT1 PTL3 LVT1 R F 0 1 RF01 ON STAIR LANDING RF02 ON STAIR TREAD/ RISER, TYP. CP02 CP02VCT1 VCT1 VCT1 CP02 VCT1 CP0 2 CP02 CP02 CP02 CP02 CP02 CP02 A213 2 1 A2159 10 A216 4 6 8 5 A211 4 2 A219 13 14 15 16 A219 19 20 18 17 A222 16 A222 17 A22220 A506 5 A506 6 A505 12 A501 16 A502 14 PLAM2PLAM2PLAM2PLAM2 PT08 PT08 PT08 PT08 PT0 8 PT0 8 PT0 8 PT0 8 PT1 1 PT1 1 PT1 1 PT1 1 PT11 PT11 PT11 PT11 PT1 1 PT1 1 PT1 1 PT1 1 PT1 1 PT1 1 PT1 1 PT1 1 PT1 0 PT1 0 PT1 0 PT1 0 1 A305 A222 18 A222 19 263a263a263a263a PT01PT01PT01PT01 VB01VB01VB01VB01 ST.ST.ST.ST. VCT1VCT1VCT1VCT1 RWF2 RWF2 VCT1 1 A216 3 TS__TS__TS__TS__ TS__TS__TS__TS__ PT 0 7 PT 0 7 PT07 PT 0 7 PT 1 1 PT11 PT11 PT 1 1 PT11 PT10 PT02 PT 0 2 PT02 PT 0 2 PT02 PT 0 2 PT 1 3 PT13 PT 0 4 PT 1 3 PT 0 4 PT 1 3 PT 0 4 PT 1 3 PT 0 4 PT 0 4 PT 1 3 PT 1 3 PT 0 4 PT 1 3 PT04 PT13 PT04 PT04 PT 1 3 PT04 PT13 PT13 PT10 PT 1 0 A222 22 A2142 1 1 A216 7 A2162 RRT1RRT1RRT1RRT1 RRT2RRT2RRT2RRT2 CP01 PT 0 2 RRT2RRT2RRT2RRT2 RRT1RRT1RRT1RRT1 RF01RF01RF01RF01 CP02CP02CP02CP02 RRT2RRT2RRT2RRT2 RRT1RRT1RRT1RRT1 RRT1RRT1RRT1RRT1 RRT2RRT2RRT2RRT2 CP02CP02CP02CP02 RRT1RRT1RRT1RRT1 RRT2RRT2RRT2RRT2 CP02CP02CP02CP02 CP01CP01CP01CP01 LVT1LVT1LVT1LVT1 PT04 PT04 PT13 PT 1 3 PT04 P T 1 3 PT04 PT 1 3 PT 1 3 PT04 PLA M 2 PLA M 2 PLA M 2 PLA M 2 P T 0 8 PT 0 8 PT 0 4 CP0 2 PT02 PT 0 2 PT 0 1 PT01 PT02 PT 0 2 PT 0 1 PT01 PT 0 2 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 5' - 0 " 5' - 0 " 5' - 0 " 5' - 0 " 1 2 ' - 0 " 2 0 ' - 0 " RRT2RRT2RRT2RRT2 RRT1RRT1RRT1RRT1 PT0 2 PT0 2 PT01 PT0 1 PT01 PT 0 2 PT 0 2 PT02 P T 0 4 PT 0 2 PT 0 2 PT 0 8 PT 0 8 PT 0 8 PT02 A311 5 LVT1 PT 1 1 A507 2 3 4 A507 6 A507 7 A502 1 2 2 A306 A215 15 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 3 : 0 1 : 4 9 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 UPPER LEVEL FINISH PLAN - NORTH A703 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/8" = 1'-0"1 UPPER LEVEL FINISH PLAN- NORTH /1 A703/1 A703 258258258258 PT20PT20PT20PT20 PTL4PTL4PTL4PTL4 GUARDSGUARDSGUARDSGUARDS PTL1PTL1PTL1PTL1 256256256256 PT20PT20PT20PT20 PTL4PTL4PTL4PTL4 POOL OFFICEPOOL OFFICEPOOL OFFICEPOOL OFFICE PTL1PTL1PTL1PTL1 257257257257 CT01CT01CT01CT01 CT01CT01CT01CT01 GUARD CHGGUARD CHGGUARD CHGGUARD CHG PTL1PTL1PTL1PTL1 255255255255 PT20PT20PT20PT20 VB01VB01VB01VB01 POOL STORAGEPOOL STORAGEPOOL STORAGEPOOL STORAGE SC01SC01SC01SC01 253253253253 PT20PT20PT20PT20 VB01VB01VB01VB01 POOL MECHPOOL MECHPOOL MECHPOOL MECH SC01SC01SC01SC01 A114A114A114A114 ---- ---- EXIST POOLEXIST POOLEXIST POOLEXIST POOL EQUIPEQUIPEQUIPEQUIP ---- A112A112A112A112 ---- ---- EXIST POOLEXIST POOLEXIST POOLEXIST POOL MECHMECHMECHMECH ---- A113A113A113A113 ---- ---- EXIST ELECEXIST ELECEXIST ELECEXIST ELEC ---- A111A111A111A111 ---- ---- EXIST LAUNDRYEXIST LAUNDRYEXIST LAUNDRYEXIST LAUNDRY ---- A101A101A101A101 PT20PT20PT20PT20 PTL4PTL4PTL4PTL4 FOYERFOYERFOYERFOYER PTL1PTL1PTL1PTL1 259259259259 *CT01/ PT*CT01/ PT*CT01/ PT*CT01/ PT CT01CT01CT01CT01 CIRCCIRCCIRCCIRC PTL1PTL1PTL1PTL1 A102A102A102A102 PT20PT20PT20PT20 VB01VB01VB01VB01 MECHANICALMECHANICALMECHANICALMECHANICAL SC01SC01SC01SC01 222222222222 CT01CT01CT01CT01 CT01CT01CT01CT01 W. SHOWERSW. SHOWERSW. SHOWERSW. SHOWERS PTL1PTL1PTL1PTL1 223223223223 *CT01/ PT*CT01/ PT*CT01/ PT*CT01/ PT CT01CT01CT01CT01 W. TOILETSW. TOILETSW. TOILETSW. TOILETS PTL1PTL1PTL1PTL1 231231231231 **CT01/ PT**CT01/ PT**CT01/ PT**CT01/ PT CT01CT01CT01CT01 M. LOCKERSM. LOCKERSM. LOCKERSM. LOCKERS PTL1PTL1PTL1PTL1 233233233233 *CT01/ PT*CT01/ PT*CT01/ PT*CT01/ PT CT01CT01CT01CT01 M. TOILETSM. TOILETSM. TOILETSM. TOILETS PTL1PTL1PTL1PTL1 232232232232 CT01CT01CT01CT01 CT01CT01CT01CT01 M. SHOWERSM. SHOWERSM. SHOWERSM. SHOWERS PTL1PTL1PTL1PTL1 A108A108A108A108 PT20PT20PT20PT20 VB01VB01VB01VB01 POOL STORAGEPOOL STORAGEPOOL STORAGEPOOL STORAGE SC01SC01SC01SC01 A110A110A110A110 ---- ---- EXISTEXISTEXISTEXIST NATATORIUMNATATORIUMNATATORIUMNATATORIUM ---- A107A107A107A107 *CT01/ PT*CT01/ PT*CT01/ PT*CT01/ PT CT01CT01CT01CT01 M. TEAMM. TEAMM. TEAMM. TEAM LOCKERLOCKERLOCKERLOCKER PTL1PTL1PTL1PTL1 205205205205 PTPTPTPT VB01VB01VB01VB01 INDOOR PLAYINDOOR PLAYINDOOR PLAYINDOOR PLAY RAFRAFRAFRAF 211211211211 PTPTPTPT VB01VB01VB01VB01 PARTYPARTYPARTYPARTY SV02SV02SV02SV02 202202202202 NS01/ PTNS01/ PTNS01/ PTNS01/ PT VB01VB01VB01VB01 LOBBYLOBBYLOBBYLOBBY CP, LVT1CP, LVT1CP, LVT1CP, LVT1 201201201201 EXTERIOREXTERIOREXTERIOREXTERIOR VB01VB01VB01VB01 VESTIBULEVESTIBULEVESTIBULEVESTIBULE CP03CP03CP03CP03 206206206206 PT15PT15PT15PT15 VB01VB01VB01VB01 OFFICEOFFICEOFFICEOFFICE CP02CP02CP02CP02 207207207207 *CT01/ PT*CT01/ PT*CT01/ PT*CT01/ PT CT01CT01CT01CT01 KIDS TKIDS TKIDS TKIDS T PTL1PTL1PTL1PTL1 229229229229 FRP1FRP1FRP1FRP1 VB01VB01VB01VB01 JANJANJANJAN VCT1VCT1VCT1VCT1 213213213213 CT01CT01CT01CT01 CT01CT01CT01CT01 ACR1ACR1ACR1ACR1 PTL1PTL1PTL1PTL1 212212212212 *CT01/ PT*CT01/ PT*CT01/ PT*CT01/ PT CT01CT01CT01CT01 FAM CHANGINGFAM CHANGINGFAM CHANGINGFAM CHANGING PTL1PTL1PTL1PTL1 214214214214 CT01CT01CT01CT01 CT01CT01CT01CT01 ACR2ACR2ACR2ACR2 PTL1PTL1PTL1PTL1 215215215215 FRP1FRP1FRP1FRP1 VB01VB01VB01VB01 CHGCHGCHGCHG PTL1PTL1PTL1PTL1 216216216216 CT01CT01CT01CT01 CT01CT01CT01CT01 ACR3ACR3ACR3ACR3 PTL1PTL1PTL1PTL1 221221221221 *CT01/ PT*CT01/ PT*CT01/ PT*CT01/ PT CT01CT01CT01CT01 W. LOCKERSW. LOCKERSW. LOCKERSW. LOCKERS PTL1PTL1PTL1PTL1 AS P A H L T P A V I N G ASPAHLT PAVING ASPAHLT PAVING 001001001001 PTPTPTPT PTLPTLPTLPTL ACTIVITY POOLACTIVITY POOLACTIVITY POOLACTIVITY POOL *SC02*SC02*SC02*SC02 265265265265 ---- ---- ISLANDISLANDISLANDISLAND PTL1PTL1PTL1PTL1 A106A106A106A106 *CT01/ PT*CT01/ PT*CT01/ PT*CT01/ PT CT01CT01CT01CT01 W. TEAMW. TEAMW. TEAMW. TEAM LOCKERSLOCKERSLOCKERSLOCKERS PTL1PTL1PTL1PTL1A105A105A105A105 CT01CT01CT01CT01 VB01VB01VB01VB01 STORAGESTORAGESTORAGESTORAGE CP03CP03CP03CP03 A109A109A109A109 ---- ---- EXIST POOLEXIST POOLEXIST POOLEXIST POOL DECKDECKDECKDECK ---- 254254254254 PT20PT20PT20PT20 VB01VB01VB01VB01 ELECELECELECELEC SC01SC01SC01SC01 A115A115A115A115 ---- ---- EXIST CHEMEXIST CHEMEXIST CHEMEXIST CHEM ---- CP01CP04 LVT1 CP03 CP04 SV02 PTL1 PTL1 VCT1 PTL1 CP03 RAF5 RAF5 RAF5 RAF1 RAF1 RAF5 RAF5 RAF5CP02 PTL1 PTL1 PTL1 PTL1 PTL1 PTL1 PTL1 SC01 PTL1 PTL1 SC02 SC01 PTL1 PTL1 SC01 PTL1 PTL1 PTL1 PTL1 PTL1 CP03 PTL1 SC02 SC01 SC02 SC02 SC02 SC02 PTL1 PTL1 SC02 PTL1 PTL1 CP01 SV02 PTL1 PTL1 CP04 PTL1 SC01 A2121 3 2 4 A211 5 63 A211 4 2 A21822 A218 13 A218 10 9 11 12 A218 14 15 16 17 A218 26 24 23 25 A218 19 21 A218 18 A218 20 A218 1 2 3 4 A218 5 6 7 8 A2153 1 2 A2227 A222 10 A222 8 A505 14 A504 7 A50412 A502 14 A504 13 A505 10 9 A506 4 3 A504 14 A505 15 PT14PT14PT14PT14 PT 1 4 PT 1 4 PT 1 4 PT 1 4 PT15PT15PT15PT15 PT 1 5 PT 1 5 PT 1 5 PT 1 5 PT 1 5 PT 1 5 PT 1 5 PT 1 5 PT 1 8 PT 1 8 PT 1 8 PT 1 8 PT 1 8 PT 1 8 PT 1 8 PT 1 8 PT17PT17PT17PT17 CP03 PTL10PTL10PTL10PTL10 PTL13PTL13PTL13PTL13 PTL11PTL11PTL11PTL11 PTL1 PTL10PTL10PTL10PTL10 PTL13PTL13PTL13PTL13 PTL11PTL11PTL11PTL11 PTL10PTL10PTL10PTL10 PTL13PTL13PTL13PTL13 PTL11PTL11PTL11PTL11 PTL10PTL10PTL10PTL10 PTL13PTL13PTL13PTL13 PTL12PTL12PTL12PTL12 PTL10PTL10PTL10PTL10 PTL13PTL13PTL13PTL13 PTL12PTL12PTL12PTL12 PTL10PTL10PTL10PTL10 PTL13PTL13PTL13PTL13 PTL12PTL12PTL12PTL12 STONE CLADDING - EXTERIOR FINISH PT08PT08PT08PT08PT08PT08PT08PT08 PT 0 8 PT 0 8 PT 0 8 PT 0 8 PT08PT08PT08PT08 PT08PT08PT08PT08 PT15PT15PT15PT15 PT 0 2 PT 0 2 PT 0 2 PT 0 2 PT 0 2 PT 0 2 PT 0 2 PT 0 2 PT 0 2 PT 0 2 PT 0 2 PT 0 2 CP04 PT03PT03PT03PT03 PT 0 3 PT 0 3 PT 0 3 PT 0 3 PT 0 3 PT 0 3 PT 0 3 PT 0 3 PT 0 3 PT 0 3 PT 0 3 PT 0 3 1 A216 3 4 1 11 CP04 CP04 CP01 PT14PT14PT14PT14 PT19PT19PT19PT19 PT19PT19PT19PT19 PT 1 5 PT 1 5 PT 1 5 PT 1 5 A502 1 2 A706 5 A707 2 SC02 SC02 A104A104A104A104 VESTIBULEVESTIBULEVESTIBULEVESTIBULEGLT1PT07 PT07 PT07 PT03PT03PT03PT03PT03PT03PT03PT03 PT03PT03PT03PT03 PT 0 8 PT 0 8 PT 0 8 PT 0 8 NS02, 03NS02, 03NS02, 03NS02, 03 PT 1 0 PT 1 0 PT 1 0 PT 1 0 PT10PT10PT10PT10 PT 0 6 PT 0 6 PT 0 6 PT 0 6 PT06PT06PT06PT06 A212 5 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 3 : 0 2 : 4 2 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 UPPER LEVEL FINISH PLAN - SOUTH A704 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/8" = 1'-0"1 UPPER LEVEL FINISH PLAN - SOUTH SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 10 / 3 1 / 2 0 1 6 3 : 0 2 : 5 5 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 MATERIALS LIST A705 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O MATERIALS LIST MATERIAL DIVISION FINISH CODE MANUFACTURER DESCRIPTION COLOR SPECIFICATION REMARKS 09 6500 VCT1 ARMSTRONG VINYL COMPOSITION TILE 54831 OLIVE CHROMASPIN; PREMIUM EXCELON; TILE SIZE: 12" x 12" ARMSTRONG DIRECT 1-877 ARMSTRONG 09 6519 09 6519 LVT1 *MOHAWK GROUP LUXURY VINYL TILE 931 NIMBUS SERIES: GLOBAL ENTRY - ANTIEK C0015; COLOR: 931 NIMBUS ARMSTRONG: 09 6566 09 6566 RAF1 MATS INC. RESILIENT ATHLETIC FLOORING SILVER OAK SERIES: WOOD FLEX; COLOR: SILVER OAK; 6'-7" W. ROLL GOODS, 6mm THICK MATS INC.: www.matsinc.com; 1-800-MATS-INC 09 6566 RAF2 DINOFLEX RESILIENT ATHLETIC FLOORING CASINO ROYALE, 514E44 SERIES: EVOLUTION - TILES, IMAGINATION, TILE SIZE: 38" x 38", 8mm THICK DINOFLEX CONTACT: www.dinoflex.com 09 6566 RAF3 DINOFLEX RESILIENT ATHLETIC FLOORING - RUNNING TRACK SANDALWOOD, 01E80 SERIES: EVOLUTION - TILES, IMAGINATION, TILE SIZE: 38" x 38", 8mm THICK DINOFLEX CONTACT: www.dinoflex.com 09 6566 RAF4 DINOFLEX RESILIENT ATHLETIC FLOORING CALYPSO RED 014E93 SERIES: EVOLUTION - TILES, IMAGINATION, TILE SIZE: 38" x 38", 8mm THICK DINOFLEX CONTACT: www.dinoflex.com 09 6566 RAF5 DINOFLEX SPORTS FLOORING COLOR: SAGE, 014E474 SERIES: NEXT STEP, HIGH IMPACT, 1/2" THICK (12 mm (4+8)) DINOFLEX: www.dinoflex.com 09 6566 RRT1 MONDO RESILIENT ATHLETIC FLOORING P18 MEDIUM BLUE, TEXTURE: SEALSKIN SERIES: SPORTFLEX, THICKNESS: 3/8", ROLL WIDTH: 5'-7" W. LOCATION: RUNNING TRACK. www.mondousa.com; CONTACT: PETER MURPHY, 1-800-682-5192 09 6566 RRT2 MONDO RESILIENT ATHLETIC FLOORING P58 COGNAC, TEXTURE: SEALSKIN SERIES: SPORTFLEX, THICKNESS: 3/8", ROLL WIDTH: 3'-0" W. LOCATION: RUNNING TRACK. www.mondousa.com; CONTACT: PETER MURPHY, 1-800-682-5192 09 6813 09 6813 CP01 *TANDUS/ CENTIVA CARPET TILE COLOR: RARE EARTH 45207 PATTERN: EMPHASIZE - 04262, 24" x 24" CARPET TILES; INSTALLATION METHOD: MONOLITHIC *TANDUS/ CENTIVA: www.tandus-centiva.com; 1-800-248-2878 09 6813 CP02 *MOHAWK GROUP CARPET - BROADLOOM COLOR: 968 SMOKY MARTINI STYLE NAME: BOLD STROKES - BQ362; COLOR: SMOKY MARTINI - 968; 12'-0" W. BROADLOOM *MOHAWK GROUP: www.mohawkgroup.com; 1-800-554-6637 09 6813 CP03 *MOHAWK GROUP/ LEES WALK-OFF CARPET TILE COLOR: 989 OBSIDIAN STYLE NAME: STEP IN STYLE II; NUMBER: QL312, TILE SIZE: 24" x 24", INSTALLATION METHOD: 1/4 TURN *MOHAWK GROUP: www.mohawkgroup.com; 1-800-554-6637 09 6813 CP04 *TANDUS/CENTIVA WALK-OFF CARPET TILE COLOR: 26215 TEMPER STYLE NAME: ASSERTIVE STRIA 04839; COLOR: TEMPER 26215; TILE SIZE: 24" x 24", INSTALLATION METHOD: 1/4 TURN *TANDUS/ CENTIVA: www.tandus-centiva.com; 1-800-248-2878 09 7733 09 7733 FRP1 *CRANE COMPOSITES FRP BOARD WHITE FIBER REINFORCED PANEL, SERIES: KEMLITE - GLASS BOARD-FSI. 075, COLOR 385 WHITE, FINISH SMOOTH GLOSS *CRANE COMPOSITES: www.cranecomposites.com 09 7733 FRP2 *CRANE COMPOSITES FRP BOARD CHROME CANVAS FIBER REINFORCED PANEL, SERIES: DESIGNS; PATTERN: CHROME CANVAS 011C; THICKNESS: .075" *CRANE COMPOSITES: www.cranecomposites.com 09 9000 09 9000 PT01 *BENJAMIN MOORE PAINT ACADIA WHITE AC-41, ACADIA WHITE; EGGSHELL FINISH *BENJAMIN MOORE; www.benjaminmoore.com 09 9000 PT02 *BENJAMIN MOORE PAINT ASHLEY GRAY ASHLEY GRAY; HC-87; EGGSHELL FINISH *BENJAMIN MOORE; www.benjaminmoore.com 09 9000 PT03 BENJAMIN MOORE PAINT GALVESTON GRAY GALVESTON GRAY; AC-27; EGGSHELL FINISH EGGSHELL FINISH 09 9000 PT04 *BENJAMIN MOORE PAINT MIDSUMMER NIGHT MIDSUMMER NIGHT; 2134-20; EGGSHELL FINISH *BENJAMIN MOORE; www.benjaminmoore.com 09 9000 PT05 *BENJAMIN MOORE PAINT MIDSUMMER NIGHT, SEMI-GLOSS FINISH MIDSUMMER NIGHT; 2134-20; SEMI-GLOSS FINISH *BENJAMIN MOORE; www.bejnjaminmoore.com 09 9000 PT06 *BENJAMIN MOORE PAINT DILL PICKLE DILL PICKLE; 2147-40; EGGSHELL FINISH *BENJAMIN MOORE; www.benjaminmoore.com 09 9000 PT07 *BENJAMIN MOORE PAINT VAN DEUSEN BLUE VAN DEUSEN BLUE; HC-156; EGGSHELL FINISH *BENJAMIN MOORE; www.benjaminmoore.com 09 9000 PT08 BENJAMIN MOORE PAINT GUACAMOLE GUACAMOLE; 2144-10; EGGSHELL FINISH *BENJAMIN MOORE; www.benjaminmoore.com 09 9000 PT09 *BENJAMIN MOORE PAINT ARROYO RED *ARROYO RED; 2085-10; EGGSHELL FINISH *BENJAMIN MOORE; www.benjaminmoore.com 09 9000 PT10 *SHERWIN WILLIAMS PAINT COPPER POT - SW 7709 COPPER POT; SW 7709; EGGSHELL FINISH *SHERWIN WILLIAMS; www.sherwin-williams.com; 1-800-4-SHERWIN 09 9000 PT11 *BENJAMIN MOORE PAINT LIVINGSTON GOLD LIVINGSTON GOLD; HC-16; EGGSHELL FINISH *BENJAMIN MOORE; www.benjaminmoore.com 09 9000 PT12 *BENJAMIN MOORE PAINT MOUNTAIN LAUREL MOUNTAIN LAUREL; AC-20; EGGSHELL FINISH *BENJAMIN MOORE; www.benjaminmoore.com 09 9000 PT13 *BENJAMIN MOORE PAINT LENOX TAN LENOX TAN; HC-44; EGGSHELL FINISH *BENJAMIN MOORE; www.benjaminmoore.com 09 9000 PT14 *BENJAMIN MOORE PAINT PEAR GREEN PEAR GREEN; 2028-40; EGGSHELL FINISH *BENJAMIN MOORE; www.benjaminmoore.com 09 9000 PT15 *BENJAMIN MOORE PAINT IGUANA GREEN IGUANA GREEN; 2028-10; EGGSHELL FINISH *BENJAMIN MOORE; www.benjaminmoore.com 09 9000 PT16 *BENJAMIN MOORE PAINT RUST RUST; 2175-30; EGGSHELL FINISH *BENJAMIN MOORE; www.benjaminmoore.com 09 9000 PT17 *BENJAMIN MOORE PAINT AMERICAN CHEESE AMERICAN CHEESE; 2019-40; EGGSHELL FINISH *BENJAMIN MOORE; www.benjaminmoore.com 09 9000 PT18 *BENJAMIN MOORE PAINT BLUE FLOWER BLUE FLOWER; 2057-60; EGGSHELL FINISH *BENJAMIN MOORE; www.benjaminmoore.com 09 9000 PT19 *BENJAMIN MOORE PAINT SAN ANTONIO GRAY SAN ANTONIO GRAY; AC-29; EGGSHELL FINISH *BENJAMIN MOORE; www.benjaminmoore.com 09 9000 ST01 GC STAIN CUSTOM STAIN STAIN TO MATCH: PLASTIC LAMINATE: WILSONART, RUSSET ALONA, Y0291K-12 G.C. TO SUBMIT SAMPLE TO ARCHITECT FOR APPROVAL. 09 9610 09 9610 OM01 SCUFFMASTER/ WOLF GORDON METALLIC PAINT SOLID METAL, SM8008, SPRAYED METALLIC PAINT, SERIES: HARRIS COLLECTION 3 - VERSATILE METALLICS CONTACT: KENLEY GRAVES, 1-800-347-0550, EXT. 852 09 9610 PT20 TNEMEC HIGH PERFORMANCE COATING TNEMEC - CUSTOM PAINT COLOR SPECIALTY PAINT, SERIES 113, SATIN FINISH; MATCH: BENJAMIN MOORE; AC-41; ACADIA WHITE TNEMEC CONTACT: www.tnemec.com; 1-800-863-6321; LOCATION: INDOOR POOLS AND WET AREAS 09 9610 PT21 TNEMEC HIGH PERFORMANCE COATINGS TNEMEC - CUSTOM PAINT COLOR SPECIALTY PAINT, SERIES: 113, SATIN FINISH; MATCH: BENJAMIN MOORE; ASHLEY GRAY, HC-87 TNEMEC CONTACT: www.tnemec.com; 1-800-863-6321; LOCATION: INDOOR POOLS AND WET AREAS 09 9610 PT22 TNEMEC HIGH PERFORMANCE COATINGS TNEMEC - CUSTOM COLOR SPECIALTY PAINT, SERIES: 113, SATIN FINISH; MATCH: BENJAMIN MOORE; AC-27, GALVESTON GRAY TNEMEC CONTACT: www.tnemec.com; 1-800-863-6321, LOCATION: INDOOR POOLS AND WET AREAS 09 9610 PT23 TNEMEC HIGH PERFORMANCE COATINGS TNEMEC - CUSTOM PAINT COLOR SPECIALTY PAINT, SERIES: 113, SATIN FINISH; MATCH: BENJAMIN MOORE; HC-156; VAN DEUSEN BLUE TNEMEC CONTACT: www.tnemec.com; 1-800-863-6321, LOCATION: INDOOR POOLS AND WET AREAS 09 9610 PT24 TNEMEC HIGH PERFORMANCE COATINGS TNEMEC - CUSTOM PAINT COLOR SPECIALTY PAINT, SERIES: 113, SATIN FINISH; MATCH: BENJAMIN MOORE; 2144-10, GUACAMOLE TNEMEC CONTACT: www.tnemec.com; 1-800-863-6321, LOCATION: INDOOR POOLS AND WET AREAS 10 2133 10 2133 TPM1 *SCRANTON PRODUCTS TOILET PARTITION - SOLID PLASTIC CHARCOAL GREY, TEXTURE: OP SERIES: HINY HIDERS, SOLID PLASTIC TOILET PARTITIONS * SCRANTON PRODUCTS: www.scrantonproducts.com; 1-800-445-5148 10 2166 10 2166 SP01 *SCRANTON PRODUCTS SHOWER PARTITION - SOLID PLASTIC CHARCOAL GREY, TEXTURE: OP SERIES: SOLID PLASTIC SHOWER PARTITIONS * SCRANTON PRODUCTS: www.scrantonproducts.com; 1-800-445-5148 10 2239 10 2239 OP01 *MODERNFOLD OPERABLE PARTITION METAL TRIM AND HINGES: DARK BRONZE; VINYL FACE: SONESTA; CLIFFHANGER - 434 PAIRED PANEL #932; STC OF 41; VINYL FACE, METAL TRIM AND HINGES * MODERNFOLD: 1-800-869-9685 10 5129 10 5129 PLAM01 *VARIOUS - TBD PHENOLIC LOCKERS WILSONART, RUSSET ALONA; Y0291K-12; SOFTGRAIN FINISH WITH AEON PHENOLIC CORE LOCKERS WITH LAMINATE FINISH ON LOCKER DOORS; LAMINATE: WILSONART, RUSSET ALONA; Y0291K-12; SOFTGRAIN FINISH WITH AEON; SATIN CHROME HARDWARE *PHENOLIC LOCKER MANUFAC. TBD 11 6623 11 6623 GP01 * PORTER GYM WALL PADS MAROON - 10 WALL PADDING, 2" SUPERSAFE PAD (570 SERIES); 6'-0" H.; 00347-100; A STYLE; WALL ATTACHMENT: Z-CLIP * PORTER: 1-888-277-7778 12 3600 12 3600 SA01 CORIAN SOLID SURFACE BURLED BEACH BURLED BEACH; 1/2" THICK CORIAN DIRECT 800-426-7426 12 3600 SA02 CORIAN SOLID SURFACE LAVA ROCK LAVA ROCK CONTACT: 1-800-426-7426, www.corian.com MATERIALS LIST MATERIAL DIVISION FINISH CODE MANUFACTURER DESCRIPTION COLOR SPECIFICATION REMARKS SA03 WILSONART SOLID SURFACE CALYPSO MELANGE CALYPSON MELANGE; 9073ML CONTACT: WILSONART; 1-800-43222, www.wilsonart.com 03 3000 03 3000 SC01 GC SEALED CONCRETE Sealed Concrete 03 3000 SC02 GC SEALED CONCRETE ACID-ETCH FINISH STAINED AND SEALED CONCRETE, MAG-SWIRL FINISH WITH ACID-ETCHING LOCATIONS: INDOOR POOL DECKS 06 4100 06 4100 MET1 *CHEMETAL METAL BLACKENED ALUMINUM 606 BLACKENED ALUMINUM *CHEMETAL: www.chemetal.com; 1-800-807-7341 06 4100 MET2 *WILSONART METAL MATTE GREY BRONZE DECORATIVE METALS; 6101 (415) MATTE GREY BRONZE *WILSONART: www.wilsonartlaminate.com; 1-800-433-3222 06 4100 PLAM1 WILSONART PLASTIC LAMINATE RUSSET ALONA RUSSET ALONA; Y0291K-12; SOFTGRAIN FINISH WITH AEON WILSONART REP: MEGAN RAWLIN 407-832-5388 06 4100 PLAM2 *WILSONART PLASTIC LAMINATE LANDMARK WOOD; 7981K-12 LANDMARK WOOD; 7981K-12; SOFTGRAIN FINISH *WILSONART: www.wilsonart.com 06 4100 PLAM3 *WILSONART PLASTIC LAMINATE ANTIQUE WOOD ANTIQUE WOOD; SOFTGRAIN FINISH: Y0056K-12 WILSONART REP: MEGAN RAWLIN 407-832-5388 06 4100 PLAM4 PIONITE PLASTIC LAMINATE AZURRA AZURRA, AB081, SUEDE FINISH PIONITE CONTACT: TIFFANY TURNER: tiffany_turner@panolam.com 06 4100 PLAM5 FORMICA PLASTIC LAMINATE LEAF GREEN LEAF GREEN; 8820-58; MATTE FINISH FORMICA DIRECT: 1-800-FORMICA; CONTACT: WENDY STELK: wendy.stelk@formica.com 06 4100 PLAM6 FORMICA PLASTIC LAMINATE ARTICHOKE ARTICHOKE; 800-58; MATTE FINISH FORMICA DIRECT: 1-800-FORMICA; CONTACT: WENDY STELK: wendy.stelk@formica.com 06 4100 PLAM7 FORMICA PLASTIC LAMINATE OILED WALNUT; 5487-NT OILED WALNUT; 5487-NT FORMICA DIRECT: 1-800-FORMICA; CONTACT: WENDY STELK: wendy.stelk@formica.com 09 3000 09 3000 CT01 DALTILE GLAZED CERAMIC TILE COLOR: EM03 GRAY SERIES: EMBLEM, SIZE: 7" x 20", 3 1/2" x 20" BULLNOSE; TILE THICKNESS: 5/16" DALTILE: CONTACT: CRYSTAL NODSLE: Crystal.Nodsle@daltile.com; (720)705-0505 09 3000 GT01 LATICRETE GROUT COLOR: 24 NATURAL GREY GROUT AT WALLS AND FLOORS, LATICRETE SPECTRALOCK PRO GROUT LATICRETE: 1-800-243-4788, www.laticrete.com 09 3000 PTL1 DALTILE PORCELAIN TILE DK14 MOONLIGHT SERIES: KEYSTONES BLENDS; DK14 - MOONLIGHT; 1" x 1" MOSAICS, DOT MOUNTED ON 1' x 2' SHEETS DALTILE CONTACT: CRYSTAL NODSLE: Crystal.Nodsle@daltile.com; (720) 705-0505 09 3000 PTL2 DALTILE PORCELAIN TILE YM02 PECAN SERIES: YORKWOOD MANOR; COLOR: YM02 PECAN; TILE SIZE: 6" x 36" x 5/16" THICK DALTILE CONTACT: CRYSTAL NODSLE: Crystal.Nodsle@daltile.com; (720) 705-0505 09 3000 PTL3 DALTILE PORCELAIN TILE COLOR: COPPER HAZE, ID03 SERIES: INVOKE, COLOR: COPPER HAZE ID03 SIZE: 6" x 24" TILE, 3/8" THICK DALTILE CONTACT: CRYSTAL NODSLE: Crystal.Nodsle@daltile.com; (720)705-0505 09 3000 PTL4 DALTILE PORCELAIN TILE COPPER HAZE, ID03 SERIES: INVOKE, SIZE: 6" x 12" UNIVERSAL COVE BASE, 1" X 6" OUTCORNER BASE PIECE; COLOR: COPPER HAZE ID03 DALTILE CONTACT: CRYSTAL NODSLE: Crystal.Nodsle@daltile.com; (720)705-0505 09 3000 PTL5 NOT USED PORCELAIN TILE 09 3000 PTL6 DALTILE PORCELAIN TILE D014 DESERT GRAY SERIES: KEYSTONES COLORBODY PORCELAIN MOSAICS, SIZE: 1" x 1" MOSAICS DALTILE CONTACT: CRYSTAL NODSLE: Crystal.Nodsle@daltile.com; (720)705-0505 09 3000 PTL7 DALTILE PORCELAIN TILE D317 BISCUIT SERIES: KEYSTONES COLORBODY PORCELAIN MOSAICS, SIZE: 1" x 1" MOSAICS DALTILE CONTACT: CRYSTAL NODSLE; Crystal.Nodsle@daltile.com; (720)705-0505 09 3000 PTL8 DALTILE PORCELAIN TILE D311 BLACK SERIES: KEYSTONES COLORBODY PORCELAIN MOSAICS, SIZE: 1" x 1" MOSAICS DALTILE CONTACT: LISA PASQUALE; lisa.pasquale@daltile.com; (303) 859-2406 09 3000 PTL9 NOT USED PORCELAIN TILE 09 3000 PTL10 DALTILE PORCELAIN TILE D090 PUMPKIN SPICE SERIES: KEYSTONES COLORBODY PORCELAIN MOSAICS, SIZE: 1" x 1" MOSAICS DALTILE CONTACT: CRYSTAL NODSLE; 09 3000 PTL11 DALTILE PORCELAIN TILE D619 LIME SHERBERT SERIES: KEYSTONES COLORBODY PORCELAIN MOSAICS, SIZE: 1" x 1" MOSAICS DALTILE CONTACT: CRYSTAL NODSLE; 09 3000 PTL12 DALTILE PORCELAIN TILE OAK MOSS D195 SERIES: KEYSTONES COLORBODY PORCELAIN MOSAICS, SIZE: 1" x 1" MOSAICS DALTILE CONTACT: CRYSTAL NODSLE; 09 3000 PTL13 DALTILE PORCELAIN TILE NAVY D189 SERIES: KEYSTONES COLORBODY PORCELAIN MOSAICS, SIZE: 1" x 1" MOSAICS DALTILE CONTACT: CRYSTAL NODSLE; 09 3023 09 3023 GLT1 *DALTILE GLASS TILE COLOR: NEVIS F153 SERIES: SOIREE, TILE SIZE: 5/8" x RANDOM LENGTHS; COLOR: NEVIS F153 09 3033 09 3033 NS01 NOT USED 09 3033 NS02 DALTILE NATURAL STONE TILE L757 - GRAY SERIES: ARCTIC GRAY LIMESTONE; COLOR: GRAY - L757; SIZE: 2" X 6" SPLITFACE MOSAICS ON 12" x 14" SHEETS DALTILE CONTACT: CRYSTAL NODSLE: Crystal.Nodsle@daltile.com; (720) 705-0505 09 3033 NS03 DALTILE NATURAL STONE TILE MOSAICS DA16 - FUSION GRIS CHEVRON - LARGE SERIES: LIMESTONE; FUSION GRIS LARGE CHEVRON, MODEL #: DA16; FINISH: HONED; CHEVRON MOSAICS MOUNTED ON APPROX. 12" X 22" SHEETS DALTILE CONTACT: CRYSTAL NODSLE: Crystal.Nodsle@daltile.com; (720) 705-0505 09 5100 09 5100 LC01 ARMSTRONG CEILING TILE AND GRID COLOR FOR CIRRUS TILES AND GRID: WHITE CIRRUS, MODEL #: 556, ANGLED TEGULAR EDGE, 2' x 2' ; GRID: 15/16 PRELUDE GRID ARMSTRONG DIRECT 1-877 ARMSTRONG 09 5100 LC02 ARMSTRONG CEILING TILE AND GRID CIRRUS TILE AND GRID COLOR: WHITE CIRRUS, MODEL #: 513, ANGLED TEGULAR EDGE, 2' x 4' TILES (SCORING CREATES 2' x 2' LOOK), 15/16" PRELUDE GRID ARMSTRONG DIRECT 1-877 ARMSTRONG 09 5100 LC03 ARMSTRONG CEILING TILE AND GRID TILE AND GRID COLOR: WHITE CERAMAGUARD - FINE FISSURED, MODEL #: 607, SQUARE EDGE, 2' x 2' TILES, 15/16" PRELUDE XL GRID (EXTERIOR GRADE) ARMSTRONG DIRECT 1-877 ARMSTRONG. LOCATION: WET AREAS 09 5100 LC04 ARMSTRONG CEILING TILE AND GRID TILE AND GRID COLOR: WHITE CLEAN ROOM VL - UNPERFORATED, MODEL #: 868, SQUARE EDGE, 2' x 2' TILES, 15/16" PRELUDE GRID ARMSTRONG DIRECT 1-877 ARMSTRONG 09 5100 LC05 ARMSTRONG CEILING TILE, GRID, AND TRIM CIRRUS TILE, AXIOM TRIM, AND GRID COLOR: WHITE CIRRUS, MODEL #: 556, ANGLED TEGULAR EDGE, 2' x 2' TILES, 15/16" PRELUDE GRID. USE WITH AXIOM 6"H. TRIM AT PERIMETER EDGE OF "CLOUDS". ARMSTRONG DIRECT 1-877 ARMSTRONG 09 5100 LC06 ARMSTRONG CEILING TILE AND GRID COLOR FOR TILES AND GRID: WHITE CIRRUS, MODEL #: 513, ANGLED TEGULAR EDGE, PROVIDE 6" wrapped Batt insulation above ceiling full extent of room over 2' x 4' TILE (SCORING CREATES 2' x 2' LOOK). GRID: 15/16 PRELUDE GRID ARMSTRONG DIRECT 1-877 ARMSTRONG 09 6429 09 6429 RWF1 CONNOR/ AGA RESILIENT WOOD FLOOR ASSEMBLY MAPLE, GRADE 2 WOOD FLOOR ASSEMBLY: DURACUSHION I; WOOD SPECIES: MAPLE - GRADE 2; FINISH: CLEAR COAT CONNOR: www.connorsports.com; LOCATION: GYM 131 09 6429 RWF2 CONNOR/ AGA RESILIENT WOOD FLOOR ASSEMBLY MAPLE, GRADE 2 WOOD FLOOR ASSEMBLY: NEOSHOCK; WOOD SPECIES: MAPLE - GRADE 2; FINISH: CLEAR COAT CONNOR: www.connorsports.com; LOCATION: GROUP EXERCISE 262 09 6429 VCB1 JOHNSONITE RUBBER VENTED COVE BASE M 900 - BLACK RUBBER VENTED COVE BASE, 4" H. WITH 2" TOE JOHNSONITE DIRECT 800-899-8916; LOCATION: BASE AT GYMNASIUM AND GROUP EXERCISE STUDIO - ROOMS WITH REAL WOOD FLOOR ASSEMBLIES 09 6500 09 6500 RF01 JOHNSONITE RUBBER TILE FLOORING COLOR: HNSP-LH8; TOSCANA, HAMMERED TEXTURE SERIES: MICROTONE, TILE SIZE: 24" x 24", THICKNESS: 1/8" JOHNSONITE: 1-800-899-8916 09 6500 RF02 JOHNSONITE RUBBER TREAD/RISER COMBINATION COLOR: MICROTONE - HNSP-LD6 COSMOLOGY B, HAMMERED TEXTURE, VISUALLY IMPAIRED GRIT TAPE COLOR: GRAY SERIES: MICROTONE RUBBER TREAD/RISER, MODEL #: THICKNESS: 1/8" JOHNSONITE: 1-800-899-8916 09 6500 SV01 *ARMSTRONG COMMERCIAL FLOORING SHEET VINYL 37366 SABLE SERIES: REJUVENATIONS, TIMBERLINE; STYLE: BAMBOO; 37366 SABLE; 6'-0" W. ROLL GOODS, .08" THICK ARMSTRONG: 09 6500 SV02 *ARMSTRONG COMMERCIAL FLOORING SHEET VINYL 37364 CHINCHILLA SERIES: REJUVENATIONS, TIMBERLINE; STYLE: BAMBOO; 37364 CHINCHILLA; 6'-0" W. ROLL GOODS, .08" THICK ARMSTRONG: 09 6500 VB01 JOHNSONITE VINYL COVE WALL BASE 4" H. COVE BASE COLOR: 20 CHARCOAL JOHNSONITE DIRECT 800-899-8916, EXT 9299 09 6500 VB02 JOHNSONITE VINYL COVE WALL BASE 4" H. COVE BASE COLOR: 83 MIDNIGHT JOHNSONITE DIRECT 800-899-8916; LOCATION: KIDS AREA 3 D VS S WS 2 3 TS1 DN A B C S S T VS S VS S D D D W S3 DN S 6" 6"6"6" 7"7"7"7" 7"7"7"7" 7"7"7"7" 6"6"6"6" 6"6"6"6" 6"6"6"6" 7"7"7"7" 3 1 / 2 " 3 1 / 2 " 3 1 / 2 " 3 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " PTL4 - 6" X 12" COVE BASE TILEPTL4 - 6" X 12" COVE BASE TILEPTL4 - 6" X 12" COVE BASE TILEPTL4 - 6" X 12" COVE BASE TILE PTL4 - 1" X 6" COVE BASEPTL4 - 1" X 6" COVE BASEPTL4 - 1" X 6" COVE BASEPTL4 - 1" X 6" COVE BASE OUTSIDE CORNER PIECE,OUTSIDE CORNER PIECE,OUTSIDE CORNER PIECE,OUTSIDE CORNER PIECE, TYP. AT OURSIDE CORNERSTYP. AT OURSIDE CORNERSTYP. AT OURSIDE CORNERSTYP. AT OURSIDE CORNERS (3) ROWS OF CT01(3) ROWS OF CT01(3) ROWS OF CT01(3) ROWS OF CT01 - 7" x 20" TILES, - 7" x 20" TILES, - 7" x 20" TILES, - 7" x 20" TILES, OFFSET 4", TYP.OFFSET 4", TYP.OFFSET 4", TYP.OFFSET 4", TYP. (3) ROWS OF PTL2(3) ROWS OF PTL2(3) ROWS OF PTL2(3) ROWS OF PTL2 - 6" x 36" TILES, - 6" x 36" TILES, - 6" x 36" TILES, - 6" x 36" TILES, OFFSET 18", TYP.OFFSET 18", TYP.OFFSET 18", TYP.OFFSET 18", TYP. (1) ROW OF CT01,(1) ROW OF CT01,(1) ROW OF CT01,(1) ROW OF CT01, 7" x 20" TILE7" x 20" TILE7" x 20" TILE7" x 20" TILE 3 1/2" x 20" - CT013 1/2" x 20" - CT013 1/2" x 20" - CT013 1/2" x 20" - CT01 BULLNOSE TILE TOBULLNOSE TILE TOBULLNOSE TILE TOBULLNOSE TILE TO TERMINATE TOP OFTERMINATE TOP OFTERMINATE TOP OFTERMINATE TOP OF WAINSCOT.WAINSCOT.WAINSCOT.WAINSCOT. MITER-CUT CT01- 3 1/2" x 20"MITER-CUT CT01- 3 1/2" x 20"MITER-CUT CT01- 3 1/2" x 20"MITER-CUT CT01- 3 1/2" x 20" BULLNOSE PIECES AT OUTSIDEBULLNOSE PIECES AT OUTSIDEBULLNOSE PIECES AT OUTSIDEBULLNOSE PIECES AT OUTSIDE CORNER AT TOP OF WAINSCOT.CORNER AT TOP OF WAINSCOT.CORNER AT TOP OF WAINSCOT.CORNER AT TOP OF WAINSCOT. 4"4"4"4" 4"4"4"4" 1'-6"1'-6"1'-6"1'-6" NOTE: USE GT01NOTE: USE GT01NOTE: USE GT01NOTE: USE GT01 GROUT, TYP.GROUT, TYP.GROUT, TYP.GROUT, TYP. AT WALL TILE WAINSCOTAT WALL TILE WAINSCOTAT WALL TILE WAINSCOTAT WALL TILE WAINSCOT CT01 =CT01 =CT01 =CT01 = PTL2 =PTL2 =PTL2 =PTL2 = PTL4 =PTL4 =PTL4 =PTL4 = TILE LEGENDTILE LEGENDTILE LEGENDTILE LEGEND GROUT: GT01GROUT: GT01GROUT: GT01GROUT: GT01 SIZES: 7" x 20", 3SIZES: 7" x 20", 3SIZES: 7" x 20", 3SIZES: 7" x 20", 3 1/2" x 20" BULLNOSE1/2" x 20" BULLNOSE1/2" x 20" BULLNOSE1/2" x 20" BULLNOSE SIZES: 6" x 36", 3" xSIZES: 6" x 36", 3" xSIZES: 6" x 36", 3" xSIZES: 6" x 36", 3" x 18" BULLNOSE18" BULLNOSE18" BULLNOSE18" BULLNOSE SIZES: 6" x 12" COVESIZES: 6" x 12" COVESIZES: 6" x 12" COVESIZES: 6" x 12" COVE BASE, 1" x 6" COVEBASE, 1" x 6" COVEBASE, 1" x 6" COVEBASE, 1" x 6" COVE BASE OUT-CORNERBASE OUT-CORNERBASE OUT-CORNERBASE OUT-CORNER CT01 - 3 1/2" X 20" BULLNOSE PIECE,CT01 - 3 1/2" X 20" BULLNOSE PIECE,CT01 - 3 1/2" X 20" BULLNOSE PIECE,CT01 - 3 1/2" X 20" BULLNOSE PIECE, TURNED VERTICALLY AT ONE SIDE OFTURNED VERTICALLY AT ONE SIDE OFTURNED VERTICALLY AT ONE SIDE OFTURNED VERTICALLY AT ONE SIDE OF OUTSIDE CORNERS, TYP.OUTSIDE CORNERS, TYP.OUTSIDE CORNERS, TYP.OUTSIDE CORNERS, TYP. PTL2 - 3" X 18" BULLNOSE PIECE,PTL2 - 3" X 18" BULLNOSE PIECE,PTL2 - 3" X 18" BULLNOSE PIECE,PTL2 - 3" X 18" BULLNOSE PIECE, TURNED VERTICALLY AT ONE SIDE OFTURNED VERTICALLY AT ONE SIDE OFTURNED VERTICALLY AT ONE SIDE OFTURNED VERTICALLY AT ONE SIDE OF OUTSIDE CORNERS, TYP., WHEREOUTSIDE CORNERS, TYP., WHEREOUTSIDE CORNERS, TYP., WHEREOUTSIDE CORNERS, TYP., WHERE PTL2 TILES MEET AT OUTSIDE CORNERS.PTL2 TILES MEET AT OUTSIDE CORNERS.PTL2 TILES MEET AT OUTSIDE CORNERS.PTL2 TILES MEET AT OUTSIDE CORNERS. CT01 - 3 1/2" X 20" BULLNOSE PIECE,CT01 - 3 1/2" X 20" BULLNOSE PIECE,CT01 - 3 1/2" X 20" BULLNOSE PIECE,CT01 - 3 1/2" X 20" BULLNOSE PIECE, TURNED VERTICALLY AT ONE SIDE OFTURNED VERTICALLY AT ONE SIDE OFTURNED VERTICALLY AT ONE SIDE OFTURNED VERTICALLY AT ONE SIDE OF OUTSIDE CORNERS, TYP.; WHEREOUTSIDE CORNERS, TYP.; WHEREOUTSIDE CORNERS, TYP.; WHEREOUTSIDE CORNERS, TYP.; WHERE CT01 TILES MEET AT OUTSIDECT01 TILES MEET AT OUTSIDECT01 TILES MEET AT OUTSIDECT01 TILES MEET AT OUTSIDE CORNERSCORNERSCORNERSCORNERS 6" 6"6"6" 7"7"7"7" 7"7"7"7" 7"7"7"7" 6"6"6"6" 6"6"6"6" 6"6"6"6" 7"7"7"7" PTL4 - 6" X 12" COVE BASE TILEPTL4 - 6" X 12" COVE BASE TILEPTL4 - 6" X 12" COVE BASE TILEPTL4 - 6" X 12" COVE BASE TILE PTL4 - 1" X 6" COVE BASEPTL4 - 1" X 6" COVE BASEPTL4 - 1" X 6" COVE BASEPTL4 - 1" X 6" COVE BASE OUTSIDE CORNER PIECE,OUTSIDE CORNER PIECE,OUTSIDE CORNER PIECE,OUTSIDE CORNER PIECE, TYP. AT OURSIDE CORNERSTYP. AT OURSIDE CORNERSTYP. AT OURSIDE CORNERSTYP. AT OURSIDE CORNERS (3) ROWS OF CT01(3) ROWS OF CT01(3) ROWS OF CT01(3) ROWS OF CT01 - 7" x 20" TILES, - 7" x 20" TILES, - 7" x 20" TILES, - 7" x 20" TILES, OFFSET 4", TYP.OFFSET 4", TYP.OFFSET 4", TYP.OFFSET 4", TYP. (3) ROWS OF PTL2(3) ROWS OF PTL2(3) ROWS OF PTL2(3) ROWS OF PTL2 - 6" x 36" TILES, - 6" x 36" TILES, - 6" x 36" TILES, - 6" x 36" TILES, OFFSET 18", TYP.OFFSET 18", TYP.OFFSET 18", TYP.OFFSET 18", TYP. CT01, 7" x 20" TILE,CT01, 7" x 20" TILE,CT01, 7" x 20" TILE,CT01, 7" x 20" TILE, OFFSET 4" TYP. TOOFFSET 4" TYP. TOOFFSET 4" TYP. TOOFFSET 4" TYP. TO CEILING.CEILING.CEILING.CEILING. CT01- 3 1/2" x 20"CT01- 3 1/2" x 20"CT01- 3 1/2" x 20"CT01- 3 1/2" x 20" BULLNOSE PIECES AT OUTSIDEBULLNOSE PIECES AT OUTSIDEBULLNOSE PIECES AT OUTSIDEBULLNOSE PIECES AT OUTSIDE CORNER WHERE CT01 TILESCORNER WHERE CT01 TILESCORNER WHERE CT01 TILESCORNER WHERE CT01 TILES MEET AT OUTSIDE CORNERS, TYP.MEET AT OUTSIDE CORNERS, TYP.MEET AT OUTSIDE CORNERS, TYP.MEET AT OUTSIDE CORNERS, TYP. 4"4"4"4" 4"4"4"4" 1'-6"1'-6"1'-6"1'-6" NOTE: USE GT01NOTE: USE GT01NOTE: USE GT01NOTE: USE GT01 GROUT, TYP.GROUT, TYP.GROUT, TYP.GROUT, TYP. AT WALL TILE WAINSCOTAT WALL TILE WAINSCOTAT WALL TILE WAINSCOTAT WALL TILE WAINSCOT CT01 =CT01 =CT01 =CT01 = PTL2 =PTL2 =PTL2 =PTL2 = PTL4 =PTL4 =PTL4 =PTL4 = TILE LEGENDTILE LEGENDTILE LEGENDTILE LEGEND GROUT: GT01GROUT: GT01GROUT: GT01GROUT: GT01 SIZES: 7" x 20", 3SIZES: 7" x 20", 3SIZES: 7" x 20", 3SIZES: 7" x 20", 3 1/2" x 20" BULLNOSE1/2" x 20" BULLNOSE1/2" x 20" BULLNOSE1/2" x 20" BULLNOSE SIZES: 6" x 36", 3" xSIZES: 6" x 36", 3" xSIZES: 6" x 36", 3" xSIZES: 6" x 36", 3" x 18" BULLNOSE18" BULLNOSE18" BULLNOSE18" BULLNOSE SIZES: 6" x 12" COVESIZES: 6" x 12" COVESIZES: 6" x 12" COVESIZES: 6" x 12" COVE BASE, 1" x 6" COVEBASE, 1" x 6" COVEBASE, 1" x 6" COVEBASE, 1" x 6" COVE BASE OUT-CORNERBASE OUT-CORNERBASE OUT-CORNERBASE OUT-CORNER PTL2- 3" x 18"PTL2- 3" x 18"PTL2- 3" x 18"PTL2- 3" x 18" BULLNOSE PIECE AT OUTSIDEBULLNOSE PIECE AT OUTSIDEBULLNOSE PIECE AT OUTSIDEBULLNOSE PIECE AT OUTSIDE CORNER WHERE PTL2 TILESCORNER WHERE PTL2 TILESCORNER WHERE PTL2 TILESCORNER WHERE PTL2 TILES MEET AT OUTSIDE CORNERS, TYP.MEET AT OUTSIDE CORNERS, TYP.MEET AT OUTSIDE CORNERS, TYP.MEET AT OUTSIDE CORNERS, TYP. 4"4"4"4" 4"4"4"4" 4"4"4"4" 7"7"7"7" 7"7"7"7" 7"7"7"7" 7"7"7"7" 7"7"7"7" 7"7"7"7" 7"7"7"7" 7"7"7"7" SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 07-21-16 50% DD 09-01-16 100% DD ES T E S V A L L E Y C O M M U N I T Y C E N T E R 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O As indicated 10 / 3 1 / 2 0 1 6 3 : 0 3 : 0 3 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t Checker Author 10-31-2016 16003 TILE PATTERNS AND ENLARGED FLOOR PATTERNS A706 1/2" = 1'-0"1 WALL TILE WAINSCOT PATTERN 1/2" = 1'-0"2 FULL-HEIGHT WALL PATTERN 1/4" = 1'-0"3 ENLARGED FLOOR PATTERN - LOUNGE 102 3/16" = 1'-0"4 ENLARGED RAF FLOOR PATTERN - STRENGTH 123 1/4" = 1'-0"5 ENLARGED FLOOR PATTERN - LOBBY 202 DN 3 3WS4 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 07-21-16 50% DD 09-01-16 100% DD ES T E S V A L L E Y C O M M U N I T Y C E N T E R 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O As indicated 10 / 3 1 / 2 0 1 6 3 : 0 3 : 1 1 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t Checker Author 10-31-2016 16003 ENLARGED FLOOR PATTERNS A707 3/16" = 1'-0"1 GYM FLOOR GAME LINES 1/4" = 1'-0"2 ENLARGED FLOOR TILE PATTERNS - LOCKER ROOMS A B C SCORED FACE OF CMU SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 3 : 0 3 : 2 8 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 SCORED CMU KEY PLAN A708 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/8" = 1'-0"1 SCORED CMU KEY PLAN Tectonic Copyright 2007 Tectonic Copyright 2007 T e c t o n i c C o p y r i g h t 2 0 0 7 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T e c t o n i c C o p y r i g h t 2 0 0 7 T ectonic Cop yright 2007 T e c t o n i c C o p y r i g h t 2 0 0 7 T e c t o n i c C o p y r i g h t 2 0 0 7 T e c t o n i c C o p y r i g h t 2 0 0 7 T e c t o n i c C o p y r i g h t 2 0 0 7 T e c t o n i c C o p y r i g h t 2 0 0 7 T ectonic Cop yright 2007 T e c t o n i c C o p y r i g h t 2 0 0 7 T ectonic Cop yright 2007 T e c t o n i c C o p y r i g h t 2 0 0 7 T e c t o n i c C o p y r i g h t 2 0 0 7 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T e c t o n i c C o p y r i g h t 2 0 0 7 T ectonic Cop yright 2007 T e c t o n i c C o p y r i g h t 2 0 0 7 T e c t o n i c C o p y r i g h t 2 0 0 7 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T e c t o n i c C o p y r i g h t 2 0 0 7 Tectonic Cop yright 2007 Tectonic Cop yright 2007 Tectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T e c t o n i c C o p y r i g h t 2 0 0 7 Tectonic Copyright 2007 Tectonic Copyright 2007 T ectonic Cop yright 2007 Tectonic Copyright 2007 T e c t o n i c C o p y r i g h t 2 0 0 7 T ectonic Cop yright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Cop y r i g h t 2 0 0 7 T e c t o n i c C o p y r i g h t 2 0 0 7 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 T ectonic Cop yright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 Tectonic Copyright 2007 T ectonic Cop yright 2007 Tectonic Cop yright 2007 Tectonic Cop yright 2007 Tectonic Cop yright 2007 Tectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 T ectonic Cop yright 2007 Tectonic Copyright 2007Tectonic Copyright 2007 Tectonic Copyright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 Tectonic Copyright 2007 T ectonic Cop yright 2007 Tectonic Copyright 2007 0 1 0 2 0 3 0 3 0 3 03 0 2 0 1 6 3 6 3 6 3 6 3 6 3 6 3 6 3 63 6 3 6 3 6 3 0' WD 1' WD 2' WD 3' WD 3.5' WD 3.5' WD 3' WD 3.5' WD 3.5' WD 3.5' WD 3.5' WD NO DIVING F T IN NO DIVING FT IN NO DIVING FTIN NO DIV I NG FTIN NO DIVING FTIN NO DIVINGFTIN NO DIVING F T IN NO DIVING F T IN NO DIVING F T IN NO D IVING FT IN N O D IVIN G FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING F T IN NO DIVING FT IN NO DIVING FT INNO DIVI NGFT IN NO DIVIN G FT IN NO DIVING FT IN 1. BATHER LOAD:LEISURE POOL = 247 BATHERS FUTURE SPA = 12 BATHERS 2. THESE DRAWINGS REPRESENT THE DESIGN INTENT TO ACCOMMODATE THE OWNER'S REQUIRED PROGRAMMING. THE CONTRACTOR SHALL NOT MAKE ASSUMPTIONS, ANY DISCREPENCIES WITHIN THESE DOCUMENTS OR SPECIFICATIONS MUST BE PRESENTED TO THE ARCHITECT/OWNER FOR CLARIFICATION. 3.CONTRACTOR WILL BE FULLY RESPONSIBLE FOR DEVIATING FROM THE CONSTRUCTION DOCUMENTS. 4. POOL CONTRACTOR MUST CONFIRM THE POOL CONFIGURATION SHALL MEET PUBLISHED STANDARDS OF THE DEPARTMENT OF HEALTH AND SWIMMING POOL REGULATIONS. 5. CONTRACTOR MUST REVIEW CONSTRUCTION DOCUMENTS FROM ALL OTHER TRADES INVOLVED IN THE PROJECT AND COORDINATE AS NEEDED. 6. DECK SHALL BE NON SLIP FINISH, SLOPE DECK TOWARDS POOL DECK DRAIN A MINIMUM 1/4" PER FT TO 1/2" PER FT TO POOL DECK DRAINS OR TO GRADE. 7. DEPTH MARKERS; A. DEPTH MARKERS SHALL BE 4 INCH HIGH NUMERALS ON POOL DECK AND 4" AT THE WALL IN A MAXIMUM 25 FOOT INTERVALS. "NO DIVING" ON DECK AS REQUIRED. B. POOL DEPTH MARKERS ON THE FACE OF THE WALL SHALL BE LOCATED AT OR ABOVE THE WATER SURFACE OF THE SWIMMING POOL ENCLOSURE IN PLAIN VIEW TO SWIMMER. C. DEPTH MARKERS SHALL BE OF COLOR CONTRASTING WITH BACKGROUND. 8. ALL JUNCTIONS BETWEEN SWIMMING POOL WALLS, AND THE SWIMMING POOL FLOOR SHALL BE COVED. ALL POOL WALL TO POOL WALL JUNCTIONS TO BE COVED. 9. ALL CHEMICAL ROOMS MUST BE INDEPENDENTLY VENTED. POOL BIDDING NOTES: 1. POOL CONTRACTOR THAT IS INTERESTED IN THE PROJECT MUST PAY ATTENTION TO WHAT IS BEING INSTALLED IN THE AREA. OBTAIN A FULL SET OF DRAWINGS AND SPECIFICATIONS (PROJECT DOCUMENTS) FOR THE PROJECT TO MAKE SURE THAT NOTHING IS MISSED AND COORDINATED. 2. THE FOLLOWING IS A DESCRIPTION OF THE PROJECT TO BE COMPLETED BY THE VESTED CONTRACTOR AND PRICE AS SHOWN FOR THE ITEMS LISTED. THE ITEMS LISTED BELOW ARE TO BE PRICED AND DIVIDED AS SHOWN. CONTRACTOR TO SHOW IN ITEMIZED FORM FOR OWNER TO VERIFY WHICH PORTIONS OF THE POOL PROJECT WILL BE CHOSEN. ALL ITEMS MUST BE COORDINATED WITH THE GENERAL CONTRACTOR, POOL CONTRACTOR, ELECTRICAL, PLUMBING, AND MECHANICAL AND PRICED FOR ADDITIONAL ITEMS AS SHOWN FOR THE POOL AND POOL AREA. THE FOLLOWING SHALL BE BASE BID: A. LEISURE POOL AS SHOWN B. EXISTING LAP POOL CHEMICAL SYSTEM AS SHOWN 3. THE FOLLOWING SHALL BE BID AS BASE FOR THE FOLLOWING AMENITIES AND LISTED AS SO. OWNER MAY DECIDE TO BUILD IN THE FUTURE INTO THE PROJECT ALL ITEMS MUST BE COORDINATED AS LISTED ABOVE WITH OTHER CONTRACTORS. ALL SYSTEMS AND SHELLS SHALL BE COORDINATED AS NEEDED FOR INSTALL OF THE WORKING SYSTEMS FOR THE FUTURE INSTALL. THE ONLY ITEMS THAT SHALL BE INSTALLED IN THE BASE BID FOR THIS PHASE IS THE PLUMBING INFRASTRUCTURE FOR: A. FUTURE WATERSLIDE B. FUTURE SPA 4. ALL POOL SYSTEMS SHALL BE COORDINATED WITH ALL TRADES AND MEET CURRENT STATE OR LOCAL CODES. 5. ALL METHODS AND SCHEDULES MUST BE PLANNED FOR COMPLETION OF THE PROJECT. ANY QUESTIONS MUST BE PRESENTED PRIOR TO BID SO THAT EVERYONE CAN BID THE SAME ITEMS THAT ARE PROPOSED AND AGREED UPON. 6. DO NOT ASSUME THAT ALL ITEMS ARE APPROVED LATER IF VESTED CONTRACTOR IS TO BE CHOSEN AT A LATER TIME. IT IS OUR RECOMMENDATION THAT WHAT IS SHOWN ON THE DRAWINGS ARE WHAT IS TO BE BID. THIS IS ALSO INCLUDING IF THE PRODUCT BRAND IS LISTED IN THE DOCUMENTS AS AN EQUAL. IF CONTRACTOR PLANS TO SUBSTITUTE A PRODUCT IT MUST BE SUBMITTED FOR APPROVAL AND SO THAT EVERYONE CAN BID. ELECTRICAL NOTES: 1. ALL WIRING TO CONFORM TO THE NATIONAL ELECTRICAL CODE (CURRENT EDITION) AND STATE ELECTRICAL CODES. 2. THE POOL, POOL DECK, POOL EQUIPMENT, EMBEDS, AND ALL OTHER ITEMS HEREIN SHALL BE GROUNDED & BONDED PER NEC 680 (CURRENT EDITION) 3. UNLESS OTHERWISE NOTED ALL MOTORS 7.5 HP AND OVER MUST BE EQUIPPED WITH A SOFT START. REFER TO ELECTRICAL DRAWINGS FOR CONNECTIONS. 4. ALL POOL RELATED MECHANICAL EQUIPMENT MUST BE INSTALLED PER NEC (CURRENT EDITION) AND ALL APPLICABLE BUILDING & HEALTH CODES. 1. ALL GRAVITY PIPING W/ 90° TURNS SHALL BE MADE WITH TWO (2) 45° FITTINGS. 2. CHANGES IN PIPE ELEVATION WILL BE REQUIRED. THE POOL CONTRACTOR PIPING SHALL RISE, AND THEN FALL, PRIOR TO PUMP CONNECTION). 3. ARROWS DENOTE DIRECTION OF FLOW. 4. PIPE ROUTING SHALL BE COORDINATED WITH OTHER TRADES. 5. HOSE BIB(S), WITH VACUUM BREAKERS REQUIRED, SHALL BE A MAXIMUM SEPARATION DISTANCE OF 150 FEET, FOR CLEANING OF ALL PARTS OF THE POOL AND DECK. REFER TO PLUMBING DRAWINGS FOR LOCATION AND INSTALLATION BY PLUMBING CONTRACTOR. 6. ONE EXTRA BASKET STRAINER PER TYPE OF PUMP FOR HAIR AND LINT SHALL BE PROVIDED BY POOL CONTRACTOR. 7. AN INSTRUCTION MANUAL SHALL BE PROVIDED TO THE OWNER WITH EACH FILTER OR GROUP OF FILTERS WHICH SHALL INCLUDE ALL DRAWINGS, ILLUSTRATIONS, OPERATING PROCEDURES, CHARTS, PARTS LIST, AND DATA PLATES OF PERMANENT NATURE SO INSCRIBED AS TO BE EASILY READ AND UNDERSTOOD, SHALL BE SECURELY ATTACHED TO THE FILTER SHELL. PROVIDE THE FOLLOWING INFORMATION: A. MANUFACTURER'S NUMBER. B. FILTER MODEL NUMBER. C. FILTER SERIAL NUMBER. D. EFFECTIVE FILTER AREA IN SQUARE FEET. E. DESIGN FLOW RATE IN GALLONS. F. MAXIMUM WORKING PRESSURE. G. DATE OF MANUFACTURE. THE INSTRUCTION MANUAL SHALL ALSO PROVIDE POOL DRAINAGE INSTRUCTIONS, BY THE POOL CONTRACTOR. INSTRUCTIONS SHALL INDICATE PIPE AND VALVE LOCATIONS AS TAGGED BY THE POOL CONTRACTOR, WHICH CLEARLY DEFINE THE REQUIRED PROCEDURES. VIRGINIA GRAEME BAKER POOL AND SPA SAFETY ACT WORK: 1. POOL WORK THAT IS DESCRIBED HERE WITHIN THE DOCUMENTS IS TO COMPLY WITH THE VIRGINIA GRAEME BAKER POOL AND SPA SAFETY ACT / AMSE/ ANSI A112.19.8-2007(2008) REQUIREMENTS. 2. POOL CONTRACTOR MUST APPLY ALL SUBPARTS TO THE ACT INCLUDING; SUMP, DRAIN COVERS, SKIMMER EQUALIZER LINES, SAFETY SYSTEMS, AND ALL OTHER REQUIREMENTS OF THE VGB 2008. 3. THE CONTRACTOR MUST ALSO PROVIDE THE OWNER WITH PROOF OF WHAT HAS BEEN APPLIED TO THE SUBMERGED SUCTIONS TO ABIDE BY THE ACT FOR ANY POSSIBLE INSPECTIONS THAT MAY BE DONE IN THE FUTURE. THIS CAN INCLUDE: PICTURES, DRAWINGS, AND ANY THIRD PARTY REVIEW BY A LICENSED PROFESSIONAL OUTLINED BY THE STATE OR OTHER GOVERNING BODY TO THE ACT SHOWING THAT THE REQUIREMENTS ARE DONE PER VGB 2008. VERBAL OR DESCRIPTIONS THAT DON'T HAVE ANY BACK UP WILL NOT BE ALLOWED OR ACCEPTED BY THE OWNER. 4. ALL SUBMERGED SUCTION GRATES/COVERS MUST BE APPROVED PER VGB 2008 AND LISTED IN THE CONSUMER PRODUCT SAFETY COMMISSIONS WEB SITE FOR USE FOR SUBMERGED SUCTIONS. 5. ALL PRODUCTS MUST ALSO HAVE THE CORRECT MARKINGS AS REQUIRED BY THE ACT AND AMSE/ ANSI A112.19.8-2007(2008). THE POOL CONTRACTOR MUST PROVIDE DOCUMENTATION TO THE OWNER OF THE DATE THE DRAIN COVERS EXPIRE AND NEED TO BE REPLACED. 6. THE CONTRACTOR IS FULLY RESPONSIBLE FOR DEVIATING FROM THE CONSTRUCTION DOCUMENTS: THE CONTRACTOR IS FULLY AWARE THAT THE CHANGING OF THE SUBMERGED SUCTIONS OUTLETS HAVE NOT ONLY TO DO WITH THE GRATES BUT THERE IS ALSO THE FOLLOWING THAT MUST BE CONSIDERED: VELOCITIES THROUGH GRATES, SUMP DIMENSIONS, FLOW AT THE PIPES, NUMBER OF SUCTIONS, SECONDARY SAFETY SYSTEMS, TESTING OF GRATES WITH SUMP TYPES, AND MORE. CONTRACTOR MUST REVIEW VGB 2008 / AMSE A112.19.8-2007(2008) IN ITS ENTIRETY AND RESPONSIBLE FOR FULL COMPLIANCE. NO DIVING FT IN S GFI HB A MAIN DRAIN 18 X 18 ROPE LINES ROPE ANCHORS WATER DEPTH MARKINGS (TWO BEND) HANDRAIL WALL INLET RECESSED STEPS GRAB RAILS AT GROUND FAULT INTERRUPTER DUPLEX RECEPTACLE WITH FINISH NOTE (RE: TILE SCHEDULE HOSE BIB WATER SENSOR AND SPECS) PC POOL CONTRACTOR MC MECHANICAL CONTRACTOR EC ELECTRICAL CONTRACTOR EMERGENCY STOP 1 KEY NOTES FM VB FS P C V ANALOG FLOW METER VACUUM BREAKER SIGHT GLASS DIAL VALVE LEVER OPERATED BUTTERFLY VALVE TRUE UNION BALL CHECK VALVE SOLENOID VALVE FLOW SWITCH LIQUID FILLED PRESSURE GAUGE FLEXIBLE PIPE CONNECTION LIQUID FILLED COMPOUND GAUGE LIQUID FILLED VACUUM GAUGE THERMOMETER TRUE UNION BALL VALVE BALL VALVE 3 WAY VALVE S TS TEMPERATURE SENSOR J JET TIMER PNEUMATIC VALVE N E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 EB EC ED EE EF 2 Q 9 EG EH 1 L P M 3 4 6 7 A5 A6 8 M.6 AH N 7.96.4 NJ 5 4.7 5.8 6.5 SPRAY FEATURE AREA LEISURE POOL EXISTING LAP POOL HBGFI HB HB HB GFI GFI GFI POOL EMERGENCY STUTOFF E2 E3 E4 E5 E6 2 Q EG EH 1 NJ SPA JET PUMP SPA CIRC. PUMP SLIDE PUMP LEISURE CIRC. PUMP CURRENT PUMP #1 LEISURE AMENITY PUMP #1 LEISURE AMENITY PUMP #1 CURRENT PUMP #2 LEISURE POOL FILTERSPA FILTER ELECTRICAL PANEL 30 GALLON AIR COMPRESSOR CAL-HYPO CHLORINATORS CHEMICAL CONTROLLERS AND TEST SINK BELOW AUTOFILLS BACKFLOW PREVENTER EYEWASH/SHOWER ACID CABINET WITH EXHAUST BLOWER CLEAR COMFORT SYSTEMS CAL-HYPO CABINET WITH EXHAUST BLOWER EXISTING LAP NEW POOL ACCU- TAB AT1070 CHLORINATOR PROVIDE POWER AND INTERLOCK WOTH CHEMICAL CONTROLLER SPA JET BLOWER PUMP PIT SPA HEATER (TOP) LEISURE HEATER (BOTTOM) ON RACK SUCTION PLUMBING AND MANIFOLD AREA PUMP VFDS CLEAR COMFORT PUMPS GFI HB DEPTH MARKER: 1. DECK DEPTH MARKERS SHALL BE NON-SLIP TILE W/ 4" HIGH CONTRASTING NUMERALS AND LETTERS. 2. WALL DEPTH MARKERS SHALL HAVE 4" HIGH LETTERS WITH A COLOR THAT CONTRASTS TO BACKGROUND. LETTERS SHALL BE ADHERED SO THAT FACE OF LETTER IS FLUSH WITH ROOM WALL FINISH SURFACE AND IS READABLE FROM THE INSIDE OF THE POOL BY BATHERS. NOTE: 1. DEPTH SHALL BE VERIFIED BY SECTION 13 1500 CONTRACTOR AND MARKERS SHALL BE INSTALLED TO INDICATE ACTUAL DEPTH OF WATER. 2. WALL AND DECK DEPTH MARKERS SHALL BE SPACED AT NOT MORE THAN 25 FEET INTERVALS, MEASURED PERIPHERALLY. REFER TO PLAN FOR APPROXIMATE LOCATION. "NO DIVING" MARKER: 1. "NO DIVING" TILES SHALL BE WHITE NON-SKID TILE W/ 4" HIGH CONTRASTING LETTERS. 2. "NO DIVING" TILES SHALL BE RECESSED SO THAT THE FACE OF TILE IS FLUSH W/ FINISHED SURFACE OF POOL DECK. 3 6 FT IN NO DIVING POOL EDGE INTERNATIONAL DEPTH MARKER & "NO DIVING" MARKER SKIMMER POOL DEPTH MARKER (PLAN VIEW) 6"6"6" 6" 3" 7/ 8 " COPING OVERHANGPOOL INTERIOR VERTICAL DEPTH MARKER INSIDE POOL @ WATERLINE POOL COPING NUMBERS FOR REFERENCE ONLY, REFER TO POOL PLANS FOR ACTUAL WATER DEPTHS NO SCALE4AQUATICS PLAN NOTE NO SCALE5AQUATICS BIDDING NOTES NO SCALE7AQUATICS ELECTRICAL NOTE NO SCALE8AQUATICS PIPING NOTE NO SCALE6AQUATICS SUBMERGED SUCTION NO SCALE9AQUATICS SYMBOL KEY SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT 12-19-16 BULLETIN NO. 44 As indicated 12 / 1 5 / 2 0 1 6 2 : 1 5 : 1 4 P M C: \ U s e r s \ a l d o \ D o c u m e n t s \ 1 6 0 0 3 E V C C O L C A q u a t i c S h e e ts _ a l d o . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R RM ACC 10-31-2016 16003 POOL SITE, NOTES, AND EQUIPMENT ROOM AQ1.1 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 3/32" = 1'-0"1 POOL SITE 3/16" = 1'-0"2 POOL EQUIPMENT ROOM NO SCALE3POOL DEPTH MARKER 4 4 DESIGN CRITERIA LEISURE POOL BATHER LOAD PH CONTROL TYPE SANITATION TYPE NUMBER OF LIGHTS NUMBER OF JET FITTINGS LAZY RIVER CURRENT FITTINGS NUMBER OF DRAINS - CURRENT NUMBER OF DRAINS - JET/ AMENITY NUMBER OF DRAINS - CIRCULATION NUMBER OF SKIMMERS NUMBER OF INLETS COLLECTION TANK HEATER REQUIREMENTS BACKWASH FLOW RATE UNIT FILTER RATE SAND FILTER TYPE / VOLUME TURNOVER PERIOD CIRCULATION RATE POOL PERIMETER POOL VOLUME WATER SURFACE AREA 2466 SF WATER (173 SF ZERO ENTRY APRON) 45,374 GALLONS 316'-9" 377 GPM 2.01 HOURS 1 - NEPTUNE BENSON, DEFENDER, SP-27-48-487, 381 SF 0.990 GPM/SF 159 GALLONS TO SANITARY 1,440,000 BTUH --- 8 FLOOR INLETS AND 16 WALL INLETS 14 4 - 18"X18" SUMP AND COVER GRATE ASME-2007 CERTIFIED 2 - 18"X18" SUMP AND COVER GRATE ASME-2007 CERTIFIED 6 - 18"X36" SUMP AND COVER GRATE ASME-2007 CERTIFIED 12 12 CAL-HYPO MURIATIC ACID 247 BATHERS TEMPERATURE UNDERWATER LIGHT NICHE UNDERWATER LIGHTS AUTOFILL CONTROLLER CHEMICAL TANKS SANITATION FEED AND CHEMICAL PUMP CHEMICAL CONTROLLER THERMOMETERS FLOW METERS PRESSURE / COMPOUND GAUGES HEATER JET FITTINGS CURRENT FITTINGS INLETS DRAIN FITTINGS - JET/ AMENITY DRAIN FITTINGS - CIRCULATION SKIMMER FILTER - SAND AMENITY PUMPS: CIRCULATION PUMP EQUIPMENT CRITERIA 1 - PENTAIR, EQK-750, 7.5 HP, 377 GPM @ 60' TDH, 460 V, 3 PHASE, 50/60 HZ, TEFC WITH INTEGRAL STRAINER POT. PROVIDE (1) EXTRA STRAINER BASKET. 1 - PENTAIR, EQK-500, 5 HP, 270 GPM @ 60' TDH, 460 V, 3 PHASE, 50/60 HZ. PROVIDE (1) EXTRA STRAINER BASKET, INTERLOCK TO EPO SWITCH (AMENITY PUMP #1) 1 - PENTAIR, EQK-500, 5 HP, 270 GPM @ 60' TDH, 460 V, 3 PHASE, 50/60 HZ. PROVIDE (1) EXTRA STRAINER BASKET, INTERLOCK TO EPO SWITCH (AMENITY PUMP #2) 4 - 18"X18", LAWSON AQUATICS, MLD-SG-1818 SUMP & GRATE, VGB APPROVED, RATED AT 816 GPM EA. PENTAIR, WALL SUPPLY INLET, MODEL #542402, 1-1/2" THREADED W/ 1-1/2" SOCKET, WHITE; PENTAIR, FLOOR INLETS, MODEL 8417-000 HYDRO AIR, HYDRO JET, MODEL #10-5100 WITH JET EXTENSION MODEL #10-4400 LOCHINVAR COPPERFIN 2, CPN1442, 1,440,000 BTUH POOL HEATER. 12" VENT, 12" AIR, 2" GAS CONNECTION. FURNISH AND INSTALL BARAMETRIC DAMPENER AND DIRECT AIR SYSTEM FOR SELF COMBUSTION ASHCROFT, LIQUID FILLED, MODEL 1009, 1-PRESSURE GAUGE AND 1-COMPOUND GAUGE PER PUMP SIGNET MK-509 FLOW INDICATOR, MK-515-30-PI FLOW SENSOR, SENSOR INSTALLATION PVC FITTING TRERICE, ECON-O-THERM SERIES, A15203, 30-130 DEGREES FAHRENHEIT WITH BRASS WELL BECSYS 3, CONTINUOUS MONITORING AND CONTROL, 120V, 10 A, 60 HZ, PH 7.2 TO 7.8, CHLORINE AND ORP MONITOR, PROVIDE FLOW SWITCH AND SENSOR CELL ASSEMBLY ACCU-TAB, MODEL 1030, 120 V, 50/60 HZ, CONNECTION TO POWER; INTERLOCK TO CHEMICAL CONTROLLER FOR SOLENOID BULK DILUTED ACID TANK WITH STENNER PUMP, MODEL 45M, 1/30 HP, 120 V, 26 RPM, 50/60 HZ, INTERLOCK TO CHEMICAL CONTROLLER & FLOW SWITCH CHLORINE: (4) 50# PAILS OF ACCU-TAB TABLETS LOCATED IN CHLROINE CABINET (SHARED WITH POOLS) ACID: (1) CHEMTAINER TC3448DC, DOUBLE CONTAINMENT TANK, 100 GAL. CAPACITY (SHARED W/ POOLS) PROVIDE (2) SECURALL CABINETS, MODEL C360, WITH EXHAUST BLOWER, MODEL EXM200, AND GALVANIZED DUCT, MODEL FGH200 (SHARED) AQUA CONTROL TECHNOLOGY, MODEL ELC-800R, AND SLOW CLOSING SOLENOID VALVE, 120 V, 0.75 A, 60 HZ, AND 24 V OUTPUT TO SOLENOID 12 - PENTAIR, INTELLIBRITE 5G POOL, UNDERWATER LED LIGHT, 120V, 1 PHASE, 18 W (500W EQUAL) COORDINATE LENGHT OF CORD WITH ELECTRICAL. PENTAIR, LARGE STAINLESS STEEL NICHE, MODEL #78210500, FOR CONCRETE & WITH 1" REAR HUB 86 DEG.F PH FEED AND CHEMICAL PUMP 2 - 18"X18", LAWSON AQUATICS, MLD-SG-1818 SUMP & GRATE, VGB APPROVED, RATED AT 816 GPM EA. ASA MANUFACTURING, INC., 3" FIBERGLASS RIVER CONTROL INSERTS CURRENT PUMP 2 - AURORA 362A, HORIZONTAL PUMP, 6x6x12B, 40 HP, 2000 GPM @ 52' TDH, 460 V, 3 PHASE, 1800 RPM, 60 HZ; PROVIDE PENTAIR ; PROVIDE VFD DRIVES FOR EACH CURRENT PUMP NEPTUNE BENSON, DEFENDER, SP-27-48-487; PROVIDE GREEN DRIVE PUMP VFD, AND CONTROLLER WITH (SHARED) KOBALT COMRESSOR FOR AUTOMATED VALVES, 2 HP, 5.5 CFM @ 90 PSI, 120V, 1 PHASE, 15 A PENTAIR, ADMIRAL S20 SKIMMER, MODEL 84420500 WITH LAWSON AQUATICS EQUALIZER DRAIN FITTINGS - CURRENT 6 - 18"X54", LAWSON AQUATICS, MLD-SG-1836 SUMP & GRATE, VGB APPROVED, RATED AT 2080 GPM EA. CLEAR COMFORT, MODEL CCW300, 120V, 1 PHASE, PROVIDE PENTAIR, WFE-2, 1/2 HP, 115/208-230V, 1 PHASE BOOSTER PUMPSUPPLIMENTAL TREATMENT 18 1 - PENTAIR, EQK-1500, 15 HP, 650 GPM @ 74' TDH, 460 V, 3 PHASE, 50/60 HZ. PROVIDE (1) EXTRA STRAINER BASKET, INTERLOCK TO EPO SWITCH; PROVIDE VFD FOR FOR THIS PUMP (SIZED FOR FUTURE) SLIDE PUMP (FUTURE): DRAIN FITTINGS - SLIDE 2 - 18"X18", LAWSON AQUATICS, MLD-SG-1818 SUMP & GRATE, VGB APPROVED, RATED AT 816 GPM EA. NUMBER OF DRAINS - SLIDE 2 - 18"X18" SUMP AND COVER GRATE ASME-2007 CERTIFIED DESIGN CRITERIA FUTURE SPA TEMPERATURE UNDERWATER LIGHT NICHE UNDERWATER LIGHTS AUTOFILL CONTROLLER CHEMICAL TANKS SANITATION FEED AND CHEMICAL PUMP CHEMICAL CONTROLLER THERMOMETERS FLOW METERS PRESSURE / COMPOUND GAUGES HEATER JET FITTINGS AIR BLOWER INLETS DRAIN FITTINGS - JET/ AMENITY DRAIN FITTINGS - CIRCULATION SKIMMER FILTER - SAND JET/ AMENITY PUMP CIRCULATION PUMP EQUIPMENT CRITERIA BATHER LOAD PH CONTROL TYPE SANITATION TYPE NUMBER OF LIGHTS NUMBER OF JET FITTINGS NUMBER OF DRAINS - JET/ AMENITY NUMBER OF DRAINS - CIRCULATION NUMBER OF SKIMMERS NUMBER OF INLETS SURGE TANK HEATER REQUIREMENTS BACKWASH FLOW RATE UNIT FILTER RATE SAND FILTER TYPE / VOLUME TURNOVER PERIOD CIRCULATION RATE POOL PERIMETER POOL VOLUME WATER SURFACE AREA 123 SF 2,325 GALLONS 43'-5 1/8" 130 GPM 17.9 MINUTES 0.949 GPM/SF 66 GAL. TO SANITARY 250,000 BTUH POOL HEATER - 5 WALL INLETS 3 2 - 18"X18" SUMP AND GRATE VGB COMPLIANT & ASME-2007 CERTIFIED (SHARED) 12 2 CAL-HYPO DILUTED MURIATIC ACID 12 BATHERS 1 - PENTAIR, WHISPERFLO XF, XFK-12, 3 HP, 130 GPM @ 72' TDH, 460V, 3 PHASE, 50/60 HZ, TEFC WITH INTEGRAL STRAINER POT. PROVIDE (1) EXTRA STRAINER BASKET. PROVIDE VFD 2 - 18"X18", LAWSON AQUATICS, MLD-SG-1818 SUMP & GRATE, VGB APPROVED, RATED AT 816 GPM EA. (SHARED) PENTAIR, WALL SUPPLY INLET, MODEL #542402, 1-1/2" THREADED W/ 1-1/2" SOCKET, WHITE HYDRO AIR, HYDRO JET, MODEL #10-5100 WITH JET EXTENSION MODEL #10-4400 LOCHINVAR ENERGY RITE, ERN252, 250,000 BTUH POOL HEATER. 6" VENT, 5" AIR, 1" GAS CONNECTION. FURNISH AND INSTALL BARAMETRIC DAMPENER. AND DIRECT AIR SYSTEM FOR SELF COMBUSTION ASHCROFT, LIQUID FILLED, MODEL 1009, 1-PRESSURE GAUGE AND 1-COMPOUND GAUGE PER PUMP SIGNET MK-509 FLOW INDICATOR, MK-515-30-PI FLOW SENSOR, SENSOR INSTALLATION PVC FITTING TRERICE, ECON-O-THERM SERIES, A15203, 30-130 DEGREES FAHRENHEIT WITH BRASS WELL BECSYS 3, CONTINUOUS MONITORING AND CONTROL, 120V, 10 A, 60 HZ, PH 7.2 TO 7.8, CHLORINE AND ORP MONITOR, PROVIDE FLOW SWITCH AND SENSOR CELL ASSEMBLY BULK DILUTED ACID TANK WITH STENNER PUMP, MODEL 45M, 1/30 HP, 120 V, 26 RPM, 50/60 HZ, INTERLOCK TO CHEMICAL CONTROLLER & FLOW SWITCH AQUA CONTROL TECHNOLOGY, MODEL ELC-800R, AND SLOW CLOSING SOLENOID VALVE, 120 V, 0.75 A, 60 HZ, AND 24 V OUTPUT TO SOLENOID PENTAIR, INTELLIBRITE 5G SPA, UNDERWATER LED LIGHT, 120V, 1 PHASE, 18 W (100W EQUAL) COORDINATE LENGHT OF CORD WITH ELECTRICAL. PENTAIR, SMALL STAINLESS STEEL NICHE, MODEL #78244300, FOR CONCRETE & WITH 1" REAR HUB 103 DEG.F PH FEED AND CHEMICAL PUMP 2 - 18"X18" SUMP AND GRATE VGB COMPLIANT & ASME-2007 CERTIFIED (SHARED) 2 - 18"X18", LAWSON AQUATICS, MLD-SG-1818 SUMP & GRATE, VGB APPROVED, RATED AT 816 GPM EA. (SHARED) 1 - ROTRON DR555K72 REGENERATIVE BLOWER, 3HP, 230/460V, 3PH, 7.6/3.8 AMP. INTERLOCK TO JET PUMP & EPO SWITCH. 1 - NEPTUNE BENSON, DEFENDER, SP-18-48-176, 137 SF 1 - PENTAIR, WHISPERFLO XF, XFK-20, 5 HP, 180 GPM @ 64' TDH, 460V, 3 PHASE, 50/60 HZ, TEFC WITH INTEGRAL STRAINER POT. PROVIDE (1) EXTRA STRAINER BASKET. PROVIDE VFD NEPTUNE BENSON, DEFENDER, SP-18-48-176, PROVIDE GREEN DRIVE PUMP VFD, AND CONTROLLER WITH (SHARED) KOBALT COMRESSOR FOR AUTOMATED VALVES, 2 HP, 5.5 CFM @ 90 PSI, 120V, 1 PHASE, 15 A PENTAIR, ADMIRAL S20 SKIMMER, MODEL 84420500 WITH LAWSON AQUATICS EQUALIZER ACCU-TAB, MODEL 1030, 120 V, 50/60 HZ, CONNECTION TO POWER; INTERLOCK TO CHEMICAL CONTROLLER FOR SOLENOID SUPPLIMENTAL TREATMENT CHLORINE: (4) 50# PAILS OF ACCU-TAB TABLETS LOCATED IN CHLROINE CABINET (SHARED WITH POOLS) ACID: (1) CHEMTAINER TC3448DC, DOUBLE CONTAINMENT TANK, 100 GAL. CAPACITY (SHARED W/ POOLS) PROVIDE (2) SECURALL CABINETS, MODEL C360, WITH EXHAUST BLOWER, MODEL EXM200, AND GALVANIZED DUCT, MODEL FGH200 (SHARED) CLEAR COMFORT, MODEL CCW300, 120V, 1 PHASE, PROVIDE PENTAIR, WFE-2, 1/2 HP, 115/208-230V, 1 PHASE BOOSTER PUMP NOTE: REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL INTERLOCKING OF POOL SYSTEMS. POOL CONTRACTOR MUST COORDINATE WITH ELECTRICAL CONTRACTOR FOR INTERLOCKING POOL SYSTEM AS SAID IN POOL COORDINATION SCHEDULE. VERIFY VOLTAGES WITH ELECTRICAL PRIOR TO ORDERING EQUIPMENT. NOTE: SANITARY BACKWASH REQUIREMENTS - 150 GPM BY GRAVITY IN THE POOL MECHANICAL ROOM. POOL SHELL AND FIXTURE BONDING BY ELECTRICAL CONTRACTOR. PC = POOL CONTRACTOR MC = MECHANICAL CONTRACTOR EC = ELECTRICAL CONTRACTOR 1 ACID PUMP 1/30 HP ECPC PC - 5 A 2" FROM RPZ BY MC1PCECAUTO FILL CONTROLLER -PC POOL MECHANICAL ROOM POOL MECHANICAL ROOM POOL MECHANICAL ROOM13033 HP PC ECEC -SPA CIRCULATION PUMP1 SPA 250,000 BTUH HEATER1 POOL MECHANICAL ROOM-15 A PC ECEC SPA UNDER WATER LIGHT (WHITE LED)2 ECEC120VSPA-1 PC - POOL MECHANICAL ROOM18035 HP PC ECEC -SPA JET PUMP1 460V 15 MIN. TIMER, INTERLOCK W/ CIRCULATION PUMP, PC TO PROVIDE VFD CHEMICAL CONTROLLER1 10 A PC FLOW SENSOR, CONNECT WITH CHLORINE GEN, ACID PUMP AND PPG BACKUP SOLENOID, OUTSIDE MONITORING CONNECTIONS EC PC -POOL MECHANICAL ROOM POOL CLEANING OUTLETS4 CIRCUITS SHOULD BE GFI PROTECTEDPC EC PC -5- POOL DECK 120V 120V 120V 120V FLOW SENSOR 1 PPG CHLORINATOR 15 A120V PC CONNECT TO CHEM CONTROLLER AND TO POWER REQUIRED FOR PUMP ON CHLORINATOR; PROVIDE ONE UNIT TO EXISTING LAP POOLPOOL MECHANICAL ROOM EC PC - NICHE AND LAMP BY P.C. / PULLING LIGHT, "J" BOX, CONDUIT, AND WIRING BY E.C. , PROVIDE SWITCH IN LIFEGUARD ROOM BY EC - 120 V 1 5" VENT, 6" AIR, 1" GAS LINE 18 W POOL MECHANICAL ROOM650315 HP PCSLIDE CIRCULATION PUMP1 460 V 460V 1 CLEAR COMFORT SUPPLIMENTAL TREATMENT 10 A. EA ECPC PC -CHEMICAL CABINET TO BE VENTED BY MC, CONNECT TO CHEM CONTROLLERPOOL MECHANICAL ROOM120V -1 -1 -1 -1 -1 PC EC PC -5- POOL DECK1/2 HP ECPC PC -CHEMICAL VENTING FROM BLOWER TO OUTSIDE BY MC, BLOWER AND GALVANIZED DUCT FROM BLOWER TO CABINET BY PCPOOL MECHANICAL ROOM- POOL MECHANICAL ROOM-3 3 HP PC ECEC -SPA JET AIR BLOWER1 460V ON WITH JET PUMP 15 MIN. TIMER, INTERLOCK W/ CIRCULATION PUMP 20 A1 PC ECDEFENDER FILTER CONTROLLER PCPOOL MECHANICAL ROOM120V-1 CONNECT TO FILTER SYSTEM VALVES FOR OPERATION OF SEQUENCE; PROVIDE ONE UNIT PER POOL - STARTER, EMERGENCY STOP, PROVIDE VFD FOR FLOW CONTROL FOR CONTROLLER ON FILTER; PC TO PROVIDE VFD STARTER, EMERGENCY STOP, PROVIDE VFD FOR FLOW CONTROL FOR CONTROLLER ON FILTER, PC TO PROVIDE VFD ECEC - REFER TO PLUMBING DRAWINGMCMC VOLTSQTY.UNIT NAME POOL MECHANICAL ROOM37737.5 HP PC STARTER, EMERGENCY STOP, PROVIDE VFD FOR FLOW CONTROL FOR CONTROLLER ON FILTER, PC TO PROVIDE VFD GPMHP/AMP/WPHASE FURNISHED & SET BY LOCATION CONTROLS & INTERLOCKS ECEC - DUCT WORK, GAS &LOW VOLTAGE 24 VOLTS OR LESS CONTROL WIRING AND POWER WIRING, SWITCHES, CONTRACTORS WATER PIPING 1 ACID PUMP 1/30 HP ECPC PC - 5 A 2" FROM RPZ BY MC --MC - 1 PC ECAUTO FILL CONTROLLER -PC LEISURE POOL CIRCULATION PUMP1 4- POOL DECK, 1- MECH. ROOM POOL MECHANICAL ROOM POOL MECHANICAL ROOM 460 V LEISURE POOL 1,440,000 BTUH HEATER1 120 V POOL MECHANICAL ROOM-1 15 A PC FLOW SENSOR ECEC CHEMICAL CONTROLLER1 10 A PC FLOW SENSOR, CONNECT WITH CHLORINE GEN, ACID PUMP AND PPG BACKUP SOLENOID, OUTSIDE MONITORING CONNECTIONS EC PC -POOL MECHANICAL ROOM 4 PC EC PC -5- POOL DECK 120V 120V 120V 120V HOSE BIBS5 12" VENT, 12" AIR, 2" GAS LINE 1 PPG CHLORINATOR 15 A120V PC CONNECT TO CHEM CONTROLLER AND TO POWER REQUIRED FOR PUMP ON CHLORINATOR; PROVIDE ONE UNIT TO EXISTING LAP POOLPOOL MECHANICAL ROOM EC PC - LEISURE POOL UNDER WATER LIGHTS (WHITE LED)12 120V -1 55 W EC LEISURE POOL ECEC - LEISURE POOL WATER AMENITY PUMP2 3 2405 HP POOL MECHANICAL ROOMPC INTERLOCK W/ CIRCULATION PUMP, PROVIDE SWITCH AT LIFEGUARD ROOM, PC TO PROVIDE VFD PER PUMP ECEC -460 V LEISURE POOL CURRENT PUMP2 3 220040 HP POOL MECHANICAL ROOMPC INTERLOCK W/ CIRCULATION PUMP AND PROVIDE VFD TO CONTROL FLOW FOR EACH PUMP, PROVIDE SWITCH AT LIFEGUARD ROOM ECEC -460 V 1 CLEAR COMFORT BOOSTER PUMP 1/2 HP ECPC PC -POOL MECHANICAL ROOM115/208-230V -1 -1 -1 -1 -1 -- 4 PC EC PC -5- POOL DECK120V2CHEMICAL CABINET EXHAUST BLOWER 1/2 HP ECPC PC -CHEMICAL VENTING FROM BLOWER TO OUTSIDE BY MC, BLOWER AND GALVANIZED DUCT FROM BLOWER TO CABINET BY PCPOOL MECHANICAL ROOM120V-1 2 HP, 15 A1 PC ECDEFENDER FILTER AIR COMPRESSOR PCPOOL MECHANICAL ROOM120V-1 CONNECT TO FILTER SYSTEM CONTROLLER ON FILTER; PROVIDE ONE UNIT SHARED BETWEEN ALL POOLS - 20 A1 PC ECDEFENDER FILTER CONTROLLER PCPOOL MECHANICAL ROOM120V-1 CONNECT TO FILTER SYSTEM VALVES FOR OPERATION OF SEQUENCE; PROVIDE ONE UNIT PER POOL - REFER TO PLUMBING DRAWINGMCMC4- POOL DECK, 1- MECH. ROOMPUMP CART GFI OUTLETS5 --120V 2 HP, 30 A EC NICHE AND LAMP BY P.C. / PULLING LIGHT, "J" BOX, CONDUIT, AND WIRING BY E.C. , PROVIDE SWITCH IN LIFEGUARD ROOM BY EC 4 CIRCUITS SHOULD BE GFI PROTECTED EC PC -5 EC PC -- 4 CIRCUITS SHOULD BE GFI PROTECTEDPC EC PC -5- POOL DECK120V1CLEAR COMFORT SUPPLIMENTAL TREATMENT 10 A. EA ECPC PC -CHEMICAL CABINET TO BE VENTED BY MC, CONNECT TO CHEM CONTROLLERPOOL MECHANICAL ROOM120V-1 INTERLOCK W/ CIRCULATION PUMP LEISURE POOL CIRCULATION PUMP (BASE BID) FOR FUTURE INSTALL NOT INCLUDED IN BASE BID EXCEPT FOR PLUMBING CLEAR COMFORT BOOSTER PUMP 115/208-230V 11 CONNECT TO CHEM CONTROLLER WHERE POWER IS TO BE CONNECTED FOR OPERATION OF CHEMCIAL PUMP CONNECT TO CHEM CONTROLLER WHERE POWER IS TO BE CONNECTED FOR OPERATION OF CHEMCIAL PUMP SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT 12-19-16 BULLETIN NO. 44 NO SCALE 12 / 1 5 / 2 0 1 6 2 : 1 5 : 1 9 P M C: \ U s e r s \ a l d o \ D o c u m e n t s \ 1 6 0 0 3 E V C C O L C A q u a t i c S h e e ts _ a l d o . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R RM AC 10-31-2016 16003 POOL DATA AND COORDINATION AQ1.2 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O NO SCALE1LEISURE POOL DATA NO SCALE2FUTURE SPA DATA NO SCALE3AQUATIC COORDINATION SCHEDULE 4 4 4 4 0 1 0 2 0 3 0 3 0 3 03 0 2 0 1 6 3 6 3 6 3 6 3 6 3 6 3 6 3 6 3 6 3 6 3 6 3 0' WD 1' WD 2' WD 3' WD 3.5' WD 3.5' WD 3' WD 3.5' WD 3.5' WD 3.5' WD 3.5' WD NO DIVING F T IN NO DIVING FT IN NO DIVING FT IN NO DIVING FTIN NO DIVING FT IN NO DIVINGFT IN NO DIVING F T I N NO DIVIN G F T IN NO DIVING F T IN N O D IVIN G FT IN N O D I VI N G F T IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING F T IN NO DIVING FT INNO DIVINGFT IN N O D IV I N G F T IN NO D IV ING FT IN NOTES: 1) POOL CONTRACTOR MUST VERIFY ALL PRODUCTS & QUANTITIES MEET OR EXCEED CODE REQUIREMENTS. 2) POOL CONTRACTOR MUST COORDINATE BONDING & GROUNDING OF ALL APPLICABLE ITEMS WITH ELECTRICAL CONTRACTOR. MAKE & MODEL#UNIT NAME 16 18 POOL STAIR HANDRAIL1 HANDRAIL ANCHOR3 CIRCULATION RETURN FITTING (WALL)9 SURFACE SKIMMER11 ZERO ENTRY GUTTER GRATE12 ADA POOL LIFT13 10 ADA STAIR RAIL14 CUP ANCHOR 17 19 15 SAFETY ROPE FLOAT RECESSED STEPS5 ZERO-DEPTH ENTRY HANDRAIL2 HANDRAIL ESCUTCHEONS4 GRAB RAIL6 CIRCULATION SUCTION OUTLET7 AMENITY /JET / CURRENT SUCTION OUTLET8 SPECTRUM AQUATICS CUSTOM RAIL, 316L STAINLESS STEEL, 1.5" O.D. W/ 0.12" WALL THICKNESS SPECTRUM AQUATICS CUSTOM RAIL, 316L STAINLESS STEEL, 1.5" O.D. W/ 0.12" WALL THICKNESS SPECTRUM AQUATICS, 6" DEEP, 304L STAINLESS STEEL WEDGE ANCHOR, FOR 1.5" RAILS SPECTRUM AQUATICS, ROUND, 304L STAINLESS STEEL, FOR 1.5" RAILS SPECTRUM AQUATICS, 304L STAINLESS STEEL, SLIP RESISTANT, INSTALLED FLUSH W/ POOL FINISH SPECTRUM AQUATICS, 26" CISCO, 316L STAINLESS STEEL, 1.5" O.D. W/ 0.12" WALL THICKNESS REFER TO DATA TABLE FOR MAKE, MODEL, SIZE & QUANTITY LAWSON AQUATICS 12" PVC, PARALLEL GUTTER GRATE W/ NON-SLIP FINISH SPECTRUM AQUATICS #26705 TRAVELER XRC LIFT W/ #27450 ANCHOR SPECTRUM AQUATICS #58315, 316L STAINLESS STEEL 9" BLUE/WHITE/BLUE COLOR FLOAT W/ 3/4" ROPE & SS HOOKS ON EA. END REFER TO DATA TABLE FOR MAKE, MODEL, SIZE & QUANTITY CIRCULATION RETURN FITTING (FLOOR) REFER TO DATA TABLE FOR MAKE, MODEL, SIZE & QUANTITY REFER TO DATA TABLE FOR MAKE, MODEL, SIZE & QUANTITY REFER TO DATA TABLE FOR MAKE, MODEL, SIZE & QUANTITY SPRAY ARCHES 20 ROMAN FOUNTAINS OR CRYSTAL FOUNTAINS OR VORTEX VOR-0305 DIRECTIONAL JET; RE: DETAIL GEYSERS 21 FIELD BUILT GEYSERS REFER TO DETAILS POOL WATER FEATURE 22 VORTEX, FROG NO. 6, VOR-7659 23 24 HYDROTHERAPY JETS 25 REFER TO DATA TABLE FOR MAKE, MODEL, SIZE & QUANTITY SPECTRUM AQUATICS CUSTOM RAIL, 316L STAINLESS STEEL, 1.5" O.D. W/ 0.12" WALL THICKNESS POOL WATER FEATURE VORTEX, SPRAY CANON, VOR-0201, RED POOL WATER FEATURE VORTEX, SPRAY CANON, VOR-0201, BLUE POOL WATER FEATURE VORTEX, WATER GARDEN SNAKE NO.1, VOR-7213 POOL WATER FEATURE VORTEX, TURTLE NO. 2, VOR-7216 POOL WATER FEATURE VORTEX, FUMBLING FIVE, VOR-7384 26 CURRENT INLET SUPPLIES ASA 3" INLETS AT VARIOUS AREAS IN CURRENT AREA UNDERWATER POOL LIGHTS REFER TO DATA TABLE FOR MAKE, MODEL, SIZE & QUANTITY27 EXPANSION JOINT REFER TO 14/AQ2.3 DETAIL FOR REINFORCING28 FINISH SCHEDULE: AREA SIZE TYPE MMFG OR EQUAL COLOR A WATERLINE 2"X2"CERAMIC TILE DAL TILE MOSAICS MID-PRICE; RE:ARCH B TOP OF POOL/SPA WALL P.I.P. COPING CONCRETE STEGMEIER FORMS AND P.I.P COPING; RE: ARCH FOR COLOR C EXTERIOR SPA VERTICAL FACE 1"X1"CERAMIC TILE DAL TILE MOSAICS, MID-PRICE; RE: ARCH D SPA INTERIOR FINISH ---PLASTER DIAMOND BRITE; COOL BLUE E INTERIOR STAIR CONTRASTING EDGE 2-1"X1"CERAMIC TILE DAL TILE MOSAICS, RE: ARCH COLOR CONTRASTING F UNDERWATER BENCH TOP 1"X1"CERAMIC TILE DAL TILE MOSAICS, RE: ARCH WHITE OR LIGHT COLOR G BENCH CONTRASTING EDGE 2-1"X1"CERAMIC TILE DAL TILE MOSAICS, RE: ARCH COLOR CONTRASTING H NO DIVING AND DEPTH MARKER 6"X6"CERAMIC TILE REFER TO DETAILS FOR INFORMATION; RE: 3/AQ1.1 I POOL INTERIOR FINISH ---PLASTER DIAMOND BRITE; COOL BLUE NOTES: 1. REFER TO ARCHITECTURAL FOR PATTERNS OR QUESTIONS OF COLOR. 2. ALL TILE TO BE NON-SLIP NON-SKIP FOR HORIZONTAL APPLICATIONS. IT SHALL BE FROSTPROOF FOR OUTDOOR APPLICATIONS. 3. WATERLINE TO BE NON-GLAZED TILE. NOTE: 1. OWNER TO KEEP DAILY RECORDS ON POOL OPERATIONS AND MAINTENANCE TO BE SUBMITTED AS REQUIRED TO THE HEALTH DEPARTMENT WHILE THE POOL IS IN OPERATION. 2. PROVIDE GFI PROTECTED AUTOMATIC FLOOR CLEANER AND PUMP CART THAT SHALL NOT BE USED WHEN POOL IS OPEN TO USE. 3. LIFESAVING EQUIPMENT SHALL BE PROVIDED BY THE POOL CONTRACTOR AND SHALL BE ACCESSIBLE WITHIN THE CONFINES OF THE POOL AREA. PROVIDE 1 UNIT OF LIFE SAVING EQUIPMENT PER 2000 S.F. OF WATER SURFACE AREA OR FRACTION THEREOF. MAINTENANCE AND SAFETY EQUIPMENT QTY.DESCRIPTION MAKE & MODEL 1 ELECTRIC VACUUM CART MAXSWEEP, PORTABLE FILTER, 2 HP PUMP CART SYSTEM, GFI PROTECTED, 100 FT CORD 1 VACUUM HEAD RAINBOW #215 -24" W/SWIVEL WHEELS, AND RAINBOW #188, 12" OR EQUAL 1 VACUUM HOSE 2" HEAVY DUTY, X 50 FT AND 2" HEAVY DUTY X 10 FT 1 NYLON BRUSH 12" CURVED W/ ALUMINUM BACK, AND 18" CURVED W/ ALUMINUM BACK 2 S/S BRUSH ONE 12" AND ONE 9" STRAIGHT BRUSH 1 SKIMMER NET RAINBOW #126 OR EQUAL 2 EXTENSION POLE RAINBOW #828-16 ADAPT-A-POLE KITS TO ASSEMBLE 32 FT FIBERGLASS POLE OR EQUAL 2 STRAIGHT POLE RAINBOW # 808-22, 22 FT AND #808-12, 12 FT FIBERGLASS STRAIGHT POLES OR EQUAL 2 LIFE HOOK RAINBOW #153 OR EQUAL 1 AUTOMATIC (ROBOTIC) FLOOR CLEANER WAVE 100 1 TELEPHONES ADJACENT TO POOL AREA WITH EMERGENCY CONTACT NUMBERS 2 SWIMMING POOL WATER TEST KIT WHICH INCLUDES TEST FOR; TA, CH, pH, CYA,FREE, AND COMBINED CHLORINE 2 30" US COAST GUARD APPROVED RING BUOY W/50FT OF 1/4" NYLON ROPE 1 SPINE BOARD WITH HEAD IMMOBILIZING AND RESTRAINT STRAPS 2 FIRST AID KIT SHALL MEETS OSHA REQUIREMENTS 1 SPA COVER - PROVIDE INSULATED SPA COVER PER SPECIFICATION AND PER IECC CODES 3 LIFEGUARD CHAIRS, SPECTRUM AQUATICS MENDOTA 3' RECYCLED POLYETHYLENE 1 POOL COVER - PROVIDE PER SPECIFICATION AND PER CURRENT IECC CODES 2 Q 1 L P M 3 4 6 M.6 N 6.4 5 4.7 5.8 6.5 FUTURE SLIDE INFORMATION: -TOWER HEIGHT: 11.5 FT MAX. -34" FLUME WITH RUNOUT: 110 FT TO120 FT; HALF RUN IS COVERED AND HALF OPEN -SQUARE TOWER WITH ROUND STAIR ACCESS -RUNOUT TANK UNDERNEATH END THAT DRAINS INTO LEISURE POOL R 3 ' - 6 "R 6 ' - 6 "R 5 ' - 0 " R 16' - 6" R 2 ' - 6 " R 1 1' - 0" R 10' - 0" R 10' - 6" R 10' - 0" R 1 3 ' - 0 " R 10' - 0" R 10' - 0" R 1 7 ' - 0 " R 2 ' - 0 " R 9' - 6" R 14' - 6" R 2' - 6" R 1 9 ' - 0 " R 1 0 ' - 0 " R 6' - 6" R 1 4 ' - 6 "R 1 0 ' - 0 " R 1 0 ' - 6 " R 3 0 ' - 0 " R 4 8 ' - 6 " R 50' - 0" R 2 0 ' - 0 " R 1 0 ' - 3 9 /1 6 " R 3 0 ' - 0 " R 3 0 ' - 0 " 2' - 0"6' - 8 1/2"5' - 1 1/2" 8 7/8"2 1/4"14' - 2" 1' - 7 5/8" 10 3/8" 1' - 1 7/8"3' - 2 7/8" 1' - 7 1/8" 2' - 7 7/8" 8' - 10" 3' - 2 1/2" 6"4' - 2 1/4"20' - 1 1/8" 5 3/8" 2' - 10 1/2" 6' - 9" 2' - 0"9' - 1 1/8"8' - 1 1/4" 1' - 4 1/4"9 1/4" 1' - 10 1/8"13' - 1 1/4"5 3/8" 2' - 1 1/8" 7 1/2" 5' - 2" 6 7/8" 2' - 5" 7' - 0 5/8" 5 3/8" 1' - 8 3/4"23' - 5" 4' - 0 " 2' - 6 " 1' - 6 " R 5 ' - 0 " R 2' - 6 " R 6' - 0" R 3 1' - 0 " 4' - 1 1 " 1' - 2 " 3' - 7 3 / 4 " 4 3 / 8 " 3/ 8 " 11 1 / 8 " 12 ' - 2 1 / 4 " 5' - 3 7 / 8 " 5 1 / 4 " 2' - 9 1 / 2 " 3' - 1 1 7 / 8 " 1' - 8 1 / 8 " 1' - 3 1 / 4 " 2 1 / 4 " 1' - 7 " 13 ' - 3 3 / 8 " 7 7 / 8 " 3' - 1 7 / 8 " 19 ' - 1 " 8' - 7 5 / 8 " 5' - 0 1 / 2 " 3' - 8 5 / 8 " 4' - 1 1 7 / 8 " 6" 3' - 1 0 3 / 4 " 4' - 0 3 / 8 " F I V E F O O T W A L K W A Y NOTE: FEATURES TO BE VERIFIED WITH OWNER CIRC. RETURN WALL INLET 1/2" THICK PLASTER FINISH EXP. JOINT W/ MARINE GRADE CAULK BY G.C. WATER STOP; TYP. ON ALL PIPE PENETRATIONS 3/4" CRUSHED STONE; 6" MIN; REFER TO SOILS REPORT REFER TO SOILS REPORT FOR REQUIRED EARTHWORK POOL CONCRETE TO BE HAVE A MIN. COMPRESSION STRENGTH OF 4,500 PSI AFTER 28 DAYS. REBAR TO BE #4 @ 8" O.C.E.W. PURED IN PLACE COPING 12 12 BY POOL CONTRACTORBY GENERAL CONTRACTOR POOL DECK SLOPED TOWARDS DRIANS 6" CERAMIC TILE WATER LINE WATER LEVEL 8" 8" 1/ 2 " 10 1 / 2 " 10 1 / 2 " 1' - 6 " 3' - 3 " 6" 5 3/4"8" 1/2"2"X2" TILED CONTRASTING EDGE 1"X1" TILED TOP - WHITE 1"X1" BULLNOSE 1"X1" CONTRASTING TILE MAX. 2" MA X . 2 " R 0' - 6" 1' - 6 " 1' - 4" 7/8"1' - 2 1/4"7/8" NOTES: 1. DECK SURFACE (BY GC) TO BE NON-SLIP FINISH AND SLOPE AWAY FROM POOL TOWARDS DECK DRAIN AT A MIN. OF 1/4" PER FOOT AND A MAX. OF 1/2" PER FOOT. 2. POOL CONTRACTOR MUST COORDINATE ELEVATIONS WITH DECK AND TILE CONTRACTORS. 3. POURED IN PLACE FOR TO BE SEGMEIER FORM - REGULART FORM. 4. REFER TO FINISH SCHEDULES FOR MAKE, MODEL, PATTERNS, AND ETC. 5. REFER TO SOILS REPORT FOR ADDITIONAL INSTRUCTIONS AND REQUIREMENTS PC = POOL CONTRACTOR GC = GENERAL CONTRACTOR G G B F G D A C RAISED EXTERIOR AREA CIRC. RETURN WALL INLET 1/2" THICK PLASTER FINISH EXP. JOINT W/ MARINE GRADE CAULK BY G.C. NOTES: 1. DECK SURFACE (BY GC) TO BE NON-SLIP FINISH AND SLOPE AWAY FROM POOL TOWARDS DECK DRAIN AT A MIN. OF 1/4" PER FOOT AND A MAX. OF 1/2" PER FOOT. 2. POOL CONTRACTOR MUST COORDINATE ELEVATIONS WITH DECK AND TILE CONTRACTORS. 3. POURED IN PLACE FOR TO BE SEGMEIER FORM - REGULART FORM. 4. REFER TO FINISH SCHEDULES FOR MAKE, MODEL, PATTERNS, AND ETC. 5. REFER TO SOILS REPORT FOR ADDITIONAL INSTRUCTIONS AND REQUIREMENTS PC = POOL CONTRACTOR GC = GENERAL CONTRACTOR 8"1/2"WATER STOP; TYP. ON ALL PIPE PENETRATIONS 8" 1/ 2 " R 0 ' - 6 " 3/4" CRUSHED STONE; 6" MIN; REFER TO SOILS REPORT REFER TO SOILS REPORT FOR REQUIRED EARTHWORK POOL CONCRETE TO BE HAVE A MIN. COMPRESSION STRENGTH OF 4,500 PSI AFTER 28 DAYS. REBAR TO BE #4 @ 8" O.C.E.W. POURED IN PLACE COPING 12 12 BY POOL CONTRACTOR BY GENERAL CONTRACTOR POOL DECK SLOPED TOWARDS DRIANS 6" CERAMIC TILE WATER LINE WATER LEVEL 1' - 0"7/8" 8" 3 1 / 2 " 1' - 6 " 6" B A I CIRC. RETURN WALL INLET 1/2" THICK PLASTER FINISH EXP. JOINT W/ MARINE GRADE CAULK BY G.C. NOTES: 1. DECK SURFACE (BY GC) TO BE NON-SLIP FINISH AND SLOPE AWAY FROM POOL TOWARDS DECK DRAIN AT A MIN. OF 1/4" PER FOOT AND A MAX. OF 1/2" PER FOOT. 2. POOL CONTRACTOR MUST COORDINATE ELEVATIONS WITH DECK AND TILE CONTRACTORS. 3. REFER TO FINISH SCHEDULES FOR MAKE, MODEL, PATTERNS, AND ETC. PC = POOL CONTRACTOR GC = GENERAL CONTRACTOR WATER STOP; TYP. ON ALL PIPE PENETRATIONS 3/4" CRUSHED STONE; 6" MIN; REFER TO SOILS REPORT REFER TO SOILS REPORT FOR REQUIRED EARTHWORK POOL CONCRETE TO BE HAVE A MIN. COMPRESSION STRENGTH OF 4,500 PSI AFTER 28 DAYS. REBAR TO BE #4 @ 8" O.C.E.W. 12 12 BY POOL CONTRACTORBY GENERAL CONTRACTOR POOL DECK SLOPED TOWARDS DRIANS 6" CERAMIC TILE WATER LINE WATER LEVEL 8" 1/ 2 " 1' - 0 " 1' - 0 " 1' - 6 " 3' - 6 " 6" 8" 1/2"2"X2" TILED CONTRASTING EDGE 1"X1" TILED TOP - WHITE POURED IN PLACE COPING 1' - 0"1' - 6" 7/8" 8" 3 1 / 2 " 1"X1" BULLNOSE 1"X1" CONTRASTING TILEMAX. 2" MA X . 2 " R 0 ' - 6 " G G G F I A B SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT 12-19-16 BULLETIN NO. 44 As indicated 12 / 1 5 / 2 0 1 6 2 : 1 5 : 2 7 P M C: \ U s e r s \ a l d o \ D o c u m e n t s \ 1 6 0 0 3 E V C C O L C A q u a t i c S h e e ts _ a l d o . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R RM AC 10-31-2016 16003 POOL PLANS AND WALL DETAILS AQ2.1 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O NO SCALE2AQUATICS FEATURE SCHEDULE NO SCALE3AQUATICS FINISH SCHEDULE 1" = 1'-0"4 AQUATICS MAINTENANCE AND SAFETY EQUIPMENT 3/16" = 1'-0"1 POOL PLAN 1" = 1'-0"7 FUTURE SPA SKIMMER WALL - RAISED P.I.P.COPING 1" = 1'-0"6 POOL SKIMMER WALL - P.I.P. COPING 1" = 1'-0"5 POOL JET AREA WALL DETAIL 4 STRUCTURAL NOTES 1. UNLESS OTHERWISE SHOWN, CONCRETE WALLS AND SLABS SHALL BE REINFORCED AS FOLLOWS: #4 @ 8" EACH WAY CENTER OF 6" SECTIONS; #5 @ 8" EACH WAY CENTER OF 8" SECTIONS; #5 @ 8" EACH WAY EACH FACE OF 12" SECTIONS. SINGLE MAT REINFORCEMENT SHALL BE AT CENTER OF SECTION, UNLESS SHOWN OTHERWISE. 2. MINIMUM CLEARANCE FOR REINFORCEMENT BARS, UNLESS SHOWN OTHERWISE, SHALL BE 3" WHEN PLACED ON GROUND; FOR SURFACES EXPOSED TO WATER, EARTH, OR WEATHER - 1 1/2" CLEARANCE FOR #5 BARS AND SMALLER; INTERIOR SLABS 3/4" CLEARANCE, INTERIOR BEAMS 1 1/2" CLEARANCE. 3. REFER TO WALL CORNER AND WALL INTERSECTION REINFORCING DETAIL, IN GENERAL, THE WALL CORNER REINFORCING SIZES SHALL BE CALLED OUT ON THE PLANS AND REFERENCED TO THESE DETAILS AND THE TYPICAL HORIZONTAL WALL REINFORCING SHALL LAP WITH CORNER AND INTERSECTION REINFORCING. 4. ALL BENDS, UNLESS OTHERWISE SHOWN, SHALL BE A 90 DEGREE STANDARD HOOK AS DEFINED IN LATEST EDITION OF ACI 318. 5. UNLESS OTHERWISE NOTED, ALL WALL REINFORCEMENT BARS SHALL BE CONTINUOUS AROUND CORNERS AND THROUGH COLUMNS OR PILASTERS. REINFORCEMENT SHALL BE EXTENDED INTO CONNECTING WALLS AND LAPPED ON THE OPPOSITE FACE OF THE CONNECTING WALLS, AS INDICATED ELSEWHERE ON THE DRAWINGS. VERTICAL WALL BARS SHALL BE LAPPED WITH DOWELS FROM BASE SLABS AND EXTENDED INTO THE TOP FACE OF ROOF SLABS AND LAPPED WITH TOP SLAB REINFORCEMENT. UNLESS INDICATED OTHERWISE, CONTRACTOR MAY SPLICE CONTINUOUS SLAB OR LONGITUDINAL BEAM BARS AT LOCATIONS OF HIS CHOOSING, EXCEPT THAT TOP BAR SPLICES SHALL BE LOCATED AT MID SPAN AND BOTTOM BAR SPLICES SHALL BE LOCATED AT SUPPORTS. ALL REINFORCEMENT BENDS AND LAPS, UNLESS OTHERWISE NOTED, SHALL SATISFY THE FOLLOWING MINIMUM REQUIREMENT (SHOWN BELOW): #6 OR SMALLER TOP BAR 45 DIA. MIN. 2'-0"3'-8" #7 DETAIL OF REINFORCEMENT - LAP LENGTHS - CONC. DESIGN STRENGTH 4000 PSI AND GR.60 REINFORCING BAR SIZE OTHER BAR 32 DIA. MIN. 1'-6"2'-8" SUBGRADE PREPARATION: REFER TO PROJECT GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION REQUIREMENTS. 4'-9" #8 3'-6" 6'-0" #9 4'-4" 7'-8" #10 5'-6" 9'-6" #11 6'-9" SEE STRUCTURAL NOTES FOR REQUIREMENTS NOTE: CORNER BAR TO MATCH PRIMARY HORIZ. REINFORCING LAP LENGTH LA P L E N G T H SE E S T R U C T U R A L N O T E S FO R R E Q U I R E M E N T S NOTES: 1. TYPICAL FOR ALL OPENINGS IN CONCRETE WALLS & SLAB UNLESS INDICATED OTHERWISE ON PLANS. 2. DO NOT WELD REINFORCEMENT TO PIPE SLEEVES AND INSERTS. 3. ALL OPENINGS THROUGH WATERTIGHT TANK REQUIRE WATERSTOP. PROVIDE MINIMUM LAP AS NOTED OR SHOWN ON PLANS (TYP.) ADD 1-#5x4'-0" DIAG. @ EACH CORNER FOR EACH LAYER OF REINFORCING AREA OF BARS EQUAL BAND "A" BARS CUT 1- #5 HOOP, DIA. OF OPENING + 8", IN EACH LAYER OF REINF'G FOR OPENINGS LARGER THAN 8". AREA OF BARS EQUAL BAND "A" BARS CUT STEEL REINF. CUT BAND "A" STEEL REINF. CUT BAND "B" B - MIN. STEM THICKNESS @CENTER BULB F - APPROX. NO. OF RIBS EACH SIDE, EACH FACE OF WATERSTOP D - CENTER BULB OUTSIDE DIA. E - MIN. BULB THICKNESS C - MIN. STEM THICKNESS @OUTSIDE BULB NOTES: 1. MATERIAL QUALITY PER SPEC. SECTION 13150 2. DIM. REQU'TS. INDICATED SHOULD BE GIVEN TO SUPPLIERS PRIOR TO PLACING ORDERS 3. NON-ROUND CTR. BULBS SHALL HAVE A MIN. OUTSIDE DIM. OF 'D' SIZE A 9/16" TYP. 5/ 3 2 " T Y P . A B E D C B C D E F WALL 6"X3/8" FLOOR 6"X3/8" 6"3/8"7/8"1/4"63/8" 6"3/8"7/8"1/4"63/8" 7/16" BOLT WASHER ESCUTCHEON PLATE FINISHED POOL DECK ANCHOR SOCKET: BODY SHALL BE OF BRASS AND SHALL BE 4 1/4" LONG. IT SHALL BE MADE TO RECEIVE 1.900" O.D. PIPE. TWO LONGITUDINAL RIDGES, FOR PREVENTION OF SIDE SWAY, SHALL RUN FULL DEPTH OF THE BODY ON THE I.D. THE LOCKING WEDGE SHALL BE OF STAINLESS STL. & THE BOLTS SHALL BE STAINLESS STEEL. 4" SET BACK FROM JOINTS OR STEP EDGES. FLUSH W/ FINISHED POOL DECK HALF ESCUTCHEON PLATE: STANDARD: BODY SHALL BE STAMPED STAINLESS STEEL. IT SHALL BE MADE TO SLIP OVER OVER 1.900" TUBING. AS REQUIRED: BODY SHALL BE OF STAMPED STAINLESS STEEL WITH SET SCREW. IT SHALL BE MADE TO SLIP OVER 1.900" O.D. TUBING. ELEVATION HALF A PLAN ESCUTCHEON PLATES SECTION WEDGE BODYWHERE REQUIREDSTANDARD CONTINUOUS 360 DEG. ROTATION 3' - 3 1/4" 1' - 1 1 1 / 8 " 1' - 7 3 / 4 " 1' - 6"1' - 3 1/2" 4' - 1 1/2" SWIM LIFT MODEL ASPEN 11 BP350 5' - 4 1 / 2 " 1' - 5 1 / 2 " 4 1 / 2 " 1' - 0 " 2' - 6 3 / 8 " 3' - 8 1 / 8 " 3' - 4 1 / 8 " 6" 10 " ADJUSTABLE FOOTREST NOTE: DIMENSIONS VARY WITH SPECIFIC APPLICATIONS. SPECIFICATIONS ARE NORMAL AND ARE SUBJECT TO CHANGE. PLEASE CONTACT SPECTRUM PRODUCTS FOR CUSTOM APPLICATIONS. 1' - 3" 1' - 10"3' - 4 3/8" MAXIMUM SETBACK ANCHOR MAXIMUM WATER DRAFT CERAMIC TILE AROUND ALL SURFACES (TYP.) STEEL MESH NOTE: THE SKIMMER LOCATION MAY VARY DUE TO WALL THICKNESS. PLAN SECTION FRONT SECTION 2" EQUALIZER LINE SKIMMER LID #4 REBAR 10 " 10 " 1' - 8 " 1' - 0" 18" OVERLAP TYP. EXP. JOINT W/ MARINE GRADE CAULK BY G.C. NOTES: 1. DECK SURFACE (BY GC) TO BE NON-SLIP FINISH AND SLOPE AWAY FROM POOL TOWARDS DECK DRAIN AT A MIN. OF 1/4" PER FOOT AND A MAX. OF 1/2" PER FOOT. 2. POOL CONTRACTOR MUST COORDINATE ELEVATIONS WITH DECK AND TILE CONTRACTORS. 3. POURED IN PLACE FOR TO BE SEGMEIER FORM - REGULART FORM. 4. REFER TO FINISH SCHEDULES FOR MAKE, MODEL, PATTERNS, AND ETC. 5. REFER TO SOILS REPORT FOR ADDITIONAL INSTRUCTIONS AND REQUIREMENTS PC = POOL CONTRACTOR GC = GENERAL CONTRACTOR 8"1/2" 8" 1/ 2 " R 0 ' - 6 " 3/4" CRUSHED STONE; 6" MIN; REFER TO SOILS REPORT REFER TO SOILS REPORT FOR REQUIRED EARTHWORK #4 @ 8" O.C.E.W. POURED IN PLACE COPING 12 12 BY POOL CONTRACTOR BY GENERAL CONTRACTOR POOL DECK SLOPED TOWARDS DRIANS EXTEND REABAT INTO COPING AS SHOWN WATER LEVEL 1' - 0"7/8" 8" 3 1 / 2 " 0' - 0 " T O 3' - 6 " 6" #4 CONT.18" OVERLAP TYP. EXP. JOINT W/ MARINE GRADE CAULK BY G.C. NOTES: 1. DECK SURFACE (BY GC) TO BE NON-SLIP FINISH AND SLOPE AWAY FROM POOL TOWARDS DECK DRAIN AT A MIN. OF 1/4" PER FOOT AND A MAX. OF 1/2" PER FOOT. 2. POOL CONTRACTOR MUST COORDINATE ELEVATIONS WITH DECK AND TILE CONTRACTORS. 3. REFER TO FINISH SCHEDULES FOR MAKE, MODEL, PATTERNS, AND ETC. PC = POOL CONTRACTOR GC = GENERAL CONTRACTOR 3/4" CRUSHED STONE; 6" MIN; REFER TO SOILS REPORT REFER TO SOILS REPORT FOR REQUIRED EARTHWORK #4 @ 8" O.C.E.W. 12 12 BY POOL CONTRACTORBY GENERAL CONTRACTOR POOL DECK SLOPED TOWARDS DRIANS EXTEND REBAR INTO COPING WATER LEVEL 8" 1/ 2 " 2' - 0 " 1' - 6 " 3' - 6 " 6" 8" 1/2" POURED IN PLACE COPING 1' - 0"1' - 6" 7/8" 8" 3 1 / 2 " 18" OVERLAP TYP. #4 @ 8" O.C.E.W. 18" OVERLAP TYP. EXP. JOINT W/ MARINE GRADE CAULK BY G.C. 3/4" CRUSHED STONE; 6" MIN; REFER TO SOILS REPORT REFER TO SOILS REPORT FOR REQUIRED EARTHWORK #4 @ 8" O.C.E.W. PURED IN PLACE COPING 12 12 BY POOL CONTRACTORBY GENERAL CONTRACTOR POOL DECK SLOPED TOWARDS DRIANS EXTEND REBAR INTO COPING WATER LEVEL 8" 8" 1/ 2 " 1' - 9 " 1' - 6 " 3' - 3 " 6" 5 3/4"8" 1/2" 1' - 6 " 1' - 4" 7/8"1' - 2 1/4"7/8" NOTES: 1. DECK SURFACE (BY GC) TO BE NON-SLIP FINISH AND SLOPE AWAY FROM POOL TOWARDS DECK DRAIN AT A MIN. OF 1/4" PER FOOT AND A MAX. OF 1/2" PER FOOT. 2. POOL CONTRACTOR MUST COORDINATE ELEVATIONS WITH DECK AND TILE CONTRACTORS. 3. POURED IN PLACE FOR TO BE SEGMEIER FORM - REGULART FORM. 4. REFER TO FINISH SCHEDULES FOR MAKE, MODEL, PATTERNS, AND ETC. 5. REFER TO SOILS REPORT FOR ADDITIONAL INSTRUCTIONS AND REQUIREMENTS PC = POOL CONTRACTOR GC = GENERAL CONTRACTOR 18" OVERLAP TYP. #4 @ 8" O.C.E.W. 4-#4 CONT 18" OVERLAP TYP. NOTES: 1. DECK SURFACE MIN. OF 1/4" PER FOOT AND A MAX. OF 1/2" PER FOOT. 2. POOL CONTRACTOR MUST COORDINATE ELEVATIONS WITH DECK AND TILE CONTRACTORS. 3. POURED IN PLACE FOR TO BE SEGMEIER FORM - REGULART FORM. 4. REFER TO FINISH SCHEDULES FOR MAKE, MODEL, PATTERNS, AND ETC. 5. REFER TO SOILS REPORT FOR ADDITIONAL INSTRUCTIONS AND REQUIREMENTS PC = POOL CONTRACTOR GC = GENERAL CONTRACTOR 1/2" 8" 1/ 2 " R 0 ' - 6 " 3/4" CRUSHED STONE; 6" MIN; REFER TO SOILS REPORT REFER TO SOILS REPORT FOR REQUIRED EARTHWORK #4 @ 8" O.C.E.W. POURED IN PLACE COPING SLOPE COPING TOWARDS POOL EXTEND REABAT INTO COPING AS SHOWN WATER LEVEL VARIES 1'-0" MIN. 3' - 6 " #4 CONT. 24" OVERLAP TYP. AS WALL IS WIDER THERE SHALL BE ADDITIONAL #4 @ 8" O.C. ON TOP OF BAR GRID 1 1 / 2 " M I N . #4 @ 8" O.C.E.W. 24" OVERLAP TYP. 18" OVERLAP TYP. EXP. JOINT W/ MARINE GRADE CAULK BY G.C. NOTES: 1. DECK SURFACE (BY GC) TO BE NON-SLIP FINISH AND SLOPE AWAY FROM POOL TOWARDS DECK DRAIN AT A MIN. OF 1/4" PER FOOT AND A MAX. OF 1/2" PER FOOT. 2. POOL CONTRACTOR MUST COORDINATE ELEVATIONS WITH DECK AND TILE CONTRACTORS. 3. POURED IN PLACE FOR TO BE SEGMEIER FORM - REGULART FORM. 4. REFER TO FINISH SCHEDULES FOR MAKE, MODEL, PATTERNS, AND ETC. 5. REFER TO SOILS REPORT FOR ADDITIONAL INSTRUCTIONS AND REQUIREMENTS PC = POOL CONTRACTOR GC = GENERAL CONTRACTOR 8" 3/4" CRUSHED STONE; 6" MIN; REFER TO SOILS REPORT REFER TO SOILS REPORT FOR REQUIRED EARTHWORK #4 @ 8" O.C.E.W. POURED IN PLACE COPING 12 12 EXTEND REABAT INTO COPING AS SHOWN WATER LEVEL 1' - 0"7/8" 8" 3 1 / 2 " #4 CONT. 2' - 1 0 " 1' - 6"1' - 0"1' - 0"1' - 0"6"6" 2' - 1 0 " 8" 1/ 2 " 9 5 / 8 " 9 5 / 8 " 9 5 / 8 " 9 5 / 8 " 9 5 / 8 " 1 1/2" X .120", 316 S.S. RAIL #4 @ 8" O.C.E.W. 18" OVERLAP TYP. 4' - 0 " 6" 18" OVERLAP TYP. EXP. JOINT W/ MARINE GRADE CAULK BY G.C. NOTES: 1. DECK SURFACE (BY GC) TO BE NON-SLIP FINISH AND SLOPE AWAY FROM POOL TOWARDS DECK DRAIN AT A MIN. OF 1/4" PER FOOT AND A MAX. OF 1/2" PER FOOT. 2. POOL CONTRACTOR MUST COORDINATE ELEVATIONS WITH DECK AND TILE CONTRACTORS. 3. POURED IN PLACE FOR TO BE SEGMEIER FORM - REGULART FORM. 4. REFER TO FINISH SCHEDULES FOR MAKE, MODEL, PATTERNS, AND ETC. 5. REFER TO SOILS REPORT FOR ADDITIONAL INSTRUCTIONS AND REQUIREMENTS PC = POOL CONTRACTOR GC = GENERAL CONTRACTOR 8" 3/4" CRUSHED STONE; 6" MIN; REFER TO SOILS REPORT REFER TO SOILS REPORT FOR REQUIRED EARTHWORK #4 @ 8" O.C.E.W. POURED IN PLACE COPING 12 12 EXTEND REABAT INTO COPING AS SHOWN WATER LEVEL 1' - 0"7/8" 8" 3 1 / 2 " #4 CONT. 2' - 1 0 " 1' - 6"1' - 0"1' - 0"1' - 0"6"6" 2' - 1 0 " 8" 1/ 2 " 8 3 / 8 " 8 3 / 8 " 8 3 / 8 " 8 3 / 8 " 8 3 / 8 " 1 1/2" X .120", 316 S.S. RAIL #4 @ 8" O.C.E.W. 18" OVERLAP TYP. 3' - 6 " 6" #6 X 1'-4" @ 24" O.C. 1" DIA. PVC TUBE WITH CAPPED END (2) #4 X CONT. 6" PVC WATERSTOP POOL FLOOR PREFORMED JOINT WITH POLYSULFIDE SEALANT 4" 8" 8"1' - 0" 1/2" 4" 4" 4" 4"8" NOTE: FOLLOW JOINT DETAIL UP ON VERTICAL WALL SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT As indicated 10 / 3 1 / 2 0 1 6 1 1 : 4 1 : 3 3 A M C: \ U s e r s \ a l d o \ D o c u m e n t s \ 1 6 0 0 3 E V C C O L C A q u a t i c S h e e ts _ a l d o . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R RM AC 10-31-2016 16003 POOL STRUCTURAL DETAILS AQ2.2 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O NO SCALE1POOL STRUCTURAL NOTES NO SCALE2 POOL STRUCTURE CORNER MAT REINFORCING NO SCALE3POOL SHELL PENETRATION REINF. 1" = 1'-0"4 POOL WATERSTOP DETAIL NO SCALE5POOL RAIL ANCHOR DETAIL 1/2" = 1'-0"7 POOL H/C LIFT - ASPEN II BP350 1" = 1'-0"6 SPA SKIMMER DETAIL 1" = 1'-0"8 POOL SKIMMER WALL REINFG DETAIL 1" = 1'-0"9 POOL WALL @ JET AREA REINFG. DETAIL 1" = 1'-0"10 FUTURE SPA- RAISED WALL REINFG. DETAIL 1" = 1'-0"11 LAZY RIVER ISLAND REINFG DETAIL 1" = 1'-0"12 STAIR DETAIL @ LAZY RIVER 1" = 1'-0"13 STAIR DETAIL @ 3 FT WATER DEPTH 1 1/2" = 1'-0"14 EXPANSION JOINT 1' - 2 " 3' - 4 " 1' - 7" TYPICAL ANCHORING SAFESWAP NO. 1 TOE GUARD PLAN VIEW SIDE VIEW FRONT VIEW VOR-0201 SPRAY CANNON NOTE: 1. BY INSTALLER/BY CONTRACTOR MAY REFER TO SERVICE PROVIDERS OTHER THAN THE EQUIPMENT MANUFACTURER. PLEASE REFER TO PROJECT SPECIFICATION FOR DETAILS OF RESPONSIBILITY. 8' - 1 0 " 7' - 6 " 7' - 10" TYPICAL ANCHORING SAFESWAP NO. 1 TOE GUARD PLAN VIEW SIDE VIEW FRONT VIEW VOR-7384 FUMBLING FIVE NOTE: 1. BY INSTALLER/BY CONTRACTOR MAY REFER TO SERVICE PROVIDERS OTHER THAN THE EQUIPMENT MANUFACTURER. PLEASE REFER TO PROJECT SPECIFICATION FOR DETAILS OF RESPONSIBILITY. 9' - 2 " 3' - 4 " 5' - 2" 7' - 6 " TYPICAL ANCHORING SAFESWAP NO. 1 TOE GUARD PLAN VIEW SIDE VIEWFRONT VIEW VOR-7659 FROG NO. 6 NOTE: 1. BY INSTALLER/BY CONTRACTOR MAY REFER TO SERVICE PROVIDERS OTHER THAN THE EQUIPMENT MANUFACTURER. PLEASE REFER TO PROJECT SPECIFICATION FOR DETAILS OF RESPONSIBILITY. 2' - 5 " 2' - 2" 1' - 2 " 1' - 1 1 " TYPICAL ANCHORING SAFESWAP NO. 1 TOE GUARD PLAN VIEW SIDE VIEW FRONT VIEW VOR-7216 TURTLE NO. 2 NOTE: 1. BY INSTALLER/BY CONTRACTOR MAY REFER TO SERVICE PROVIDERS OTHER THAN THE EQUIPMENT MANUFACTURER. PLEASE REFER TO PROJECT SPECIFICATION FOR DETAILS OF RESPONSIBILITY. TYPICAL ANCHORING SAFESWAP NO. 1 TOE GUARD PLAN VIEW SIDE VIEW FRONT VIEW VOR-7213 WATERGARDEN SNAKE NO. 1 NOTE: 1. BY INSTALLER/BY CONTRACTOR MAY REFER TO SERVICE PROVIDERS OTHER THAN THE EQUIPMENT MANUFACTURER. PLEASE REFER TO PROJECT SPECIFICATION FOR DETAILS OF RESPONSIBILITY. 11 ' - 6 " 9' - 3 " 2' - 0 " 4' - 9" NOTE: MANUFACTURE: ROMAN FOUNTAINS CORP. MODEL#: RPWJ-PDJ-312 OR CRYSTAL FOUNTAINS, MODEL#: WMD100 OR VORTEX VOR-0305 DIRECTIONAL JET NO. 1 6 0° 1/2" PVC SOCKET 90° ELL & DRAIN LINE (BY INSTALLER) 1" SUPPLY LINE 3/4" PVC (SOCKET) SUPPLY CONNECTION PRECISION NOZZLE BELOW PRECISION MACHINED SLOT REBAR TIE HOLE, TYP. (4) BRASS PLATE W/S.S. SCREWS KEY FLANGE 5" SQ. WATERSTOP 3 1/4" EQ.EQ. WATERLINE DIAMOND BRITE FINISHED POOL FLOOR WATER STOP FROM PUMP REDUCING BUSHING NOTE: POOL CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF GEYSER AND HAS TO COORDINATE WITH POOL FLOOR POUR. 1/2" SCH. 40 PVC OPEN PIPE 1 1/2" X 1/2" SCH. 40 1 1/2" SCH. 40 PVC PIPE AND ELBOW PITCH TO DRAIN FOR WINTERIZATION REINFORCING SHALL BE THE SAME SIZE AND SPACING AS THE POOL FLOOR REINFORCING. TIP FLUSH WITH FLOOR AND SMOOTH SO NOT TO CUT BATHER FEET. 3" M I N . 1" M A X . TYP. 1' - 0" 5" 8" 1/ 2 " 3" 5"1' - 10"5" SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT As indicated 10 / 3 1 / 2 0 1 6 1 1 : 4 1 : 3 9 A M C: \ U s e r s \ a l d o \ D o c u m e n t s \ 1 6 0 0 3 E V C C O L C A q u a t i c S h e e ts _ a l d o . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 POOL WATER FEATURES AQ2.3 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 3/4" = 1'-0"4 VOR-0201 SPRAY CANNON DETAIL 1/2" = 1'-0"3 VOR-7384 FUMBLING FIVE DETAIL 1/2" = 1'-0"2 VOR-7659 FROG NO. 6 DETAIL 3/4" = 1'-0"5 VOR-7216 TURTLE NO. 2 DETAIL 1/2" = 1'-0"1 VOR-7213 WATERGARDEN SNAKE NO. 1 1 1/2" = 1'-0"6 SPRAY ARCH DETAIL 1 1/2" = 1'-0"7 GEYSER DETAIL 6"JET PUMP 4" TO SANITARY SEWER 3/4" 6" CIRCULATION PUMP 3" 3" MECHANICAL ROOM 3/4" NOTE: REFER TO 8/AQ1.1 FOR PIPING NOTES. CHEMICAL CONTROLLER 3/4" FROM MAIN DRAINS BACKWASH TO SANITARY BY OTHERS 6" AIR GAP DIV. 22 DIV. 13150 TO CHLORINE FEEDER TO ACID FEEDER C C P P FM DIV. 13150 DIV. 22 FROM BACK FLOW PREVENTER 1" 1 1/2" 1 1/2" 1 1/2" 1" 3" ROTARY FLOW SWITCH 3" 3" 3" 3" 3" 2 - 18"X18" DRAINS 6" 6" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 5 WALL INLETS 2" LOOP 6" 3" 2"2" 2" LOOP 12 BENCH JETS 3" LOOP 4" 6" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 2 1/2" LOOP HARTFORD LOOP 3"3" 3 SKIMMERS 2" 2" 2" 3" 3" 3" FROM SKIMMERS FILTER S S 2"2" 120 V POWER FROM CHEMICAL CONTROLLER PRE-WIRED FRAME MOUNTED ASSEMBLY PPG CHLORINE FEED TABLET FEEDER FLOW METER SOLUTION TANK CONTINUOUS RUN PUMP ACID PUMP 1/2" FROM CONTROLLER HEATER; GAS BY PLUMBER 1 1/2" N NN STRAINER VFD 2" 3" 3" 3" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" JET AIR BLOWER IN MECH. ROOM 2" 1 1/2"1 1/2"CLEAR COMFORT UNIT BOOSTER PUMP VFD 1 1/2" 1 1/2" 1 1/2"1 1/2" 2" NOTE: PROVIDE PLUMBING RUNS CAPPED IN EQUIPMENT ROOM TO UNDER DECK JUST WEST OF POOL LAZY RIVER AND CAP ENDS FOR FUTURE INSTALL. INCLUDE AUTOFILL SENSOR LINE, AND ANY CONDUITS FOR LIGHTS THAT WILL BE INSTALLED. 6"AMENITY PUMP #1 4" TO SANITARY SEWER 3/4" 6" CIRCULATION PUMP 6" 3" MECHANICAL ROOM 3/4" NOTE: REFER TO 8/AQ1.1 FOR PIPING NOTES. CHEMICAL CONTROLLER 3/4" FROM MAIN DRAINS BACKWASH TO SANITARY BY OTHERS 6" AIR GAP DIV. 22 DIV. 13150 TO CHLORINE FEEDER TO ACID FEEDER C C P P FM DIV. 13150 DIV. 22 FROM BACK FLOW PREVENTER 1" 1 1/2" 1 1/2" 1 1/2" 1" 6" ROTARY FLOW SWITCH 6" 6" 6" 6" 4" 2 - 18"X18" DRAINS (SHALLOW AREA) 1 1/2" 1 1/2" 1 1/2" 1 1/2" 16 WALL INLETS 3" LOOP 2 1/2"2 1/2" 3" LOOP 12 BENCH JETS 3" LOOP 4" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 2 1/2" LOOP 14 SKIMMERS 4" LOOP 6" 6" 6" FROM SKIMMERS FILTER S S 2"2" 120 V POWER FROM CHEMICAL CONTROLLER PRE-WIRED FRAME MOUNTED ASSEMBLY PPG CHLORINE FEED TABLET FEEDER FLOW METER SOLUTION TANK CONTINUOUS RUN PUMP ACID PUMP 1/2" FROM CONTROLLER HEATER; GAS BY PLUMBER 1 1/2" 1 1/2" 1 1/2"1 1/2"CLEAR COMFORT UNIT N NN STRAINER VFD 2"2" 2"2" 6" 6" 6" 3"6" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 2" 2" 2" 2" 2" 2" 6" 6" 2 - 18"X18" DRAINS (CURRENT AREA) 6" 6" 6" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 6" 4"C P AMENITY PUMP #2 4" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 8 FLOOR INLETS 3" LOOP 4" MANIFOLD 6" 2 - 18"X18" AMENITY DRAINS 6" 6" 6" 6" 6" 6"6" FROM AMENITY DRAINS 12" C P CURRENT PUMP #1 12" C P CURRENT PUMP #2 10" 8"8"8" 10"10" 10"10" 12"12" 10" 8"8"8" 10"10" 10"10" FROM CURRENT AREA DRAINS 12"12" 3 - 18"X54" DRAINS3 - 18"X36" DRAINS 3" 3" 3" 3" 3" 3" 10" 10" 12" 12" 12" 3" 3" 3" 3" 3" 3" 10" 10" 12" 18 - 3" ASA RIVER INLETS 3" 3" 3" 3" 3"3" VFD VFD 8" C P FUTURE SLIDE PUMP 2 - 18"X18" SLIDE DRAINS (FROM LAZY RIVER) 8" 8" 8" 6" 6" 6" TO DECK RUNOUT SLIDE 6" 12" 12" 6" 10" SLIDE RUNOUT DROPOUT FROM PIT UNDERNEATH TO POOL 18"X18" FRAME AND GRATE AT LAZY RIVER VFD NOTE: CONNECT DRAIN AND LINE CAPPED FOR FUTURE INSTALL OF SLIDE FROG NO.6 SPRAY CANNON SPRAY CANON WATER GARDEN SNAKE NO. 1 TURTLE NO. 2 FUMBLING 5 FOAMY GEYSERS NO. 2 ROMAN FOUNTAINS OR DIRECTIONAL JET NO. 1 FOAMY GEYSERS NO. 2 2"2"2" 1 1/2" 1" 2"2" FOAMY GEYSERS NO. 2 FOAMY GEYSERS NO. 2 FOAMY GEYSERS NO. 2 2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1"1"1"1" HARTFORD LOOP LOCATE END AT EQUIPMENT ROOM 3"3" BOOSTER PUMP VFD VFD NOTE: PROVIDE DRAINS AND CAPPED PLUMBING FOR FUTURE SLIDE ONLY. SLIDE TO BE INSTALLED IN THE FUTURE. 1-1/2" TYP 1 1/2" 2" 2" ROMAN FOUNTAINS OR DIRECTIONAL JET NO. 1 ROMAN FOUNTAINS OR DIRECTIONAL JET NO. 1 ROMAN FOUNTAINS OR DIRECTIONAL JET NO. 1 ROMAN FOUNTAINS OR DIRECTIONAL JET NO. 1 6" 6" 2 - 6" FROPOUTS (ZERO ENTRY GUTTER) 6"6" 6" FROM TRENCH DRAIN SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT 12-19-16 BULLETIN NO. 44 As indicated 12 / 1 5 / 2 0 1 6 2 : 1 5 : 3 2 P M C: \ U s e r s \ a l d o \ D o c u m e n t s \ 1 6 0 0 3 E V C C O L C A q u a t i c S h e e ts _ a l d o . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R RM ACC 10-31-2016 16003 POOL PLUMBING SCHEMATICS AQ3.1 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O NO SCALE2FUTURE SPA PIPING SCHEMATIC NO SCALE1LEISURE POOL PIPING SCHEMATIC 4 0 1 0 2 0 3 0 3 0 3 03 0 2 0 1 6 3 6 3 6 3 6 3 6 3 6 3 6 3 6 3 6 3 6 3 6 3 0' WD 1' WD 2' WD 3' WD 3.5' WD 3.5' WD 3' WD 3.5' WD 3.5' WD 3.5' WD 3.5' WD NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FTIN NO DIVING FTIN NO DIVINGFT I N NO DIVING F T I N NO DIVIN G F T I N NO DIVING F T IN N O D I VI N G F T I N N O D IVIN G F T IN NO DIVING FT IN NO DIVING FT IN NO DIVING F T IN NO DIVING F T IN NO DIVING FT INNO DIVINGFT IN N O D IV IN G FT I N N O D IV I N G FT IN E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 2 Q EH 1 L P M 3 4 6 M.6 N 6.4 NJ 5 4.7 5.8 6.5 SPRAY FEATURE AREA LEISURE POOL S L O P E S L O P E S L O P E S L O P E S L O P E S L O P E S L O P E S L O P E S L O P E S L O P E S L O P E S L O P E S L O P E S L O P E TIE PLUMBING TO STORM; REFER TO PLUMBING DRAWINGS 4" PERFERATED PIPE WITH SOCK PER DETAIL 2/AQ3.2 SLOPE SLOPE SLOPE SLOPE 4" PERFERATED PIPE WITH SOCK UNDER PUMP PIT SLOPE TOWARD STORM SEWER CONNECTION POINT, TAKE PIPES AROUND SEWER EJECTOR TANK. COORDINATE SLOPES SLOPE SUPAC 4NP 4 OZ. TEXTILE MATERIAL AS MANUFACTURED BY PHILLIPS FIBER (TYPICAL) PERFORATED PVC PIPE W/ FILTER FABRIC CASING POOL FLOOR SLAB REFER TO WALL DETAILS FOR DEPTH OF GRAVEL SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT 12-19-16 BULLETIN NO. 44 As indicated 12 / 1 5 / 2 0 1 6 2 : 1 5 : 3 6 P M C: \ U s e r s \ a l d o \ D o c u m e n t s \ 1 6 0 0 3 E V C C O L C A q u a t i c S h e e ts _ a l d o . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R RM ACC 10-31-2016 16003 POOL UNDERDRAIN PLAN AQ3.2 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 3/16" = 1'-0"1 POOL UNDERDRAIN PLAN NO SCALE2 POOL UNDERDRAIN PERFORATED PIPE W/ FILTER FABRIC 4 PIPING NOTES REFER TO SPECIFICATIONS SECTION 13150 FOR DETAILS 1. PIPING 1a. ALL PIPING SHALL BE IN ACCORDANCE WITH THE STATE AND COUNTY DEPARTMENT OF PUBLIC HEALTH REGULATIONS 1b. ALL PIPING DESIGNED FOR 6 PER SECOND MAXIMUM SUCTION, 10' PER SECOND MAXIMUM PRESSURE, AND 3' PER SECOND MAXIMUM GRAVITY. 1c. MAIN DRAIN PIPING SHALL CARRY 100% OF RECIRCULATION RATE AT A VELOCITY NOT TO EXCEED 6 PER SECOND. 1d. ALL PIPING FROM BENEATH THE POOL TO THE ELEVATION CHANGE SHALL PITCH TO DRAIN TO THE POOL MAIN DRAIN SUMPS. 1e. ALL ELEVATIONS TO BE FIELD VERIFIED TO ALLOW FOR PROPER PITCH AND DRAINAGE PITCH: APPROX. 1"/10'-0". POOL CONTRACTOR SHALL MAKE EVERY EFFORT TO CURTAIL THE USE OF FITTINGS TO REDUCE HEAD. 1f. ALL DRAWINGS ARE INTENDED FOR SCHEMATIC USE ONLY!! FINAL LOCATIONS SHALL BE FIELD VERIFIED WITH ALL OTHER TRADES BY CONTRACTOR. 1g. CONTRACTOR SHALL COORDINATE ALL WORK WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND STRUCTURAL DRAWINGS. 1h. ALL PVC PLUMBING MUST BE NSF LISTED FOR POTABLE WATER AND MEET ASTM B 1785 STANDARDS. 2. ALL DRAIN FITTINGS TO CARRY 100% OF RECIRCULATION RATE AT A VELOCITY NOT TO EXCEED 1 1/2' PER SECOND THROUGH THE CLEAR AREA OF THE GRATE AND BE ROUTED TO COLLECTION TANK. 3. COMPOUND GAUGES TO BE INSTALLED ON ALL FILTER PUMP SUCTION AND PRESSURE GAUGES ON DISCHARGE LINES, BEFORE THROTTLE VALVES. 4. EACH VALVE SHALL HAVE A PERMANENT IDENTIFYING LABEL OR TAG ATTACHED TO IT. THE SEQUENCE OF OPERATION, BRIEFLY STATED, SHALL BE PROMINENTLY DISPLAYED. 5. FLOWMETERS: 5a. FLOW METER SHALL BE PROVIDED IN THE RECIRCULATION PUMP DISCHARGE LINE. INSTALL ON A STRAIGHT LENGTH OF PIPE AT A DISTANCE OF AT LEAST 10 PIPE DIAMETERS DOWNSTREAM AND 5 PIPE DIAMETERS UPSTREAM FROM ANY VALVE, ELBOW OR OTHER SOURCE OF TURBULENCE. 5b. MAIN FLOW METER SHALL BE USED TO MONITOR BACK FLOW RATE. 6. FILTER SHALL BE PROVIDED WITH THE FOLLOWING APPROPRIATELY LOCATED ACCESSORIES: PRESSURE FILTER SHALL BE PROVIDED WITH THE FOLLOWING APPROPRIATELY LOCATED ACCESSORIES: PRESSURE POINT OF THE FILTER, TANK DRAIN WITH VALVE. 7. HEATERS EQUIPPED WITH THERMOMETERS, 80-240 DEGREES F. WITH 2 DEGREE GRADUATIONS; AUTOMATIC TEMPERA- TRUE LIMITING DEVICE; FLOW SWITCH; GRADUATIONS; HEATER BYPASS VALVE; ALL INFLUENT/EFFLUENT HEATER PIPING TO BE METALLIC; PRESSURE RELIEF VALVE TO BE PROVIDED AND PIPED TO WITHIN 6" OF FLOOR. THE AUTOMATIC TEMPERATURE SWITCH ON THE POOL HEATER SHALL BE SET FOR A MAXIMUM OF 100 DEGREES. FURNISH AND INSTALL THERMOMETERS IN INLET AND OUTLET PIPING TO HEATER AND DOWN- STREAM IN THE BLENDED WATER SYSTEM. PROVIDE PER ALL CODE REQUIREMENTS. VERIFY IN WRITING WITH MANUFACTURER, SUITABILITY OF INSTALLATION REQUIREMENTS. (in) SCHEDULE 40 TEMP F MINIMUM REQUIRED SUPPORT SPACING (IN FEET) PVC PIPE SCHEDULE 80 TEMP F PIPE SIZE NOM 60 80 100 120 140 60 80 100 120 140 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 6 8 10 12 4 1/2 5 5 1/2 5 1/2 6 6 7 7 7 1/2 8 1/2 9 10 11 1/2 4 1/2 4 1/2 5 5 1/2 5 1/2 5 1/2 6 1/2 7 7 8 8 1/2 9 10 1/2 4 4 4 1/2 5 5 5 6 6 6 1/2 7 1/2 8 8 1/2 9 1/2 2 1/2 2 1/2 3 3 3 1/2 3 1/2 4 4 4 1/2 5 5 5 1/2 6 1/2 2 1/2 2 1/2 2 1/2 3 3 7 3 1/2 3 1/2 4 4 1/2 4 1/2 5 5 1/2 2 1/2 2 1/2 3 3 3 1/2 3 1/2 4 4 4 1/2 5 5 1/2 6 6 3 3 3 1/2 3 1/2 3 1/2 4 4 1/2 4 1/2 5 6 6 1/2 7 7 4 1/2 4 1/2 5 5 1/2 5 1/2 6 6 1/2 7 7 1/2 9 9 1/2 10 1/2 10 1/2 4 1/2 5 5 1/2 6 6 6 1/2 7 1/2 7 1/2 8 1/2 9 1/2 10 1/2 11 11 5 5 1/2 6 6 6 1/2 7 7 1/2 8 9 10 11 12 12 VALVE GASKET LAWSON AQUATICS UNBLOCKABLE GRATE MEETS ASTM A112.19.8-2007 RE: POOL PLANS FOR SIZE LAWSON AQUATICS SUPER SUMP 2" COLLECTION TUBE 3/8" HOLES GRAVEL DRAIN SUCTION PIPE NOTE: MAIN DRAIN SUMPS SHALL BE PLACED IN SLAB AND HAVE STEEL REINFORCING STEEL. REFER TO OPENING REINFORCING DETAIL PVC WATERSTOP OR SYNKO-FLEX 2"2" 3" GRAVEL SYNCO FLEX SLOPE FLOOR TO DRAIN NOTE: IF MAIN DRAIN SUMPS ARE FORMED IN SLAB AND HAVE STEEL REINFORCING STEEL. REFER TO OPENING REINFORCING DETAIL AND THE DIMENSIONS FOR THE SUMP SHALL BE AS SHOWN. DRAIN SUCTION PIPE LAWSON AQUATICS UNBLOCKABLE GRATE MEETS ASTM A112.19.8- 2007 RE: POOL PLANS FOR SIZE LAWSON AQUATICS 18"x36" SUPER SUMP D 1.5 X D D MIN. 2" MIN. 2" 3" MIN. SLOPE FLOOR TO DRAIN PH PROBE FLOW CELL ASSEMBLY FLOW SWITCH CABLE #1 CONTROLLER ORP PROBE NOTE: 1. USE TEFLON TAPE FOR ALL CONNECTIONS (DO NOT USE PIPE DOPE OR GLUE). 2. FOR SYSTEM TWO UNITS, USE FLOW SWITCH # 7820020 AND FOR SYSTEM FOUR UNITS, USE FLOW SWITCH #7820010. INLET SAMPLE OUTLET FL O W 13-1/4. 15-1/4. 6-13/16. NOTES: 1. TERMINATE CONDUIT WITHIN 5'-0" MAX. OF INJECTION POINT INDICATED. CIRCUITS SHALL HAVE A PVC VALVE FOR FLOW CONTROL AND A CHECK VALVE OR A ONE-WAY INJECTOR. 2. PROTECT THE POLY TUBING WHERE IT ENTERS AND EXITS THE CONDUIT. POLY TUBING AS SPECIFIED BY PUMP MANUFACTURER. 3. POLY TUBING SHALL BE PROTECTED WITH A 1" SCH 80 PVC PIPE. HEADER RETURN FLOOR 1/2" BUTTERFLY VALVE PVC CONDUITS W/ SWEEP ELLS WITHIN 5" OF INJECTORS PVC SCH 80 PIPE W/ INJECTOR OR CHECK VALVE FOR ACID INJECTOR OR CHECK VALVE FOR CHLORINE FROM HEATER TO HEATER 3/4" FLOWCELL SAMPLING SCH 80 PVC CHECK VALVE BALL VALVE REFER TO SCHEMATICS FOR TUBING SIZE 5/8" BACKWASH LINE BY SECTION 13150 CONTRACTOR 6" 2' - 0" 1' - 0" PROVIDE ADEQUATE HEIGHT FOR BACKWASH HUB; REFER TO PLUMBING DRAWING DETAILS. BY DIVISION 15 CONTRACTOR BACKWASH DISCHARGE CAPABLE OF FLOW RATE BY GRAVITY. REFER TO PLUMBING DRAWINGS FOR PIPE CONTINUATION. FLOOR VERIFY W/ PLUMBING DWG. FOR DRAINING AIR GAP 1' - 0" 1' - 0" 2' - 6" MIN. 3" DIA. S.S. .109" WALL THICKNESS 2 1/2" TAP WITH 3" BOTTOM SLIP 3" TO BENCH JET AIR SUPPLY 3" TO AIR SUPPLY STANDPIPE OR BLOWER DECK/FLOOR 4" GRATE COVER OPEN AREA EQUAL TO PIPE OPENING OR TAKE TO EQYIPMENT ROOM AND GOOSENECK 90 40 80 60 70 50 30 100 120 140 150 130 110 220 200 160 180 210 190 170 240 230 TRERICE INDUSTRIAL THERMOMETERS WITH ADJUSTABLE ANGLE 2 1/2" Trerice ADJUSTABLE ANGLE SOCKET BRASS STEMCAT. NO. NEW CAT. NO. 2. INSTALL THERMOMETER IN INFLUENT AND EFFLUENT HEATER LINES AS WELL AS IN MAIN RETURN LINE AFTER HEATER EFFLUENT LINE. 3. THERMOMETERS SHALL BE INSTALLED BY DRILLING AND TAPPING HOST PIPE THEN THREADING SOCKET INTO PIPE. 1. ALL THERMOMETERS SHALL BE A40 SERIES. THEY SHALL HAVE A SEPARABLE BRASS SOCKET AND A RANGE NUMBER OF 07 (30 TO 240 DEGREE FAHRENHEIT RANGE). 9" SCALE CASE OLD NOTES: U A INSERTIO N LENGTH U STEM LENGTH A N.P.T. 5" 7" 11" 3 1/2" 6" 8" 12" 3/4" 3/4" 3/4" 1" BX91403-1/2 A405 BX91406 A406 BX91408 A407 BX91512 A408 COMPOUND GAUGE PUMP SUCTION VALVE PRESSURE GAUGE THROTTLE CONTROL PUMP DISCHARGE CHECK VALVE ANTI-VIBRATION FITTING HOUSEKEEPING PAD BY POOL CONTRACTOR RUBBER PAD DIRECTIONAL EYEBALL RE: DATA FOR SIZE POOL WALL FINISH EYEBALL RETAINER 11/2" SCHEDULE 40 PVC SYNKO FLEX WATER STOP POOL WALL DEFAULT 18" BELOW WATER LEVEL RE: TO SECTION WATER SUPPLY HEADER LOCKING SCREW FLOW ADJUSTMENT SPANNER WRENCH HOLE FLOOR INLET FITTING COVER PLATE FLOOR FINISH 6 1/2". 5 1/2". 5". SCHEMATICS SEE PIPING 2" WELL IN WALL CONDUCTOR EXTENSION CABLE IDEAL WATER LEVEL SOLENOID LOOP BACKFLOW PREVENTER BALL VALVES TO POOL CIRC LINE RE: PIPING SCHEMATIC FROM CITY SUPPLY 3/4" SENSOR CONDUIT BY EC CABLE IN CONDUIT OUT TO TANK ELC-800R WATER LEVEL CONTROL SELECT POWER LEVEL SENSOR FILLING LOW WATER FILL TIME ALARM LOW WATER ALARMSENSOR ALARM RESET ELC 800r Electronic Level Control AquatiControl.com AquatiControlTechnology Englewood, CO TAMPERPROOF 3" BRASS LID GRATED FITTING OR INLET POOL WALL GASKET RING WATERPROOFING NOTE: VERIFY LOCATION OF CONDUIT THROUGH BASIN WALL AND WATERPROOF. SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT As indicated 10 / 3 1 / 2 0 1 6 1 1 : 4 1 : 5 9 A M C: \ U s e r s \ a l d o \ D o c u m e n t s \ 1 6 0 0 3 E V C C O L C A q u a t i c S h e e ts _ a l d o . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 POOL PLUMBING DETAILS AQ3.3 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O NO SCALE1POOL GENERAL PIPING NOTE NO SCALE2POOL PIPE SUPPORT CHART 1" = 1'-0"3 POOL MANUFACTURED MAIN DRAIN SUMP 1" = 1'-0"4 POOL SITE FORMED DRAIN SUMP NO SCALE5CHEMICAL CONTROLLER - BECSYS NO SCALE6CHEMICAL CONTROLLER - FLOW CELL NO SCALE7CHEMICAL INJECTION SYSTEM NO SCALE8POOL BACKWASH AIR GAP DETAIL 1" = 1'-0"9 BENCH JET HARTFORD LOOP DETAIL NO SCALE10POOL THERMOMETER DETAIL NO SCALE11POOL PUMP INSTALLATION 3" = 1'-0"12 POOL WALL INLET 1" = 1'-0"13 POOL FLOOR INLET DETAIL - PENTAIR 1" = 1'-0"14 POOL WATER LEVEL CONTROLLER - SKIMMER POOL CIRC. PUMP SEE POOL EQUIPMENT SCHEDULE JET PUMP COMBINATION EQUIPMENT DISCONNECT/STARTER, HEAVY DUTY WITH GREEN RUN PILOT LIGHT AND 120V SEPARATE CONTROL COIL. NEMA 3R, 1 UNIT PUSH-BUTTON STATION. EMERGENCY STOP WITH MUSHROOM HEAD. SIMILAR TO SIEMENS #P30CSM16. LABEL "SPA EMERGENCY STOP". 120V HEAVY DUTY, SPECIFICATION GRADE SINGLE RECEPTACLE, DEDICATED CIRCUIT WATER LEVEL PROBE BY POOL CNTR POOL AUTO FILL 24V POOL FILL SOLENOID PROVIDED BY POOL CNTR. CIRCULATION AND AMENITY PUMP CONTROL SEQUENCE: 1. EMERGENCY OFF TO KILL POWER TO ALL MOTORS. 2. PROVIDE AUDIBLE ALARM AS NEED IF BY CODE. 3. PROVIDE SWITCH TO EACH AMENITY PUMPS AS SHOWN LOCATED IN LIFEGUARD ROOM. 4. ELECTRICAL CONTRACTOR TO PROVIDE ALL WORKING COMPONENTS AND VERIFY WITH MANUFACTURE FOR CORRECT CONNECTION SEQUENCE. 5. NO PUMP EQUIPMENT SHALL BE OPERATING UNLESS CIRCULATION PUMP IS RUNNING. CHEMICAL CONTROLLER AND AUTOFILL WILL ALWAYS BE RUNNING. 6. REFER TO MANUALS FOR CIRCUIT CONNECTIONS AND WIRING SIZE. 7. ALL WIRING TO BE IN CONDUIT. ELECTRICAL CONTRACTOR TO PROVIDE SWITCH, PLATE, WIRING, BOXES, CONDUIT, TIMER, AND CONNECTIONS. NOTE: THIS SCHEMATIC SHOW AN INTENT OF THE EQUIPMENT CONNECTIONS FOR CONTROLLING THE POOL SYSTEMS. THEY ARE NOT ACTUAL WIRING DIAGRAMS. THE ELECTRICAL CONTRACTOR MUST COORDINATE WITH THE POOL CONTRACTOR AND SUBMIT THE WIRE DIAGRAMS FOR EQUIPMENT CONTROL. 15 MINUTE TIMER MAIN PANEL SEE POOL EQUIPMENT SCHEDULE 120V POWER 120V POWER SPA UNDERWATER LIGHTS SWITCHES ON DAY TIMER OR TOGGLE SWITCHES IN EQUIPMENT ROOM J-BOX POOL HEATER FLOW SWITCH PROVIDE SWITCH PER CODE TEMPERATURE SENSING SEE POOL EQUIPMENT SCHEDULE NOTE: CHEMICAL CONTROLLERS TO BE CONNECTED TO LEAD TO POOL OPERATOR'S OFFICE. COORDINATE WITH ELECTRICAL CONTRACTOR FOR CONNECTION. pH FEED CHEMICAL CONTROLLER SANITATION FEED FLOW SIWTCH (PROVIDED WITH CONTROLLER) CHEMICAL FEED CONTROL SEQUENCE 1. NO FLOW IN POOL CIRCULATION LINE DISABLES ALL CHEMICAL FEED VIA THE MNFR PROVIDED FLOW SWITCH. CONTROLLED RECEPTACLE PPG FEEDER SOLENOID 120V HEAVY DUTY, SPECIFICATION GRADE SINGLE RECEPTACLE, DEDICATED CIRCUIT PPG ACCU-TAB CHLORINATOR ON/OFF SWITCH TO ACID FEEDER CLEAR COMFORT UNIT SEE POOL EQUIPMENT SCHEDULE TO VENTURI VFD FILTER CONTROLLER SEE POOL EQUIPMENT SCHEDULE JET BLOWER B CLEAR COMFORT BOOSTER PUMP SEE POOL EQUIPMENT SCHEDULE SEE POOL EQUIPMENT SCHEDULE POOL CIRC. PUMP #1 SEE POOL EQUIPMENT SCHEDULE COMBINATION EQUIPMENT DISCONNECT/STARTER, HEAVY DUTY WITH GREEN RUN PILOT LIGHT AND 120V SEPARATE CONTROL COIL. NEMA 3R, 1 UNIT PUSH-BUTTON STATION. EMERGENCY STOP WITH MUSHROOM HEAD. SIMILAR TO SIEMENS #P30CSM16. LABEL "LEISURE POOL EMERGENCY STOP". 120V HEAVY DUTY, SPECIFICATION GRADE SINGLE RECEPTACLE, DEDICATED CIRCUIT WATER LEVEL PROBE BY POOL CNTR POOL AUTO FILL 24V POOL FILL SOLENOID PROVIDED BY POOL CNTR. CIRCULATION AND AMENITY PUMP CONTROL SEQUENCE: 1. EMERGENCY OFF TO KILL POWER TO ALL MOTORS. 2. PROVIDE AUDIBLE ALARM AS NEED IF BY CODE. 3. PROVIDE SWITCH TO EACH AMENITY PUMPS AS SHOWN LOCATED IN LIFEGUARD ROOM. 4. ELECTRICAL CONTRACTOR TO PROVIDE ALL WORKING COMPONENTS AND VERIFY WITH MANUFACTURE FOR CORRECT CONNECTION SEQUENCE. 5. NO PUMP EQUIPMENT SHALL BE OPERATING UNLESS CIRCULATION PUMP IS RUNNING. CHEMICAL CONTROLLER AND AUTOFILL WILL ALWAYS BE RUNNING. 6. REFER TO MANUALS FOR CIRCUIT CONNECTIONS AND WIRING SIZE. 7. ALL WIRING TO BE IN CONDUIT. ELECTRICAL CONTRACTOR TO PROVIDE SWITCH, PLATE, WIRING, BOXES, CONDUIT, TIMER, AND CONNECTIONS. 8. IF MOTOR IS TO HAVE A SOFT START ON THE PIECE OF EQUIPMENT, VERIFY THAT THE EQUIPMENT CAN BE TURNED ON WITH A SWITCH WHERE SOMEONE DOES NOT HAVE TO HOLD DOWN THE SWITCH FOR EQUIPMENT TO CYCLE UP AND TURN ON. THE SWITCH SHALL ONLY BE PUSHED ONCE TO MAKE CONTACT AND CONNECT THE CONTACTOR FOR THE SOFT START TO START ITS SEQUENCE TO RAMP UP. IF THE EQUIPMENT IS TO BE SHUT DOWN, THE SWITCH IS SET TO OFF AND SOFT START CONTACTOR IS DISCONNECTED AND SOFT START RAMPS DOWN UNTIL OFF. NOTE: THIS SCHEMATIC SHOW AN INTENT OF THE EQUIPMENT CONNECTIONS FOR CONTROLLING THE POOL SYSTEMS. THEY ARE NOT ACTUAL WIRING DIAGRAMS. THE ELECTRICAL CONTRACTOR MUST COORDINATE WITH THE POOL CONTRACTOR AND SUBMIT THE WIRE DIAGRAMS FOR EQUIPMENT CONTROL. SWITCH LOCATED IN LIFEGUARD ROOM MAIN PANEL SEE POOL EQUIPMENT SCHEDULE 120V POWER 120V POWER SWITCHES ON DAY TIMER OR TOGGLE SWITCHES IN LIFEGUARD ROOM SEE POOL EQUIPMENT SCHEDULE NOTE: CHEMICAL CONTROLLERS TO BE CONNECTED TO LEAD TO POOL OPERATOR'S OFFICE. COORDINATE WITH ELECTRICAL CONTRACTOR FOR CONNECTION. pH FEED CHEMICAL CONTROLLER SANITATION FEED FLOW SIWTCH (PROVIDED WITH CONTROLLER) CHEMICAL FEED CONTROL SEQUENCE 1. NO FLOW IN POOL CIRCULATION LINE DISABLES ALL CHEMICAL FEED VIA THE MNFR PROVIDED FLOW SWITCH. CONTROLLED RECEPTACLE PPG FEEDER SOLENOID 120V HEAVY DUTY, SPECIFICATION GRADE SINGLE RECEPTACLE, DEDICATED CIRCUIT PPG ACCU-TAB CHLORINATOR ON/OFF SWITCH TO ACID FEEDER AMENITY PUMP #1 POOL HEATER FLOW SWITCH PROVIDE SWITCH PER CODE TEMPERATURE SENSING CLEAR COMFORT UNIT SEE POOL EQUIPMENT SCHEDULE TO VENTURI SEE POOL EQUIPMENT SCHEDULE AMENITY PUMP #2 120V POWER SEE POOL EQUIPMENT SCHEDULE SEE POOL EQUIPMENT SCHEDULE CURRENT PUMP #2 120V POWER VFD CURRENT PUMP #1 VFDVFD UNDERWATER LIGHTS J-BOXJ-BOX FILTER CONTROLLER SEE POOL EQUIPMENT SCHEDULE SEE POOL EQUIPMENT SCHEDULE FUTURE SLIDE PUMP VFD 120V POWER FILTER AIR COMPRESSOR (SHARED BY BOTH POOLS) SEE POOL EQUIPMENT SCHEDULE SEE POOL EQUIPMENT SCHEDULE CLEAR COMFORT BOOSTER PUMP SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT NO SCALE 10 / 3 1 / 2 0 1 6 1 1 : 4 2 : 0 0 A M C: \ U s e r s \ a l d o \ D o c u m e n t s \ 1 6 0 0 3 E V C C O L C A q u a t i c S h e e ts _ a l d o . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R BM ACC 10-31-2016 16003 POOL ELECTRICAL SCHEMATICS AQ4.1 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O NO SCALE2FUTURE SPA INTERLOCK SCHEMATIC NO SCALE1LEISURE POOL INTERLOCK SCHEMATIC SYMBOL DESCRIPTION MECH UNIT (XX.Xk = MECH UNIT OPERATING WEIGHT IN KIPS) PENETRATION THRU STRUCTURAL MEMBER STRUCTURAL MASONRY WALL CONTROL JOINT CAST-IN-PLACE CONCRETE X XX.Xk EXTENT OF CONCRETE PAD SYMBOL DESCRIPTION MWX-XX(X)X MASONRY WALL , SEE FOOTING MARK (SF = STRIP FOOTING) T/FOOTING ELEVATION F1 XX'-X" SYMBOL DESCRIPTION FULL HEIGHT SHEAR CONNECTION, SEE 2/S505 MOMENT CONNECTION, SEE 10/S505 AXIAL DRAG CONNECTION, SEE 14/S505 BRACING ABOVE LEVEL ABOVE DECK CONCRETE THICKNESS TYPE, SEE 10/S530 DECK TYPE DECK SPAN DIRECTION T/SLAB AT SLAB-ON-DECK 2VLIX.XXA XXX'-XX" XXk XXkBEAM SIZE [XX] c=X" (XXX'-XX") CAMBER (INCHES) EL OF T/STEEL SHEAR STUD QUANTITY ULTIMATE BM REACTION USING LRFD LOAD COMBINATIONS (KIPS) STEEL BEAM SYMBOL DESCRIPTION ELEVATION CALLOUTXXX'-XX" STEP SLOPE KEY NOTE SUBGRADE FORM SAVER DRAWING REVISION NUMBER CURRENT REVISION CLOUD 1 X SERVICE LOAD PROVIDED FOR SPECIALTY DESIGNER WELDED-WIRE REINFORCEMENT SECTION OR DETAIL CUT SHEET NUMBER ELEVATION CUT SHEET NUMBER GRID LINES X XX X XX - SOGXXA XXX'-XX" SLAB THICKNESS TYPE T/SLAB SLAB TYPE COLUMN SIZE OR MARK ROUGHENED SURFACE, INTENTIONALLY ROUGHEN TO 1/4" AMPLITUDE, UNO NOTES: 1. ITEMS NOT DESIGNED BY M/M ARE SHOWN HALFTONED, 2. ITEMS INCLUDE: - EXISTING CONSTRUCTION - PERFORMANCE SPECIFIED ITEMS (CFSF WALLS,STAIRS, RAILINGS, ETC.) BRACING BELOW LEVEL EXISTING GRID LINES- SYMBOL DESCRIPTION EXISTING FRAMING (HALFTONE) X'-XX"DIMENSIONS TO EXISTING STRUCTURE, FIELD VERIFY (ITALICS) X'-XX"DIMENSIONS TO NEW STRUCTURE NEW FRAMING CXX XXK SP K-SERIES JOIST TO BE DESIGNED FOR LOADS DESCRIBED ON S010 XXLH SP LH-SERIES JOIST TO BE DESIGNED FOR LOADS DESCRIBED ON S010 2/S400 1)GENERAL: 1A)THE DRAWINGS IN THIS PACKAGE ARE INCOMPLETE AND REPRESENT A PORTION OF THE TOTAL PROJECT. COORDINATE THE WORK OF THIS PACKAGE WITH FUTURE DRAWINGS ISSUES AND UPDATED DRAWINGS TO ALL TRADES AS REQUIRED. 1B)THESE STRUCTURAL DRAWINGS ARE RELEASED FOR PREPARATION OF SHOP DRAWINGS FOR STRUCTURAL STEEL FRAMING AND FOUNDATION REINFORCING/FORMWORK. THESE DRAWINGS ARE ALSO RELEASED FOR BIDDING MASONRY, COLD FORMED STEEL FRAMING, AND WOOD. 1C)CONSTRUCTION SHALL NOT BEGIN BASED UPON THESE DOCUMENTS, AND AS SUCH ARE STAMPED NOT FOR CONSTRUCTION. CONSTRUCTION SHALL NOT BEGIN UNTIL RECIEPT OF DRAWINGS APPROVED FOR PERMIT BY THE BUILDING DEPARTMENT. 1D)USE THE MOST CURRENT DRAWINGS IN PREPARATION OF SUBMITTALS. ALL SUBMITTALS SHALL LIST DATE OF DRAWINGS USED TO PREPARE THE SUBMITTAL. 1E)BECAUSE THIS IS A PHASED CONSTRUCTION PROJECT, THE CONTRACTOR MUST ANTICIPATE ADDITIONAL DRAWING REVISIONS AFTER EARLY BID PACKAGES HAVE BEEN ISSUED. THESE REVISIONS WILL INCREASE THE CONSTRUCTION COST. THE CONTRACTOR SHALL INCLUDE THESE ANTICIPATED COSTS IN ANY BIDS OR PRICE GUARANTEES PROVIDED TO THE OWNER. PHASED CONSTRUCTION NOTES SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PR I N C I P A L : EO R : DE S I G N E R : PR O J E C T M A N A G E R : MM J O B # : DA T E P R I N T E D : FI L E P A T H : 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 1 1 : 1 7 : 0 4 A M C: \ P r o j \ 1 6 . 0 1 1 7 . S . 0 1 - E S T E S _ C O M M U N I T Y _ C E N T E R - R S 1 6_ e s a b i a . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 NOTES S001 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED S A B I A , K A T I E H O Y T ED S A B I A RA L P H R E M P E L 16 . 0 1 1 7 . S . 0 1 DW I G H T G I L B E R T SYMBOL LEGEND ABBREVIATIONS LIST STRUCTURAL DRAWING LIST STRUCTURAL ISOMETRIC DWL(s) Dowels(s) DWG(s) Drawing(s) DTL(s) Detail(s) DT Precast Double Tee DP Drilled Pier or Deep DO Ditto DN Down DIM Dimension DIAG Diagonal DIA or Ø Diameter Di Gravity Ice Load DFS Deferred Submittal DCW Demand Critical Weld DBL Double DAS Deformed Anchor Stud D or DL Dead Load d Penny CTR(D) Center(ed) CSJ Construction Joint COORD Coordinate CONTR Contractor CONT Continue or Continuous CONST Construction CONN Connection CONC Concrete COL Column CMU Concrete Masonry Unit CLR Clear CLMS Ceiling/ Light/ Mechanical/ Superimposed Load CLG Ceiling CL Centerline CJP Complete Joint Penetration CJ Control Joint CIP Cast-In-Place CG Center of Gravity CFSF Cold Formed Steel Framing CF Cold Formed CC Center to Center BTWN Between BSMT Basement BRG Bearing BOT or B Bottom BOS Bottom of Steel BN Boundary Nail BM Beam BLKG Blocking BLDG Building BL Brick Ledge BG Backgouge BF Braced Frame BD Board BAL Balance B/ or BO Bottom of ARCH Architect or Architectural APPROX Approximate APA American Plywood Association ALUM Aluminum ALT Alternate AFF Above Finished Floor AESS Architecturally Exposed Structural Steel ADDNL Additional ACI American Concrete Institute AB Anchor Bolt @ At / Per k Kip JT Joint JST Joist IT Precast Inverted Tee Beam INT Interior IN Inch ID Inside Diameter i.F. Inside Face HVAC Heating-Ventilating and A/C HT Height HORIZ Horizontal HK Hook HDG Hot Dipped Galvanized HDAR Headed Anchor Rod HD Headed or Holdown HAS or HDAR Headed Anchor Stud H Soil Lateral Load GR BM Grade Beam GR Grade or Grind GL Glu-lam GC General Contractor GALV Galvanized GA Gage or Gauge FV Field Verify FTG Footing FT Foot or Feet FS Far Side FRAM Framing FP Full Penetration or Fire Proofing FO Face of FND Foundation FLR Floor FLG Flange FIN Finish(ed) FF Finished Floor FD Footing Dowel FAB Fabricate Fa Flood Load F Fluid Load EXT Exterior EXP ANCH Expansion Anchor EXP Expansion EW Each Way ES Each Side EQUIP Equipment EQ SP Equally Spaced EQ Equal EOR Engineer-of-Record ENGR Engineer EN Edge Nail EMBED Embedded ELEV Elevator EL Elevation EJ Expansion Joint EF Each Face EE Each End EC Epoxy Coated EA Each E-W East-West E Earthquake Load (E) or EXIST Existing PT Point or Post-Tension or Pretensioned PSI Pounds Per Square Inch PSF Pounds Per Square Foot PS Prestressed PRELIM Preliminary PREFAB Prefabricated PLF Pounds Per Lineal Foot PL Plate (Steel) PERP Perpendicular PEN Penetration PD Pier Dowel PCA Portland Cement Association PC Precast PAF Power Actuated Fastener OWS One-Way Slab OVS Oversized OPP Opposite OPNG Opening OH Opposite Hand OD Outside Diameter OC On Center OAE Or Approved Equivalent O.F. Outside Face NWC Normal Weight Concrete NTS Not To Scale NS Non-Shrink or Near Side NOM Nominal NO or # Number NM Non-Metallic NIC Not in Contract N-S North-South N North MTL Metal MO Masonry Opening MNFR Manufacturer mm Millimeter MLS Masonry Lap Splice MIL Micro-Lam MISC Miscellaneous MIN Minimum MEP Mech/Elect/Plumb MECH Mechanical MCJ Masonry Control Joint MBS Metal Building Supplier MAX Maximum MATL Material MAS Masonry MACH RM Machine Room MACH Machine LWC Light Weight Concrete LVL Level or Laminated Veneer Lumber LTWT Lightweight LTS Tension Lap Splice Length LTE Tension Embedment LT Light LSL Laminated Strand Lumber Lr Roof Live Load LONG Longitudinal LOC(s) Location(s) or Locate LLV Long Leg Vertical LLH Long Leg Horizontal LL Live Load LG Length LDH Hook Development Length LCS Compression Lap Splice LCE Compression Embedment LB(S) Pound(s) LB Precast L-Shaped Beam L Lenght or Live Load WxH Width x Height WWR Welded Wire Reinforcing WT Weight WP Working Point or Waterproofing Wi Wind-on-Ice Load WF Wide Flange WD Width or Wood W/O Without W/ With W Wind Load Vult Ultimate Design Wind Speed VIF Verify in Field VERT Vertical Vasd Service Level/ Nominal Design Wind Speed UNO Unless Noted Otherwise ULT Ultimate TYP Typical TWS Two-Way Slab TRANS Transverse TOW Top of Wall TOS Top of Steel TOP Topping TOM Top of Masonry TOF Top of Footing TOC Top of Concrete TL Total Load THK Thick or Thickness T/ or T.O Top of T&B Top and Bottom T Top or Thermal Load SYM Symmetrical SW Shearwall STR Structural STL Steel STIFF Stiffener STD Standard SS Stainless Steel SPRT Support SPECS Specifications SP @ Space at SP Space(s) SOG Slab on Grade SLV Short Leg Vertical SLRS Seismic Load Resisting System SLH Short Leg Horizontal SL Snow Load SIM Similar SECT Section SCHED Schedule SC Slip Critical S South (S) Salvaged ROF Random Oriented Fiber RO Rough Opening RET Return REQT(s) Requirement(s) REQD Required REINF Reinforce(ing)(d)(ment) RE: or REF Refer to (Reference) RC Reinforced Concrete RB Precast Rectangular Beam RAD Radius R Radius or Rain Load QTY Quantity SHEET NUMBER SHEET TITLE S001 NOTES S002 NOTES S003 NOTES S010 LOADING PLANS S020 QUALITY ASSURANCE S021 QUALITY ASSURANCE S101 OVERALL FLOOR PLANS S102 LOWER LEVEL PLAN S103 UPPER LEVEL PLAN - NORTH S104 UPPER LEVEL PLAN - SOUTH S105 OVERALL ROOF PLAN S106 ROOF PLAN - NORTH S107 ROOF PLAN - SOUTH S200 ENLARGED PARTIAL PLANS S300 TYPICAL FOOTING DETAILS S301 TYPICAL STEM WALL DETAILS S305 TYPICAL FOUNDATION WALL DETAILS S310 TYPICAL SOG DETAILS S311 SOG DETAILS S380 CONCRETE SUPPORTING STEEL DETAILS S390 TYPICAL CONCRETE DETAILS S400 TYPICAL MASONRY DETAILS S401 MASONRY DETAILS S402 MASONRY DETAILS S450 MASONRY PARTITION DETAILS S500 STEEL DETAILS S501 STEEL DETAILS S502 CANOPY DETAILS S503 CANOPY DETAILS S505 TYPICAL STEEL DETAILS S510 TYP STEEL BEAM CONNS S511 TYP STEEL BEAM CONNS S520 STEEL JOIST DETAILS S521 STEEL JOIST DETAILS S530 TYP METAL DECK DETAILS S531 TYP SLAB ON METAL DECK DETAILS S540 PERFORMANCE SPECIFIED FRAMING S550 BRACED FRAME ELEVATIONS S551 BRACED FRAME DETAILS S560 WOOD DETAILS S561 WOOD DETAILS 1)CODES AND STANDARDS: 1A)GENERAL DESIGN -INTERNATIONAL BUILDING CODE 2015 WITH TOWN OF ESTES PARK AMENDMDNTS 2)SEISMIC LOADS -SEISMIC DESIGN CATEGORY = B -RISK CATEGORY = III -EARTHQUAKE IMPORTANCE FACTOR, le = 1.25 -MAPPED SPECTRAL RESPONSE ACCELERATION, Ss = 21.20 %g -MAPPED SPECTRAL RESPONSE ACCELERATION, S1 = 6.30 %g -DESIGN SPECTRAL RESPONSE COEFFICIENT, SDs = 0.170 -DESIGN SPECTRAL RESPONSE COEFFICIENT, SD1 = 0.071 -SOIL SITE CLASS = C -BASIC STRUCTURAL SYSTEM: STRUCTURAL STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE AND BEARING WALL SYSTEM -STRUCTURAL SEISMIC LATERAL SYSTEM: STRUCTURAL STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE AND INTERMEDIATE REINFORCED MASONRY SHEARWALLS -RESPONSE MODIFICATION FACTOR, R = 3 -SEISMIC RESPONSE COEFFICIENT, Cs = 0.071 -SYSTEM OVERSTRENGTH FACTOR, OMEGA = 3 -DESIGN BASE SHEAR = 241 K -SEISMIC ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE 3)WIND LOADS -RISK CATEGORY = III -BASIC ULTIMATE WIND SPEED, Vult = 190 mph -BASIC NOMINAL WIND SPEED, Vasd = 147.2 mph -EXPOSURE CATEGORY = C -INTERNAL PRESSURE COEFFICIENT, Gcpi = +/-0.18 4)DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING AND ELEMENTS DESIGNED BY THE CONTRACTOR 4A)PRESSURES LISTED BELOW ARE ULTIMATE 4B)FINAL CALCULATIONS TO BE COMPLETED BY CONTRACTOR 4C)COMPONENT AND CLADDING SURFACE PRESSURES (PSF) -WALLS PRESSURES WALLS AREA 10 SF 100 SF 500 SF WALLS INTERIOR NEG (ZONE 4)-75 -65 -58 WALLS CORNER NEG (ZONE 5)-92 -72 -58 WALLS POSITIVE ZONE 4 & 5 69 59 52 -ROOF PRESSURES ROOF AREA 10 SF 50 SF 100 SF ROOF INTERIOR NEG (ZONE 1)-75 -71 -69 ROOF NEGATIVE (ZONE 2) -126 -95 -82 - EAVES, RAKES, RIDGES ROOF CORNERS NEG (ZONE 3)-126 -95 -82 ROOF POSITIVE ALL ZONES 31 26 24 ROOF NEGATIVE ZONE 2'-108 -104 -102 - MONOSLOPE ROOF EAVES, RAKES, RIDGE ROOF NEGATIVE ZONE 3'-108 -104 -102 - MONOSLOPE ROOF CORNERS -PARAPET PRESSURES PARAPET QP =65 psf SOLID PARAPET PRESSURE 10 SF 100 SF 500 SF PARAPET CASE A: INTERIOR ZONE: 175 119 112 CORNER ZONE: 175 119 112 PARAPET CASE B:INTERIOR ZONE: -123 -102 -88 CORNER ZONE: -140 -109 -88 PARAPET CASE A = PRESSURE TOWARDS BUILDING (POS) PARAPET CASE B = PRESSURE AWAY FROM BLDG (NEG) 4D)NET UPLIFT FOR JOIST DESIGN = 59 PSF (ULTIMATE) = 41 PSF (ALLOWABLE) 5)LATERAL LOAD RESISTING SYSTEM DESCRIPTION: -METAL ROOF DECK OR CONCRETE FLOOR SLAB DISTRIBUTES LOAD TO MASONRY SHEAR WALLS AND/OR STEEL BRACED FRAMES. 6)GRAVITY LOADS 6A)SEE GRAVITY LOADS TABLE 6B)DRIFTING, SLIDING AND UNBALANCED SNOW -GROUND SNOW LOAD = 66.0 PSF -SNOW EXPOSURE FACTOR, Ce = 1.0 -SNOW LOAD IMPORTANCE FACTOR, ls = 1.1 -THERMAL FACTOR, Ct = 1.00 - AT EXTERIOR CANOPIES, Ct = 1.2 -FLAT ROOF SNOW LOAD, Pf = 51 PSF - AT EXTERIOR CANOPIES, Pf = 61 PSF MIN -SEE SNOW LOAD MAP ON S010 FOR DRIFT LOCATIONS MAGNITUDES, AND WIDTHS. DESIGN CRITERIA 1)GENERAL: 1A)THE FOLLOWING PORTIONS OF THE STRUCTURAL DESIGN WILL NOT BE SUBMITTED AT THE TIME OF PERMIT APPLICATION. WHEN RECEIVED AND REVIEWED, THESE DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL BY THE CONTRACTOR: -METAL STAIRS -COLD FORMED STEEL FRAMING -METAL RAILINGS -STEEL JOIST FRAMING -WOOD TRUSS FRAMING 1B)CONNECTION OF DEFERRED SUBMITTAL ITEMS TO PRIMARY STRUCTURE BY DEFERRED SUBMITTAL SUPPLIER. DEFERRED SUBMITTAL SUPPLIER TO PROVIDE CONNECTIONS AND FRAMING ARRANGEMENT TO AVOID LOADING WHICH EXCEEDS THE CAPACITY OF THE ELEMENT BEING ATTACHED TO. 1C)ALL DEFERRED SUBMITTALS WITH THE EXCEPTION OF METAL RAILINGS TO BE ATTACHED TO PRIMARY STRUCTURE WITH A PINNED CONNECTION. MOMENT CONNECTIONS TO PRIMARY STRUCTURE NOT PERMITTED UNLESS NOTED ON DRAWINGS OR APPROVED BY ENGINEER IN WRITING PRIOR TO SUBMITTAL OF DRAWINGS OR CALCULATIONS. 1D)LOADING AND LOCATION FOR ATTACHMENT OF DEFERRED SUBMITTAL ITEMS ARE NOTED ON DRAWINGS AND ARE NOT TO BE RE-LOCATED OR INCREASED WITHOUT WRITTEN APPROVAL. 1E)GC / METAL STUD FRAMING DESIGNER / CLADDING DESIGNER COORDINATION: -METAL STUD FRAMING AND FRAMING ATTACHMENT IS DESIGNED FOR THE TRIBUTARY WIND OF THE STUD SPACING. CLADDING SUPPLIER TO DESIGN CLADDING TO ATTACH AT EACH STUD. CLADDING ATTACHMENT SPACING WHICH EXCEEDS THE STUD SPACING IS NOT ACCEPTABLE WITHOUT APPROVAL FROM THE METAL STUD SUPPLIER/DESIGNER AND THE PROJECT EOR. -IF THE CLADDING SUPPLIER DOES NOT WANT TO OR CANNOT ATTACH TO EACH STUD, THE LOADS FROM THE CLADDING SUPPLIER MUST BE PROVIDED TO THE METAL STUD FRAMING SUPPLIER. THE METAL STUD FRAMING SUPPLIER WILL NEED TO INCORPORATE THESE LOADS INTO THE METAL STUD FRAMING DESIGN. -GC TO COORDINATE BETWEEN METAL STUD FRAMING SUPPLIER AND CLADDING SUPPLIER AS REQUIRED. 1F)WALLS, STEM WALLS AND CONCRETE ON METAL DECK SHALL BE CONSIDERED CRACKED FOR THE PURPOSE OF DESIGNING ANCHORS FOR ATTACHMENT OF DEFERRED SUBMITTAL ITEMS. 1G)SUBMIT STAMPED STRUCTURAL CALCULATIONS FOR ALL DEFERRED SUBMITTAL ITEMS PRIOR TO OR CONCURRENTLY WITH DRAWINGS OR PRODUCT DATA. INCLUDE ANALYSIS OF ATTACHMENT TO PRIMARY STRUCTURE. INCLUDE CURRENT ICC REPORT WITH ALL PROPRIETARY STRUCTURAL ELEMENTS AND ANCHORS/FASTENERS. 1H)POWDER ACTUATED FASTENERS (PAF) SHALL NOT BE USED TO RESIST TENSION LOADS. POWDER ACTUATED FASTENERS SHALL NOT BE USED TO RESIST GRAVITY LOADS WHICH INCLUDE STONE VENEER. 1I)REFERENCE COLD-FORMED STEEL FRAMING NOTES FOR ADDITIONAL DEFERRED SUBMITTAL DESIGN CRITERIA. DEFERRED SUBMITTALS 1)GENERAL: 1A)ENGINEER: REFERENCES ON THE STRUCTURAL DRAWINGS TO ‘ENGINEER’ MEAN THE STRUCTURAL ENGINEER OF RECORD. OTHER ENTITIES ARE SPECIFICALLY NOTED AS “CONTRACTOR’S ENGINEER”, “MECHANICAL ENGINEER”, ETC. 1B)THESE NOTES SUPPLEMENT THE SPECIFICATIONS, WHICH SHALL BE REFERENCED FOR ADDITIONAL REQUIREMENTS. 1C)UNDERGROUND UTILITIES: LOCATE EXISTING UTILITIES AND NOTIFY ARCHITECT OF EXISTING UTILITIES OR SUBGRADE CONDITIONS WHICH INTERFERE WITH WORK. 1D)STRUCTURAL ELEMENTS ARE CENTERED ON GRID LINES AND GRID LINE INTERSECTIONS UNLESS DIMENSIONED OTHERWISE. 2)EXISTING STRUCTURES: 2A)CONTRACT DOCUMENTS HAVE BEEN PREPARED USING AVAILABLE DRAWINGS AND SITE OBSERVATION AS PERMITTED BY ACCESS RESTRICTIONS DURING DESIGN. 2B)DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE NOT NOW KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ALL CONDITIONS NOT PER THE CONTRACT DOCUMENTS. EXAMPLES INCLUDE: -SIZES OR DIMENSIONS OTHER THAN THOSE SHOWN -DAMAGE OR DETERIORATION TO MATERIALS AND COMPONENTS -CONDITIONS OF INSTABILITY OR LACK OF SUPPORT -ITEMS NOTED AS EXISTING ON THE DRAWINGS BUT NOT FOUND IN THE FIELD 2C)PREPARE DIMENSIONAL DRAWINGS OF ALL DISCOVERED ITEMS. 2D)CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRUCTURAL CONDITIONS PRIOR TO SUBMITTING SHOP DRAWINGS. 2E)CONTRACTOR SHALL MAKE ALLOWANCE FOR THE RESOLUTION OF SUCH DISCOVERIES IN THE CONSTRUCTION SCHEDULE. 2F)SUBMIT A DIMENSIONED DRAWING OF ALL NEW OPENINGS THROUGH EXISTING STRUCTURE AND SECURE APPROVAL PRIOR TO CUTTING. DRAWING SHALL SHOW VERTICAL & HORIZONTAL LOCATION AND SIZE OF PROPOSED OPENING. 3)USE OF DRAWINGS: 3A)DO NOT SCALE DRAWINGS. 3B)DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 3C)DETAILS NOTED AS TYPICAL APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE PROJECT. 3D)WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES AND SPECIFICATIONS: -CONTACT THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION -THE MORE STRINGENT REQUIREMENTS SHALL GOVERN FOR BIDDING / PRICING 4)TEMPORARY CONDITIONS: 4A)THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR’S CONSTRUCTION METHODS AND/OR SEQUENCES. REFER TO “LATERAL LOAD RESISTING SYSTEM DESCRIPTION” IN DESIGN CRITERIA FOR ADDITIONAL INFORMATION. 4B)CONTRACTOR’S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. 4C) USE ONLY HAND OPERATED TOOLS FOR COMPACTION ADJACENT TO FOUNDATION WALLS AND STEM WALLS. STEM WALLS SHALL BE BACKFILLED EVENLY ON BOTH SIDES. FOUNDATION WALLS SHALL NOT BE BACKFILLED UNTILL THE LOWER SLAB ON GRADE IS IN PLACE. 5)SUBMITTALS AND SUBSTITUTIONS: 5A)SUBMITTALS: REFER TO SPECIFICATIONS FOR DETAILED REQUIREMENTS. -IF THE CONTRACTOR REQUESTS A CHANGE FROM THE STRUCTURAL DRAWINGS, IT SHALL BE APPROVED BY THE ARCHITECT AND DESIGNED BY MARTIN/MARTIN, INC. PRIOR TO SUBMITTING SHOP DRAWINGS. VARIATION SHALL BE INDICATED ON THE SHOP DRAWINGS. CONTRACTOR SHALL COMPENSATE MARTIN/MARTIN, INC. FOR MAKING THE CHANGE. -CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR USE IN SUBMITTALS -ALL SHOP DRAWINGS SHALL REFERENCE THE STRUCTURAL DRAWING NUMBER AND DETAIL USED TO PREPARE THE SUBMITTAL -SUBMIT A STATEMENT OF RESPONSIBILITY FOR CONSTRUCTION OF THE LATERAL LOAD RESISTING SYSTEM IDENTIFIED IN THE DESIGN CRITERIA IN ACCORDANCE WITH IBC 2015 SECTION 1704 5B)SUBSTITUTIONS: ARCHITECTS APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS 5C)NONCONFORMANCE: NOTIFY ARCHITECT OF CONDITIONS NOT CONSTRUCTED PER THE CONTRACT DOCUMENTS PRIOR TO PROCEEDING WITH CORRECTIVE WORK. SUBMIT PROPOSED REPAIR TO THE ARCHITECT FOR ACCEPTANCE. CONTRACTOR SHALL COMPENSATE MARTIN/MARTIN, INC. FOR DESIGNING THE REPAIR. 5D)ALL STRUCTURAL SHOP DRAWINGS SHALL BE SUBMITTED IN ELECTRONIC FORMAT ONLY. 6)OSHA STANDARDS: 6A)THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. NOTHING SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSTRUED AS ELIMINATING THE NEED FOR THE CONTRACTOR TO COMPLY WITH ALL OSHA REQUIREMENTS. 6B)THE CONTRACTOR SHALL ADD ALL NECESSARY BOLTS, ANCHOR BOLTS, PLATES, STIFFENER PLATES, STABILIZER PLATES, BRIDGING, BRACING, BEARING SEATS, COLUMN SPLICES, ETC., AS WELL AS CLOSURES FOR OPENINGS. IN ADDITION, FIELD WELD ANYTHING THAT MAY BE CONSIDERED A TRIP HAZARD, SUCH AS SHEAR STUDS, AFTER PROTECTIVE DECKING IS INSTALLED. 6C)WASHERS OR RINGS MAY BE WELDED TO COLUMNS TO PROVIDE FOR SAFETY CABLES. HOLES IN COLUMNS FOR SAFETY CABLES SHALL BE SHOP INSTALLED, AND SHALL BE INDICATED ON SHOP DRAWINGS. ADJUST COLUMN SPLICE LOCATIONS OR ADD COLUMN SPLICES AS NECESSARY TO COMPLY WITH OSHA REQUIREMENTS. SUBMIT PROPOSED LOCATIONS. 6D)ALL METAL JOISTS REQUIRED BY OSHA TO BE BOLTED SHALL HAVE ERECTION BOLTS INSTALLED REGARDLESS OF FINAL CONNECTION SHOWN ON THE STRUCTURAL DRAWINGS. 6E)WHERE THE STRUCTURAL DRAWINGS APPEAR TO CONFLICT WITH OSHA REQUIREMENTS, THE STRUCTURAL DRAWINGS REPRESENT FINAL CONDITIONS ONLY. THE CONTRACTOR SHALL ADD ALL ERECTION FRAMING NECESSARY TO COMPLY WITH OSHA. 7)CONSTRUCTION ENGINEERING: 7A)THE STRUCTURE DEFINED ON THE CONTRACT DOCUMENTS HAS BEEN DESIGNED ONLY FOR LOADS ANTICIPATED ON THE STRUCTURE DURING ITS SERVICE LIFE. PROVIDE ALL REQUIRED ENGINEERING AND OTHER MEASURES TO ACHIEVE THE MEANS, METHODS, AND SEQUENCES OF WORK. SUCH ENGINEERING MAY INCLUDE, BUT IS NOT LIMITED TO: -LAYOUT -DESIGN FOR FORMWORK, AND SHORING -DESIGN OF CONCRETE MIXES -ERECTION PROCEDURES WHICH ADDRESS STABILITY OF THE FRAME DURING CONSTRUCTION -WELD PROCEDURES -DESIGN OF TEMPORARY BRACING OF WALLS FOR WIND, SEISMIC, OR SOIL LOADS -SURVEYING TO VERIFY CONSTRUCTION TOLERANCES -EVALUATION OF TEMPORARY CONSTRUCTION LOADS ON STRUCTURE DUE TO EQUIPMENT AND MATERIALS -STRUCTURAL ENGINEERING TO RESIST ANY OTHER LOADS NOT IDENTIFIED ON DESIGN DRAWINGS -DESIGN OF MEMBER SPLICES AS REQUIRED TO PERMIT TRUCKING OF MEMBERS TO JOBSITE, SUBJECT TO APPROVAL OF THE EOR -SUBMIT STAMPED CALCULATIONS AND DRAWINGS FOR ANY SUCH SPLICES FOR REVIEW 8)COORDINATION: 8A)STRUCTURAL DRAWINGS ARE NOT STAND-ALONE DOCUMENTS AND ARE INTENDED TO BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND DRAWINGS FROM OTHER DISCIPLINES. THE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS INTO SHOP DRAWINGS AND WORK. 8B)COORDINATE DIMENSIONS OF ALL OPENINGS, BLOCKOUTS, DEPRESSIONS, ETC., WITH ARCHITECTURAL DRAWINGS, DRAWINGS FROM OTHER DISCIPLINES, AND FIELD CONDITIONS PRIOR TO SHOP DRAWING SUBMITTAL. 8C)SEE ARCHITECTURAL PLANS FOR INTERIOR PARTITIONS. PARTITION FRAMING SHALL BE CONNECTED TO THE PRIMARY STRUCTURE IN SUCH A WAY SO AS TO ALLOW FOR VERTICAL LIVE LOAD DEFLECTIONS OF SPAN/360 OF THE FLOOR OR ROOF FRAMING. DO NOT MAKE RIGID VERTICAL AND HORIZONTAL CONNECTIONS TO THE PRIMARY STRUCTURE IN THE PLANE OF THE PARTITION. GENERAL NOTES 1)DESIGN CRITERIA: 1A)THE GEOTECHNICAL REPORT PREPARED BY EARTH ENGINEERING CONSULTANTS, NUMBER 1162032, DATED 4/29/16 PROVIDED CRITERIA FOR THE FOUNDATION DESIGN FOR THE PROJECT. 2)FOOTINGS: 2A)FOOTING DESIGN CRITERIA: -MAXIMUM TOTAL LOAD BEARING PRESSURE = 5000 PSF -ULTIMATE COEFFICIENT OF FRICTION TO RESIST LATERAL LOADS = 0.7 -FROST DEPTH TO BOTTOM OF FOUNDATION = 30 IN -FOOTINGS SHALL BEAR ON UNDISTURBED IN-SITU DECOMPOSED GRANITE. WHERE EXISTING FILL IS ENCOUNTERED DURING FOUNDATION EXCAVATION, FOOTINGS SHALL BE LOWERED BELOW THE ELEVATION INDICATED AS REQUIRED TO BEAR ON IN-SITU MATERIAL. CONTRACTOR SHALL CARRY AN ALLOWANCE FOR INCREASED EXCAVATION AND FOUNDATIONS TO ADDRESS SITE CONDITIONS. SEE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. 3)FOUNDATION WALLS: 3A)EQUIVALENT FLUID PRESSURES USED FOR WALL DESIGN: -"ACTIVE” CONDITION = 42 PCF -"AT REST” CONDITION = 63 PCF -"PASSIVE” CONDITION = 375 PCF -LATERAL PRESSURE DUE TO SURCHARGE = 50 PSF -GROUND WATER FLUID PRESSURE ON FOUNDATION WALLS AND/OR BASEMENT SLAB = 0 PSF -ULTIMATE COEFFICIENT OF FRICTION TO RESIST LATERAL LOADS = 0.7 3B)WALL DESIGN BASED ON IN-SITU SOILS ADJACENT TO FOUNDATION WALLS. SEE GEOTECHNICAL REPORT FOR REQUIREMENTS. 4)SLABS-ON-GRADE: 4A) ALL SLAB-ON-GRADE SUBGRADE SHALL BE PROOF-ROLLED AND OBSERVED BY THE PROJECT GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF THE SLAB-ON-GRADE. EXISTING SOFT MATERIALS (INCLUDING FILL SURROUNDING BURIED ABANDONED UTILITY LINES WHERE APPLICABLE) SHALL BE REMOVED AND REPLACED OR RECOMPACTED AS DESCRIBED IN THE PROJECT GEOTECHNICAL REPORT. FOUNDATION NOTES SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PR I N C I P A L : EO R : DE S I G N E R : PR O J E C T M A N A G E R : MM J O B # : DA T E P R I N T E D : FI L E P A T H : 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET 3/4" = 1'-0" 10 / 3 1 / 2 0 1 6 1 1 : 1 7 : 0 6 A M C: \ P r o j \ 1 6 . 0 1 1 7 . S . 0 1 - E S T E S _ C O M M U N I T Y _ C E N T E R - R S 1 6_ e s a b i a . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 NOTES S002 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED S A B I A , K A T I E H O Y T ED S A B I A RA L P H R E M P E L 16 . 0 1 1 7 . S . 0 1 DW I G H T G I L B E R T MECHANICAL SEE ROOF OR FLOOR 75 + EQUIP BUT NOT LESS THAN 150 -- -- FLOORS 10 100 -- 2000 LOW ROOF SOUTH OF GRID M.6 16 (INCLUDES 4 ROOFING LOAD) 20 MIN UNIFORM LOAD, SEE NOTE 6B FOR SNOW LOADS -- -- TYPICAL ROOF 12 (INCLUDES 4 ROOFING LOAD) 20 MIN UNIFORM LOAD, SEE NOTE 6B FOR SNOW LOADS -- -- LOCATION SUPERIMPOSED DEAD LOAD (PSF)LIVE LOAD (PSF)PARTION LOAD (PSF)POINT LOAD (LB) GRAVITY LOADS 1)GENERAL: 1A)ALL WORK SHALL CONFORM WITH ACI 301-10, UNLESS NOTED OTHERWISE IN DRAWINGS OR PROJECT SPECIFICATIONS. 1B)DETAIL BARS IN ACCORDANCE WITH THE DRAWINGS, PROJECT SPECIFICATIONS, AND ACI PUBLICATION SP-66 (2004): “ACI DETAILING MANUAL” 2)REINFORCING MATERIALS: 2A)SEE ‘REINFORCING MATERIALS TABLE’ 3)REINFORCING FABRICATION: 3A)SPLICES: -NO SPLICING OF REINFORCEMENT PERMITTED EXCEPT AS NOTED ON DRAWINGS. MAKE BARS CONTINUOUS AROUND CORNERS WHERE DETAIL NOT PROVIDED. WHERE PERMITTED, SPLICES MAY BE MADE BY CONTACT LAPS OR MECHANICAL CONNECTORS. -SEE ‘LAP SPLICE SCHEDULE’, ON FOR LAP LENGTHS. -SPLICE CONTINUOUS BARS IN WALLS, BEAMS, AND STEM WALLS ‘LTS’ UNLESS NOTED OTHERWISE. 3B)MISCELLANEOUS REINFORCING REQUIREMENTS: -PROVIDE ADDITIONAL BARS OR STIRRUPS REQUIRED TO SECURE REINFORCING IN PLACE DURING CONCRETE PLACEMENT. -MAKE ALL REINFORCING BAR BENDS IN THE FABRICATOR’S SHOP UNLESS NOTED. -NO WELDING OF REINFORCING PERMITTED UNLESS NOTED ON DRAWINGS. WHERE PERMITTED, PERFORM WELDING IN ACCORDANCE WITH AWS D1.4-2011. -PROVIDE ADDED REINFORCING TO TRIM ALL OPENINGS, NOTCHES, AND REENTRANT CORNERS AS NOTED IN TYPICAL DETAILS. 4)STRUCTURAL CONCRETE MIX REQUIREMENTS: 4A)SEE ‘CONCRETE MIX TABLE’ 5)SLAB-ON-GRADE: 5A)VERIFY ALKALINITY OF CONCRETE SURFACE, SLAB VAPOR TRANSMISSION, AND SLAB FLATNESS/LEVELNESS ARE COMPATIBLE WITH FLOORING SYSTEM AND ADHESIVES PRIOR TO INSTALLING FLOORING. 5B)TAKE PRECAUTIONS TO MINIMIZE SLAB CURLING. GRIND SLAB OR USE LEVELING COMPOUND IF FLOOR FLATNESS AND LEVELNESS VALUES ARE NOT ACCEPTABLE TO THE ARCHITECT. 6)NON-SHRINK GROUT: 6A)CONFORM TO ASTM C1107 6B)ACHIEVE 6000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 7)PLACING REINFORCEMENT: 7A)REINFORCEMENT PROTECTION: -SEE 'REBAR COVER TABLE’ ON -SEE ACI 117-10 FOR REINFORCEMENT PLACING TOLERANCES 7B)PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AND WELDED WIRE REINFORCEMENT AT POSITIONS SHOWN ON PLANS. ALL REINFORCING, DOWELS, BOLTS, AND EMBEDDED PLATES SHALL BE SET AND TIED IN PLACE BEFORE THE CONCRETE IS POURED. “STABBING” INTO PREVIOUSLY PLACED CONCRETE IS NOT PERMITTED. 8)CONSTRUCTION/CONTROL JOINTS: 8A)SUBMIT DRAWINGS SHOWING CONSTRUCTION AND CONTROL JOINT LOCATIONS ALONG WITH THE SEQUENCE OF POURS. CONSTRUCTION JOINT LOCATIONS AND CASTING SEQUENCE SHALL BE ARRANGED TO MINIMIZE THE EFFECTS OF ELASTIC AND LONG-TERM SHORTENING/SHRINKAGE. 8B)CONSTRUCTION JOINTS IN SLABS-ON-DECK, SLABS-ON-GRADE, AND STRUCTURAL SLABS SHALL BE LOCATED TO ACCOMMODATE THE MAXIMUM LENGTH AND AREA THE CONTRACTOR CAN REASONABLY POUR, FINISH, AND JOINT IN THE SAME DAY, BUT SHALL NOT EXCEED 150 FEET WITH A MAXIMUM AREA OF 15,000 SQUARE FEET UNLESS APPROVED BY THE ENGINEER. 8C)CONCRETE CONSTRUCTION JOINT SURFACE SHALL BE CLEANED AND ALL LAITANCE AND LOOSE MATERIAL REMOVED PRIOR TO SECOND CONCRETE PLACEMENT. 8D)SHEAR FRICTION JOINTS: WHERE CONSTRUCTION JOINTS ARE LABELED OR SHOWN AS “ROUGHENED” ON THE DRAWINGS, THE ENTIRE JOINT SURFACE SHALL BE MECHANICALLY ROUGHENED TO A 1/4” AMPLITUDE AND THOROUGHLY CLEANED. EXPOSE THE COARSE AGGREGATE IN THE HARDENED CONCRETE AND REMOVE ALL LAITANCE AND LOOSE MATERIAL. 9)MEP AND OTHER OPENINGS AND EMBEDMENTS: 9A)PROVIDE SLEEVES AT OPENINGS (SUCH AS THOSE REQUIRED FOR PLUMBING AND ELECTRICAL PENETRATIONS) BEFORE PLACING CONCRETE. REMOVE METAL DECK AT SLEEVES AFTER CONCRETE HAS CURED. DO NOT CUT REINFORCING WHICH MAY CONFLICT. CORING OF CONCRETE IS NOT PERMITTED. 9B)REFER TO TYPICAL DETAILS FOR SPACING LIMITS ON SLEEVES AND FOR REQUIREMENTS FOR EMBEDDED CONDUIT AND PIPE. CONCRETE NOTES 10/S390 10/S390 1)INSTALLATION REQUIREMENTS: 1A)ALL POST-INSTALLED ANCHORS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND PER MANUFACTURER'S ON-SITE TRAINING. 1B)ALL ADHESIVE ANCHORS AND ADHESIVE ANCHORED REINFORCEMENT DESIGNS ARE FOR INSTALLATION IN THE FOLLOWING CONDITIONS, UNLESS NOTED OTHERWISE. WRITTEN APPROVAL MUST BE RECEIVED FROM ENGINEER PRIOR TO INSTALLATION IN ALTERNATE CONDITIONS. -DRY CONCRETE, UNLESS NOTED OTHERWISE. -CONCRETE TEMPERATURE AT TIME OF INSTALLATION THROUGH CURE TIME MUST BE WITHIN THE TEMPERATURE RANGE SPECIFIED IN MANUFACTURER'S PRINTED INSTALLATION INSTRUCTION FOR ADHESIVE GEL AND CURE TIMES. -ANCHOR HOLES TO BE HAMMER DRILLED AND CLEANED. -CONCRETE MUST BE AT LEAST 21 DAYS OLD BEFORE INSTALLATION OF ANCHORS. -HOLES TO BE CLEANED AND PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND EVALUATION REPORT PRIOR TO ADHESIVE INJECTION. 1C)THE POSITION OF EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE SHALL BE LOCATED PRIOR TO INSTALLING POST INSTALLED ANCHORS OR REINFORCEMENT. EXISTING REINFORCEMENT SHALL BE LOCATED USING A SCANNER, GPR, X-RAY, CHIPPING OR OTHER MEANS. DO NOT DAMAGE OR CUT EXISTING REINFORCEMENT. 2)SUBSTITUTION REQUESTS: 2A)SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER PRIOR TO USE. CONTRACTOR SHALL PROVIDE CALCULATIONS AND PRODUCT DATA DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS IN COMPLIANCE WITH THE RELEVANT BUILDING CODES, PROVIDES EQUIVALENT LOAD RESISTANCE, INSTALLATION CATEGORY, CREEP APPROVAL, IN-SERVICE TEMPERATURE AND INSTALLATION TEMPERATURE OF THE SPECIFIED PRODUCT. POST-INSTALLED ANCHOR NOTES 1)DEFINITIONS: 1A)STRUCTURAL MASONRY IS DEFINED AS BEING EITHER LOAD BEARING AND/OR SERVING AS PART OF THE LATERAL LOAD RESISTING SYSTEM. STRUCTURAL MASONRY IS SHOWN ON THE STRUCTURAL PLANS AND DEFINED IN SCHEDULES AND DETAILS ON THE STRUCTURAL DRAWINGS. 1B)SEE ARCHITECTURAL DRAWINGS FOR LOCATION, THICKNESS AND EXTENT OF MASONRY PARTITIONS. SEE DETAILS ON SHEET S450 FOR GENERAL MASONRY PARTITION REQUIREMENTS. 2)DESIGN STRENGTH: 2A)DEVELOP 2000 PSI COMPRESSIVE STRENGTH (f’m) IN 28 DAYS. 2B)STEEL REINFORCING: -PRIMARY REINFORCING: ASTM A615, 60 KSI -HORIZONTAL JOINT REINFORCING: ASTM A82, PREFABRICATED, LADDER TYPE 3)SPLICES: 3A)SEE MASONRY LAP SPLICE SCHEDULE FOR LAP LENGTHS. 4)INSTALLATION REQUIREMENTS: 4A)GROUT SOLID ALL CELLS CONTAINING REINFORCING, EMBEDDED ITEMS, AND ALL OTHER CELLS NOTED ON THE CONTRACT DOCUMENTS. MASONRY NOTES 1)CONNECTIONS: 1A)PROVIDE CONNECTIONS AS SHOWN IN THE ‘STEEL BEAM CONNECTION SCHEDULES’ ON SHEETS S510 & S511 AND DETAILS HEREIN. REFER TO SPECIFICATION FOR ALTERNATIVES AND CONNECTIONS NOT SHOWN. 2)WELDING REQUIREMENTS: 2A)WELDERS: HAVE IN POSSESSION CURRENT EVIDENCE OF PASSING THE APPROPRIATE AWS. QUALIFICATION TESTS. 2B)MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16” FILLET, CONTINUOUS UNLESS OTHERWISE NOTED. 2C)WELD SIZES AND LENGTHS CALLED FOR ON THE DRAWINGS ARE THE NET EFFECTIVE REQUIRED. INCREASE WELD SIZE IF GAPS EXIST AT THE FAYING SURFACE. 2D)WELD SIZES SHALL BE AS SHOWN UNLESS A GREATER SIZE IS REQUIRED BY ANSI/AISC 360-05 TABLES J2.3 AND J2.4. 2E)ALL GROOVE WELDS SHALL BE COMPLETE PENETRATION UNLESS NOTED. 2F)FIELD WELDING SYMBOLS INDICATE SUGGESTED SEQUENCE CONSIDERED DURING DESIGN. THE CONTRACTOR SHALL REQUEST APPROVAL FROM THE ENGINEER TO MODIFY WELD INSTALLATION LOCATION INDICATED ON THE DOCUMENTS: -FROM SHOP TO FIELD -FROM FIELD TO SHOP 3)COMPOSITE GRAVITY FRAMING: 3A)COMPOSITE BEAMS ARE DESIGNED ASSUMING STUDS ARE INSTALLED IN THE WEAK POSITION (Rp = 0.6). SEE TYPICAL METAL DECK DETAILS FOR PLACEMENT REQUIREMENTS. 3B)COMPOSITE GIRDERS ARE DESIGNED ASSUMING STUDS ARE WELDED THROUGH THE METAL DECK AND/OR METAL DECKING/SHEET STEEL COVERS MORE THAN HALF OF THE TOP FLANGE (Rp = 0.75). SEE TYPICAL METAL DECK DETAILS FOR PLACEMENT REQUIREMENTS. 4)CAMBER: 4A)FABRICATE BEAMS SUCH THAT ROLLING OR FABRICATION INDUCED CAMBER IS UP AFTER ERECTION. 4B)CAMBER SHOWN IS BASED ON THE COMPUTED DEFLECTION OF THE BEAM DUE TO SELF WEIGHT OF CONCRETE PLACED. DESIGN IS BASED ON THE THEORETICAL CONCRETE THICKNESS PLUS 3/8” THICKNESS FOR DECK LEVELING AND 1/2” THICKNESS FOR BEAM LEVELING. INCLUDE QUANTITY OF ADDED CONCRETE DUE TO DECK AND BEAM DEFLECTION IN BID. 4C)VALUE NOTED ON PLAN IS IN-PLACE CAMBER, AFTER ERECTION, PRIOR TO PLACING CONCRETE. ADJUST FABRICATION AS REQUIRED TO ACHIEVE CAMBER SPECIFIED WITHIN TOLERANCES. 5)STRUCTURAL STEEL INSTALLATION: 5A)ALL HIGH STRENGTH BOLTS USED IN COLUMN SPLICES, CONNECTIONS OF BEAMS AND GIRDERS TO COLUMNS, AND WHERE NOTED ON THE DRAWINGS AS TYPE “SC” OR OTHER TYPE FOLLOWED BY “PT”, SHALL BE TENSIONED TO THE VALUES OF TABLE J3.1 OF ANSI/AISC 360-10 . OTHER HIGH-STRENGTH BOLTS MAY BE INSTALLED SNUG TIGHT AS DEFINED BY AISC. 6)STEEL JOISTS: 6A)DESIGNED, FABRICATED, AND ERECTED IN ACCORDANCE WITH THE STEEL JOIST INSTITUTE (SJI) STANDARD SPECIFICATIONS, 43RD EDITION (2010). 6B)SIZE, TYPE, AND SPACING OF JOIST BRIDGING PER CURRENT SJI REQUIREMENTS. USE ‘X’ BRIDGING AT DISCONTINUOUS ENDS OF BRIDGING UNLESS OTHERWISE NOTED ON PLANS OR DETAILS. 6C)REFER TO PLANS, DETAILS, AND JOIST LOAD MAP ON SHEET S010 FOR ADDITIONAL JOIST DESIGN REQUIREMENTS INCLUDING UNBALANCED, CONCENTRATED, AXIAL, AND UPLIFT LOADS. THE STEEL JOIST SUPPLIER SHALL DESIGN ALL JOISTS LABELED 'SP' FOR LOADING DESCRIBED IN JOIST LOAD MAP NOTES ON SHEET S010. 6D)DESIGN JOISTS AND BRIDGING FOR NET UPLIFT FORCES INDICATED IN DESIGN CRITERIA. 7)METAL DECK: 7A)SEE ‘METAL DECK SCHEDULE’ ON SHEET S530 FOR MATERIALS, PROFILE, AND CONNECTIONS TO STRUCTURE. 7B)QUALITY CONTROL AND QUALITY ASSURANCE FOR STEEL DECK INSTALLATION SHALL BE IN ACCORDANCE WITH SDI QA/QC-2011, “STANDARD FOR QUALITY CONTROL AND QUALITY ASSURANCE FOR THE INSTALLATION OF STEEL DECK”. 7C)DECK DESIGN IS IN ACCORDANCE WITH STEEL DECK INSTITUTE (SDI) FLOOR DECK DESIGN MANUAL (2014), SDI ROOF DECK DESIGN MANUAL (2013), AND SDI DIAPHRAGM DESIGN MANUAL, 4TH EDITION (2015) 7D)PLACE CONCRETE ON METAL DECK IN ACCORDANCE WITH SDI FLOOR DECK DESIGN MANUAL (2014) TO LIMIT CONSTRUCTION LOADS TO ALLOWABLE MAGNITUDES. 7E)REINFORCE OPENINGS IN METAL ROOF DECK AND FLOOR DECK SUPPORTING CONCRETE FILL IN ACCORDANCE WITH TYPICAL DECK OPENING DETAILS. 7F)INSTALL DECK OVER 4 SUPPORTS (3 SPAN CONTINUOUS) UNLESS NOTED OTHERWISE. DO NOT INSTALL DECK AS SINGLE SPAN UNLESS SPECIFICALLY SHOWN ON DRAWINGS. 7G)PROVIDE DECK ATTACHMENTS AS NOTED ON DRAWINGS. 8)STRUCTURAL COLD FORMED STEEL FRAMING: 8A)COLD FORMED METAL FRAMING IS A PERFORMANCE SPECIFIED ITEM DESIGNED BY THE CONTRACTOR. PROVIDE STUD DEPTH INDICATED ON THE DRAWINGS. DO NOT EXCEED MAXIMUM SPACING INDICATED. VARY FLANGE WIDTH, GAGE, YIELD STRENGTH, BRACING, STUD SPACING, ETC. AS REQUIRED TO SATISFY PERFORMANCE CRITERIA IN THE CONTRACT DOCUMENTS. MINIMUM STUD GAGE SPECIFIED IS REQUIRED FOR ATTACHMENT OF OTHER MATERIALS TO STUDS. DO NOT BASE BIDS ON MINIMUM GAGE OR MAXIMUM SPACING SPECIFIED. 8B)REFER TO DETAILS FOR MINIMUM CONNECTIONS AND OTHER REQUIREMENTS. DO NOT IMPOSE FORCES ON THE BUILDING STRUCTURE IN DIRECTIONS OR AT LOCATIONS OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS. DO NOT IMPOSE FORCES LARGER THAN SPECIFIED. CONNECTIONS TO CONCRETE SHALL NOT USE PAFs TO RESIST TENSION LOADS. STEEL NOTES SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PR I N C I P A L : EO R : DE S I G N E R : PR O J E C T M A N A G E R : MM J O B # : DA T E P R I N T E D : FI L E P A T H : 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET 3/4" = 1'-0" 10 / 3 1 / 2 0 1 6 1 1 : 1 7 : 0 9 A M C: \ P r o j \ 1 6 . 0 1 1 7 . S . 0 1 - E S T E S _ C O M M U N I T Y _ C E N T E R - R S 1 6_ e s a b i a . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 NOTES S003 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED S A B I A , K A T I E H O Y T ED S A B I A RA L P H R E M P E L 16 . 0 1 1 7 . S . 0 1 DW I G H T G I L B E R T SVT = CONTRACTOR SHALL PROVIDE CONCRETE WITH REDUCED WATER IN ORDER TO ACHIEVE THE SLAB VAPOR TRANSMISSION REQUIRED FOR THE SPECIFIED FLOORING MATERIALS c. ABBREVIATIONS FOR OTHER REQUIREMENTS AS FOLLOWS: b. WHERE AIR CONTENT IS INDICATED IN THE MIX TABLE, PROVIDE AIR ENTRAINING ADMIXTURE. TOTAL AIR CONTENT LIMITS INCLUDE BOTH ENTRAINED AND ENTRAPPED AIR +/- 1 1/2%. ‘NP’ IN COLUMN INDICATES ADDITION OF ENTRAINED AIR IS NOT PERMITTED EXCEPT WHERE CONTRACTOR CAN DEMONSTRATE THAT SLABS WITH ENTRAINED AIR WILL HAVE A FINISH ACCEPTABLE TO THE ARCHITECT WITHOUT BLISTERS. AIR CONTENT NOTED IS BASED ON 3/4" AGGREGATE. IF 3/8” AGGREGATE IS USED, INCREASE AIR CONTENT BY 1 1/2%. 1”: #57 AGGREGATE 3/4”: #67 AGGREGATE a. FOR THE MAXIMUM COARSE AGGREGATE SIZE INDICATED, USE THE FOLLOWING AGGREGATE SIZE NUMBERS PER ASTM C33: FOR CONCRETE PLACED BY PUMPING PROVIDE CONCRETE MIX FLOWABILITY TO FACILITATE PUMPING. ENTRAINED AIR MAY BE USED TO FACILITATE PUMPING SUBJECT TO THE PROVISIONS OF NOTE b BELOW. USE TYPE I / II PORTLAND CEMENT UNLESS NOTED OTHERWISE. FOR CONCRETE MIXES USED ON FLOORS MINIMUM CEMENTITIOUS CONTENT SHALL BE 540 POUNDS PER CUBIC YARD - PROVIDE WORKABILITY AND CONSISTENCY TO PERMIT CONCRETE TO BE WORKED READILY INTO FORMS AND AROUND REINFORCEMENT UNDER CONDITIONS OF PLACEMENT TO BE EMPLOYED, WITHOUT SEGREGATION OR EXCESSIVE BLEEDING. CONTRACTOR SHALL SELECT APPROPRIATE SLUMP. USE ADMIXTURES AS REQUIRED TO OBTAIN DESIRED RESULTS. - PROVIDE THE MINIMUM COMPRESSIVE STRENGTH AS INDICATED IN THE MIX TABLE. DO NOT EXCEED THE MAXIMUM WATER-CEMENT RATIO NOTED. PROPORTIONS OF MATERIALS IN CONCRETE MIX SHALL BE ESTABLISHED TO: CONCRETE MIX TABLE NOTES: 7 ALL CONC OTHERWISE NOT SPECIFIED 4 NWC 0.50 3/4 6 - 6 SLAB ON GRADE WITH MOISTURE SENSITIVE FLOORING 3.5 NWC - 1 NP SVT 5 INT SLABS ON GRADE 3.5 NWC - 1 NP 4 INT TOPPING SLABS, SLABS ON DECK 3.5 NWC 0.50 3/4 NP 3 ALL CONC EXPOSED TO WEATHER OR DEICERS: BEAMS, SLABS, WALLS 5 NWC 0.40 3/4 6 - 2 FOOTINGS, PILASTERS, STEM WALLS, BASEMENT WALLS, EXPOSED TO MOISTURE OR FREEZING 4.5 NWC - 3/4 5 - 1 FOOTINGS, PILASTERS, STEM WALLS, BASEMENT WALLS NOT EXPOSED TO MOISTURE OR FREEZING 3 NWC - 1 - - CONC MIX TYPE INTENDED USE 28 DAY STRENGTH f'c (KSI) CONC WEIGHT MAX W/C RATIO, INCLUDING FLY ASH MAX AGGREGATE SIZE (IN), NOTE a TOTAL AIR CONTENT (%), NOTE b OTHER REQTS, NOTE c CONCRETE MIX TABLE SCREW ANCHORS HILTI KWIK HUS-EZ - - SUBMIT CALCULATIONS FOR SUBSTITUTIONS EXPANSION ANCHORS (IN GROUTED MASONRY)HILTI KWIK BOLT 3 - - SUBMIT CALCULATIONS FOR SUBSTITUTIONS EXPANSION ANCHORS (IN CONCRETE)HILTI KWIK BOLT TZ - - SUBMIT CALCULATIONS FOR SUBSTITUTIONS ADHESIVE ANCHOR RODS -36 MIN 58 MIN THREADED ROD, UNGREASED ADHESIVE (IN GROUTED OR HOLLOW MASONRY)HILTI HIT-HY 70 - - SUBMIT CALCULATIONS FOR SUBSTITUTIONS ADHESIVE (IN CONCRETE W/>12" EMBEDMENT)HILTI HIT-RE 500 V3 - - SUBMIT CALCULATIONS FOR SUBSTITUTIONS ADHESIVE (IN CONCRETE)HILTI HIT-HY 200 - - SUBMIT CALCULATIONS FOR SUBSTITUTIONS ANCHOR TYPE PRODUCT Fy (KSI) Fu (KSI)COMMENT POST-INSTALLED ANCHOR TABLE EPOXY COATING OF REINFORCING A775 OR A934 - - - WELDED WIRE REINFORCING, DEFORMED A1064 70 80 - WELDED WIRE REINFORCING, SMOOTH A1064 65 75 - WELDED & FIELD BENT REINF A706 60 80 - TYP REINFORCING A615 60 90 - REINF ELEMENT ASTM Fy (KSI) Fu (KSI) COMMENTS REINFORCING MATERIAL TABLE WF, WT A992 50 65 -- WELDING ELECTRODES, THICKNESS OF THINNER PART ≤ 0.1 INCHES (12 GA) E60 OR E70 -- -- PER AWS WELDING ELECTRODES, THICKNESS OF THINNER PART > 0.1 INCHES (12 GA) E70 PER AWS ROUND HSS A500 GR C 46 62 -- RECT HSS A500 GR C 50 62 -- PLATES A36 36 58 -- PIPE A53 GR B 35 60 -- OTHER SHAPES A36 36 58 -- HAS A108 51 65 STUDS ARE 3/4"Ø UNO DAS A1064 70 80 -- COLD-FORMED TRACK, ALL THICKNESSES A1003 33 -- -- COLD-FORMED STUDS/PLATE, 54 MIL AND HEAVIER A1003 50 -- -- COLD-FORMED STUDS/PLATE, 33 AND 43 MIL A1003 33 -- -- BOLTS F3125 - TYPE A325 OR F1852 -- 120 BOLTS ARE 3/4"Ø UNO, USE TENSION- CONTROLLED WHERE POSSIBLE ANCHOR RODS IN MASONRY F1554 GR 36, F1554 GR 55, OR A307 GRADE A/C 36 58 WELDABLE, STD HEX HEAD ANCHOR RODS F1554 GR 55 55 75 WELDABLE, HEAVY HEX HEADED STEEL ELEMENT ASTM/TYPE Fy (KSI) Fu (KSI)COMMENTS STEEL MATERIAL TABLE * 1 MIL = 1/1000" NOTE: 12 97 14 68 16 54 18 43 20 33 22 27 GAUGE MINIMUM THICKNESS (MILS*) METAL GAUGE CONVERSION WOOD NOTES 1)LAMINATED MEMBER SIZES: 1A)LVL, GLU-LAM AND AND OTHER FABRICATED MEMBERS SIZES SHOWN ARE NET. OTHER MEMBER SIZES ARE NOMINAL. 2)FABRICATED LUMBER: 2A)FABRICATED LUMBER DESIGNATIONS ARE THOSE MANUFACTURED BY iLEVEL, BOISE, IDAHO. 2B)FABRICATED LUMBER IS DESIGNATED ON THE DRAWINGS AS ONE OF THE FOLLOWING: TJI JOISTS, MICROLLAM (LVL), OR PARALLAM (PSL). 2C)THE MANUFACTURER SHALL PROVIDE WEB STIFFENERS ON I-JOISTS, END BLOCKING, BRIDGING, AND ERECTION BRACING AS REQUIRED. 2D)FABRICATED LUMBER SHALL BE DRY. 3)GLUED LAMINATED MEMBERS: 3A)COMBINATION SYMBOL: 24F-V4, TRUSS DESIGNER MAY PROVIDE PROPERTIES AS DESIRED 3B)MINIMUM DESIGN VALUES ARE BASED ON THE 2012 NDS. 4)FRAMING LUMBER: 4A)DRY (19% MAXIMUM MOISTURE CONTENT AT THE TIME OF INSTALLATION), DOUGLAS FIR-LARCH WITH MINIMUM DESIGN VALUES BASED ON THE 2012 NDS. SILL PLATES SHALL BE STUD GRADE. 5)METAL CONNECTORS: 5A)FRAMING CONNECTOR DESIGNATIONS ARE THOSE MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, SAN LEANDRO, CALIFORNIA. OTHER MANUFACTURER’S PRODUCTS MAY BE USED IF APPROVED BY THE ENGINEER. FURNISH NAILS AND/OR BOLTS OF DIAMETER, LENGTH, AND NUMBER SPECIFIED BY THE MANUFACTURER FOR EACH CONNECTOR. 6)OPENINGS: 6A)OPENING, POCKETS, ETC., SHALL NOT BE PLACED IN BEAMS, JOISTS, RAFTERS, STUDS, POSTS, COLUMNS, TIMBER AND OTHER STRUCTURAL MEMBERS UNLESS DETAILED ON THE STRUCTURAL DRAWINGS. 51 PSF 125 PSF 51 P S F 12 2 P S F 51 P S F 12 2 P S F 51 P S F 14 6 P S F 51 P SF 146 PSF 51 PSF 125 PSF 51 PSF 114 PSF 51 P S F 13 0 P S F 51 PSF 163 PSF 51 PSF 131 PSF 51 PSF 114 PSF 51 PSF 79 PSF 51 PSF 79 PSF 51 PSF 79 PSF 51 PSF 138 PSF 51 PSF 125 PSF 51 PSF 68 PSF 51 PSF 126 PSF 51 PSF 126 PSF 51 P S F 13 0 P S F 51 P S F 11 3 P S F 3 4 6 7 8 A B C D E F H K 1 L M M.6 N P Q A1 A2 A3 A5 A6 AA AB AC AD AE AF AG AH EH EG EF EE E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 NJ 5 A.1 A4 A3.4 EXISTING BUILDING NOT SHOWN 6.5 G J.3 D.8 E.2 11 A1.5 27 ' - 9 " 12'-4"12'-8" 156 PSF 16'-9" 16'-9" 6'-0" 150 PSF 150 PSF 26 ' - 0 " 100 PSF 11 ' - 3 " 167 PSF 15'-0" 22'-0" 20'-0" 11 ' - 3 " 15'-0" 102 PSF 10'-0" 10'-0" 61 PSF 61 PSF 61 PSF 15 ' - 0 " 100 PSF 135 psf 91 psf 11 ' - 4 " 14'-3" 100 PSF 100 PSF 2 100 PSF 13 ' - 4 " 10 13 ' - 4 " 13'-0" SNOW DRIFT APPLIED TO EXISTING BUILDING 10'-0" NOTES: 1. APPROXIMATE LOCATION OF MECHANICAL EQUIPMENT NOTED ON PLAN. CONTRACTOR SHALL VERIFY WEIGHT AND LOCATION WITH EQUIPMENT FURNISHED. INCLUDE THIS INFORMATION IN STEEL JOIST SHOP DRAWING SUBMITTAL. MECHANICAL WEIGHT IS ASSUMED TO BE UNIFORMLY LOAD ENTIRE AREA OF FOOTPRINT. 2. DISTRIBUTED LOADS ARE IN LB/FT² AND SHALL BE MULTIPLIED BY JOIST SPACING FOR JOIST DESIGN. DEAD LOAD SHOWN DOES NOT INCLUDE JOIST SELF-WEIGHT. 3. JOIST MANUFACTURER TO DESIGN JOISTS TO SUPPORT LOADS AS SHOWN ABOVE ACCORDING TO LOAD COMBINATIONS PER APPLICABLE BUILDING CODE. LOADS SHOWN INCLUDE SNOW LOADS SHOWN AT LEFT. 4. DISTRIBUTED LOADS ARE APPLIED TO JOIST TOP CHORD, UNO. 5. ALL LOADS SPECIFIED ARE UNFACTORED. 6.LOADS DESIGNATED B ARE BASKETBALL GOALS. COORDINATE LOAD MAGNITUDE, DIRECTION, AND LOCATION WITH SELECTED GOAL MANUFACTURER. GOALS TO BE CONNECTED TO JOIST BOTTOM CHORD. 7.LOADS DESIGNATED F ARE FANS, 400# MIN. COORDINATE LOAD MAGNITUDE, DIRECTION, AND LOCATION WITH SELECTED FAN MANUFACTURER. FAN TO BE CONNECTED TO JOIST BOTTOM CHORD. 8.SEE DETAILS WITHIN SET FOR ADDITIONAL JOIST LOADING NOT SHOWN HERE. 9.WHERE INDICATED LOAD FALLS BETWEEN JOISTS, ASSUME LOAD IS DISTRIBUTED TO ADJACENT JOISTS BY A SIMPLY SUPPORTED ELEMENT. 3 4 6 7 8 A B C D E F H K 1 L M M.6 N P Q A1 A2 A3 A5 A6 AA AB AC AD AE AF AG AH EH E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 NJ 5 A.1 A4 A3.4 6.5 G J.3 D.8 E.2 11 A1.5 B B B B B F B 10k 15k 2k 11.5k 9.5k F F DESIGN JOISTS FOR PARTITION NET, 100 PLF (BOTTOM CHORD) SEE 16 & 20/S530 SEE 16&20/S530 DESIGN JOISTS FOR OPERABLE PARTITION, 150 PLF (BOTTOM CHORD) 2 4.5 KIPS FOR STACKED OPERABLE PARTITION (BOTTOM CHORD) EQEQ DESIGN JOIST FOR TOP CHORD AXIAL WIND LOAD OF 5 KIPS 13k 10 JOIST DESIGN TO ASSUME LOADS APPLIED TO DOUBLE JOISTS ARE DIVIDED EQUALLY BETWEEN EACH PAIR OF JOISTS COORD JOIST WEB LAYOUT FOR MECH DUCT. GC TO COORD LOCATION 10'-2"70'-6" GC TO COORDINATE LOCATION 14 ' - 1 " COORD JOIST WEB LAYOUT FOR MECH DUCT PER 20/S520. GC TO COORD LOCATION COORDINATE BRIDGING LAYOUT W/ DUCTS WITHIN JOIST DEPTH COORDINATE BRIDGING LAYOUT W/ DUCTS WITHIN JOIST DEPTH JOIST TO BE DESIGNED FOR TOP CHORD LOAD AT EACH CANOPY HSS OF: DEAD LOAD = 2 KIPS SNOW LOAD = 6 KIPS WIND LOAD = ±6.7 KIPS EAST HSS LOCATION CAN BE TAKEN AS HALF THE NORMAL FORCE 0.2 KIPS FOR STACKED FIRE DOOR (BOTTOM CHORD) 1'-6" 15 ' - 5 " SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PR I N C I P A L : EO R : DE S I G N E R : PR O J E C T M A N A G E R : MM J O B # : DA T E P R I N T E D : FI L E P A T H : 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 1 1 : 1 7 : 1 3 A M C: \ P r o j \ 1 6 . 0 1 1 7 . S . 0 1 - E S T E S _ C O M M U N I T Y _ C E N T E R - R S 1 6_ e s a b i a . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 LOADING PLANS S010 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED S A B I A , K A T I E H O Y T ED S A B I A RA L P H R E M P E L 16 . 0 1 1 7 . S . 0 1 DW I G H T G I L B E R T 1/16" = 1'-0" ROOF - SNOW LOAD MAP1 1/16" = 1'-0" ROOF - JOIST LOAD MAP2 NOTES: 1.ALL ROOFS DESIGNED FOR 51 PSF MIN. 2.INDICATED DRIFTS APPLY OVER FULL LENGTH OF ROOF SECTION. 3.SNOW LOADS INDICATED ARE UNFACTORED. 19 PSF LOW ROOF SOUTH OF M.6 NO HATCH 15 PSF TYP UNO 72 PSF MECH WEIGHT SHOWN IS ADDITIONAL SYMBOL DEAD LOAD REMARKS JOIST LOADING STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING QUALITY ASSURANCE GENERAL NOTES 1)GENERAL: 1A)SCOPE OF WORK -THE OWNER WILL ENGAGE A QUALIFIED INSPECTION AND TESTING AGENCY(S) TO PERFORM SPECIAL INSPECTIONS AND TESTING FOR ALL STRUCTURAL MEMBERS AND ASSEMBLIES AS NOTED HEREIN. -SPECIAL INSPECTIONS ARE IN ADDITION TO INSPECTIONS BY THE AUTHORITY HAVING JURISDICTION REQUIRED BY IBC 2015 SECTION 110. -REFER TO THE SPECIFICATIONS FOR REPORTING AND PROCEDURAL REQUIREMENTS FOR QUALITY ASSURANCE AND QUALITY CONTROL. -REFER TO ARCH/MECH/ELEC/CIVIL SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL SPECIAL INSPECTION AND TESTING THAT MAY BE REQUIRED. -SPECIAL INSPECTIONS AND TESTING ARE APPLICABLE TO ALL REVISIONS AND/OR FUTURE WORK ADDED BY AMENDMENTS TO THESE DOCUMENTS. 1B)DEFINITIONS -SPECIAL INSPECTOR: THE AGENCY ENGAGED BY THE OWNER AND APPROVED BY THE AUTHORITY HAVING JURISDICTION TO ACT AS THE DESIGNATED REPRESENTATIVE TO PERFORM INSPECTIONS. -SPECIAL INSPECTION: INSPECTION PERFORMED BY THE SPECIAL INSPECTOR ACCORDING TO IBC 2015 SECTION 1704 TO ENSURE COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS. -(P) PERIODIC INSPECTION: THE PART-TIME OR INTERMITTENT OBSERVATION BY THE SPECIAL INSPECTOR OF WORK BEING PERFORMED. SPECIAL INSPECTOR SHALL BE PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. OBSERVATION OF ALL WORK (100% VISUAL) SHALL BE MADE AT THE COMPLETION OF THE WORK. -(C) CONTINUOUS INSPECTION: THE FULL-TIME OBSERVATION BY THE SPECIAL INSPECTOR OF WORK BEING PERFORMED. SPECIAL INSPECTOR SHALL BE PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. OBSERVATION OF ALL WORK (100% VISUAL) SHALL BE MADE AT THE COMPLETION OF THE WORK. 1C)DEFICIENCIES IN WORK -CORRECT DEFICIENCIES IN WORK THAT TESTS AND INSPECTIONS INDICATE DO NOT COMPLY WITH THE CONTRACT DOCUMENTS AND REFERENCED STANDARDS. -ALL COST OF ADDITIONAL TESTING AND/OR INSPECTIONS FOR CORRECTIVE WORK SHALL BE BORNE BY THE CONTRACTOR. 2)SHOP FABRICATIONS: 2A)GENERAL -PERFORM INSPECTIONS AND TESTING FOR ALL SHOP FABRICATED STRUCTURAL MEMBERS AND ASSEMBLIES AS NOTED HEREIN. SPECIAL INSPECTOR SHALL PERFORM SPECIAL INSPECTIONS AND TESTING UNLESS THE FABRICATOR IS REGISTERED AND APPROVED BY THE AUTHORITY HAVING JURISDICTION TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION OR FABRICATION HAS A CURRENT ICC-ES EVALUATION REPORT. -SPECIAL INSPECTOR SHALL VERIFY THE FABRICATOR MAINTAINS AND FOLLOWS DETAILED SHOP FABRICATION AND QUALITY CONTROL PROCEDURES, UNLESS FABRICATOR IS REGISTERED AND APPROVED. -AT THE COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE AUTHORITY HAVING JURISDICTION ACCORDING TO IBC 2015 SECTION 1704.2.5.1. -APPROVED FABRICATORS MAY PERFORM TESTING NOTED HEREIN EXCEPT THAT NONDESTRUCTIVE TESTING (NDT) SHALL ONLY BE PERFORMED BY PERSONNEL WITH QUALIFICATIONS THAT MEET OR EXCEED THE CRITERIA OF AWS D1.1 SUBCLAUSE 6.14.6 AND AMERICAN SOCIETY FOR NONDESTRUCTIVE TESTING (ASNT) SNT-TC-1A OR ASNT CP-189. 2B)SHOP FABRICATIONS INCLUDED -SHOP FABRICATED STRUCTURAL STEEL INCLUDING STAIRS AND RAILING ELEMENTS -SHOP FABRICATED COLD FORMED STEEL ELEMENTS SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: PR I N C I P A L : EO R : DE S I G N E R : PR O J E C T M A N A G E R : MM J O B # : DA T E P R I N T E D : FI L E P A T H : 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 12" = 1'-0" 12 / 1 3 / 2 0 1 6 2 : 0 1 : 0 6 P M C: \ P r o j \ 1 6 . 0 1 1 7 . S . 0 1 - E S T E S _ C O M M U N I T Y _ C E N T E R - R S 1 6_ e s a b i a . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 QUALITY ASSURANCE S020 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED S A B I A , K A T I E H O Y T ED S A B I A RA L P H R E M P E L 16 . 0 1 1 7 . S . 0 1 DW I G H T G I L B E R T - CURING P ACI 301-10 5.3.6 - - PLACEMENT OF CONCRETE C ACI 301-10 5.3.2 - - FORMWORK PRIOR TO PLACEMENT OF CONCRETE P ACI 301-10 2.2-2.3 INSPECT FIRST POUR OF EACH TYPE (GRADE BEAM, COLUMN, STRUCTURAL SLAB, SLAB-ON-DECK, ETC.) - MIX DESIGN EACH TRUCK - VERIFY USE OF APPROVED DESIGN MIXTURE FOR EACH TRUCK LOAD CONCRETE - WELDING - - INSPECT PER THE STRUCTURAL STEEL TABLE - PRIOR TO PLACEMENT OF CONCRETE 100% - VERIFY TYPE, FINISH, DIAMETER, LENGTH, QUANTITY, EMBEDMENT LENGTH, SPACING AND EDGE DISTANCES. VERIFY USE OF PLACING TEMPLATE WHERE SPECIFIED BOLTS AND EMBEDMENTS - MECHANICAL CONNECTORS C ICC-ES REPORT - - COATED REINFORCING P ACI 301 3.2.1.2 - - FIELD BENDING P ACI 301 3.3.2.8 - - WELDING C AWS D1.4 VERIFY ASTM A706 REINFORCING STEEL - PRIOR TO PLACEMENT OF CONCRETE 100% - DURING PLACEMENT P ACI 301-10 3.2-3.3 VERIFY GRADE, FINISH, SIZE, BAR QUANTITY, LOCATION, SPACING, COVER, HOOK LENGTHS, SPLICE LENGTH, SPLICE LOCATIONS, BEND DIAMETERS, COATING, SURFACE CONDITION, AND SUPPORT REINFORCING STEEL ITEM FREQUENCY STANDARD CRITERIA STRUCTURAL CONCRETE SPECIAL INSPECTIONS 2.REPORTS OF COMPRESSIVE STRENGTH TESTS SHALL CONTAIN THE FOLLOWING INFORMATION: DATE OF CONCRETE PLACEMENT, LOCATION OF CONCRETE BATCH IN WORK, DESIGN 28-DAY COMPRESSIVE STRENGTH, CONCRETE SUPPLIER AND MIXTURE ID NUMBER, TIME OF BATCH AND PLACEMENT, AMBIENT AIR TEMPERATURE, SITE ADDED WATER AND ADMIXTURES, UNIT WEIGHT, AND AS REQUIRED BY ASTM C39. 1.NONDESTRUCTIVE TESTING MAY BE PERMITTED BY THE ARCHITECT, BUT WILL NOT BE USED AS SOLE BASIS FOR APPROVAL OR REJECTION OF DEFICIENT CONCRETE. STRUCTURAL CONCRETE TESTING NOTES: - MEASURE CONCRETE FLOOR FLATNESS (FF) AND FLOOR LEVELNESS (FL) - ASTM E1155 PERFORM MEASUREMENTS WITHIN 48 HOURS OF FINISHING OPERATIONS AND PRIOR TO REMOVAL OF SHORES OR FORMS. MEASURE AREAS INDICATED IN THE SPECIFICATIONS FLOOR FLATNESS REQUIREMENTS - COMPRESSIVE STRENGTH EACH COMPOSITE SAMPLE ASTM C31 ASTM C39 EITHER: (4)6x12 OR (6)4x8 CYLINDERS TEST PER SCHEDULE BELOW: - 7 DAYS: (1)6x12 OR (1)4x8 - 28 DAYS: (2)6x12 OR (3)4x8 - 56 DAYS: (1)6x12 OR (2)4x8 (IF 28 DAY TESTS DO NOT ACHIEVE SPECIFIED 28 DAY STRENGTH) ACCEPTANCE CRITERIA PER ACI 318 - COLD WEATHER CURING - ASTM C1074 RECORD MAXIMUM AND MINIMUM CONCRETE TEMPERATURE DURING CURING PERIOD, WHEN DAILY AVERAGE AIR TEMPERATURE OF 40 °F OR BELOW IS EXPECTED FOR 3 SUCCESSIVE DAYS DURING CURING PERIOD - TEMPERATURE EACH COMPOSITE SAMPLE AND 60 MINUTE INTERVALS ASTM C1064 REQUIRED WHEN AIR TEMPERATURE IS 40 °F AND BELOW OR 80°F AND ABOVE - AIR CONTENT WHEN AIR ENTRAINMENT IS SPECIFIED EACH COMPOSITE SAMPLE ASTM C231 PRESSURE METHOD (NWC) - - SLUMP/SLUMP FLOW EACH COMPOSITE SAMPLE ASTM C143 (SLUMP) OR ASTM C1611 (SLUMP FLOW) SPECIFIED SLUMP SHALL BE AS SUMBITTED IN THE MIX DESIGN ± 1 1/2". PERFORM ADDITIONAL TESTS WHEN CONCRETE CONSISTENCY APPEARS TO CHANGE - COMPOSITE SAMPLE 100 CY/MIX/DAY ASTM C172 OBTAIN AT POINT OF PLACEMENT. ADJUST FREQUENCY AS REQUIRED TO PROVIDE MINIMUM 5 TOTAL TESTS PER MIX BUT NOT MORE THAN ONE SAMPLE PER TRUCK LOAD CONCRETE - WELDING - - PER STRUCTURAL STEEL TESTING REINFORCING STEEL, BOLTS AND EMBEDMENTS ITEM FREQUENCY STANDARD CRITERIA STRUCTURAL CONCRETE TESTING - CURE TIME 100% VISUAL - VERIFY FULL CURE TIME HAS ELAPSED PRIOR TO APPLICATION OF TORQUE OR LOAD TO ANCHOR - AFTER INSTALLATION OF ATTACHED ASSEMBLY 100% VISUAL - VERIFY NUMBER, EDGE DISTANCES, AND ANCHOR FLUSH WITH AND PERPENDICULAR TO THE RECEIVING SURFACE - DURING INSTALLATION OF ANCHOR C ICC-ES REPORT CONTINUOUS INSPECTION REQUIRED REGARDLESS IF PERIODIC INSPECTION IS PERMITTED BY ICC-ES REPORT. VERIFY HOLE DIMENSIONS, HOLE CLEANING, ANCHOR EMBEDMENT, EDGE DISTANCES AND SPACING - PRIOR TO INSTALLATION OF ANCHOR EACH ANCHOR ICC-ES REPORT VERIFY TYPE, DIAMETER, LENGTH, FINISH, AND BASE MATERIAL. VERIFY SOLID GROUTED AREA AROUND ANCHORS IN GROUTED MASONRY - PRIOR TO START OF WORK - ICC-ES REPORT REVIEW CONTRACTOR'S INSTALLATION PROCEDURE ADHESIVE ANCHORS, REINFORCING STEEL ANCHORED INTO HARDENED CONCRETE - AFTER INSTALLATION OF ATTACHED ASSEMBLY 100% VISUAL - VERIFY NUMBER, EDGE DISTANCES, AND ANCHOR FLUSH WITH AND PERPENDICULAR TO THE RECEIVING SURFACE - DURING INSTALLATION OF ANCHOR C ICC-ES REPORT CONTINUOUS INSPECTION REQUIRED REGARDLESS IF PERIODIC INSPECTION IS PERMITTED BY ICC-ES REPORT. VERIFY HOLE DIMENSIONS, HOLE CLEANING, ANCHOR EMBEDMENT, EDGE DISTANCES AND SPACING - PRIOR TO INSTALLATION OF ANCHOR EACH ANCHOR ICC-ES REPORT VERIFY TYPE, DIAMETER, LENGTH, FINISH, AND BASE MATERIAL. VERIFY SOLID GROUTED AREA AROUND ANCHORS IN GROUTED MASONRY. VERIFY MAXIMUM IMPACT WRENCH TORQUE RATING FOR SCREW ANCHORS - PRIOR TO START OF WORK - ICC-ES REPORT REVIEW CONTRACTOR'S INSTALLATION PROCEDURE EXPANSION ANCHORS, SLEEVE ANCHORS, SCREW ANCHORS ITEM FREQUENCY STANDARD CRITERIA POST-INSTALLED ANCHORS/REINFORCING STEEL SPECIAL INSPECTIONS - TENSION TEST FIRST 3 AND 1% OF REMAINING ASTM E488 STATIC TENSION TEST THE INSTALLATION OF THE FIRST 3 OF EACH TYPE, BASE MATERIAL, AND POSITION (DOWN, HORIZONTAL, OVERHEAD). OBSERVE ASTM E488 MINIMUM EDGE DISTANCES FOR DETERMINING TEST LOCATIONS. SUBMIT PROPOSED TEST LOCATIONS AND REQUESTS FOR REQUIRED TENSION TEST LOAD VALUES TO ENGINEER ADHESIVE ANCHORS, REINFORCING STEEL ANCHORED INTO HARDENED CONCRETE - TORQUE TEST 100% - TEST ANCHOR WITH CALIBRATED TORQUE WRENCH TO 100% OF THE INSTALLATION TORQUE NOTED IN ICC-ES REPORT. ATTAIN SPECIFIED TORQUE WITHIN 1/2 TURN OF THE NUT EXPANSION ANCHORS, SLEEVE ANCHORS, SCREW ANCHORS ITEM FREQUENCY STANDARD CRITERIA POST-INSTALLED ANCHOR/REINFORCING STEEL TESTING - OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS, AND/OR PRISMS - IF NECESSARY P TMS 602, Art. 1.4B ASTM C1019, ASTM C1314 - PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING HOT AND COLD WEATHER P TMS 602, Art. 1.8C AND 1.8D REQUIRED WHEN AIR TEMPERATURE IS BELOW 40°F OR ABOVE 90°F - WELDING OF REINFORCEMENT C PER STRUCTURAL STEEL TABLE - - TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES, OR OTHER CONSTRUCTIONS P - - - SIZE AND LOCATION OF STRUCTURAL ELEMENTS P TMS 602, Art. 3.3F - VERIFY DURING CONSTRUCTION - CONSTRUCTION OF MORTAR JOINTS P TMS 602, Art. 3.3B - - MIX DESIGN FOR OFF-SITE PREPARED GROUT EACH TRUCK PER STRUCTURAL CONC TABLE - - PROPORTIONS OF SITE -PREPARED GROUT P TMS 602, Art. 2.6B ASTM C476 - PLACEMENT OF REINFORCEMENT AND CONNECTORS (REBAR, JOINT REINCOREMENT, AND TIES) P TMS 602, Art. 3.2E AND 3.34.4 VERIFY TYPE, SIZE, QUANTITY, LOCATION, SPACING, COVER, SPLICE LENTGH, SPLICE LOCATION, SURFACE CONDITION, SUPPOR, AND SECURING. SEE STRUCTURAL CONCRETE TABLE FOR FIELD BENDING, COATED REINFORCEMENT, AND MECHANICAL CONNECTORS - GRADE, TYPE, SIZE OF REINFORCEMENT AND ANCHOR BOLTS P TMS 602 Art. 2.4 AND 3.4 VERIFY TYPE, FINISH, DIAMETER, LENGTH, QUANTITY, EMBEDMENT LENGTH, SPACING AND EDGE DISTANCE. VERIFY GROUT SPACE AROUND ANCHORS IN FACE SHELL - GROUT SPACE P TMS 602, Art. 3.2D AND 3.2F VERIFY GROUT SPACE IS FREE OF MORTAR DROPPINGS AND DEBRIS, AND CLEANOUTS PROVIDED AS REQUIRED PRIOR TO GROUTING, VERFIY THAT THE FOLLOWING ARE IN COMPLIANCE - LOCATION OF REINFORCEMENT AND CONNECTORS P TMS 602, Art.3.4 - - CONSTRUCTION OF MORTAR JOINTS P TMS 602, Art. 3.3B - - PROPORTIONS OF SITE-PREPARED MORTAR P TMS 602, Art. 2.1 AND 2.6A - AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE - VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS P TMS 602, Art 1.5 - ITEM FREQUENCY STANDARD CRITERIA STRUCTURAL MASONRY SPECIAL INSPECTIONS (LEVEL B) - WELDING REINFORCEMENT, BOLTS, AND EMBEDMENTS - - PER STRUCTURAL STEEL TESTING - SELF-CONSOLIDATING GROUT SLUMP FLOW EACH TRUCK ASTM C1611 VERIFY SLUMP FLOW AND VISUAL STABILTY INDEX ITEM FREQUENCY STANDARD CRITERIA STRUCTURAL MASONRY TESTING (LEVEL B) 4 12-14-16 BULLETIN NO. 4 SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PR I N C I P A L : EO R : DE S I G N E R : PR O J E C T M A N A G E R : MM J O B # : DA T E P R I N T E D : FI L E P A T H : 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET 10 / 3 1 / 2 0 1 6 1 1 : 1 7 : 2 1 A M C: \ P r o j \ 1 6 . 0 1 1 7 . S . 0 1 - E S T E S _ C O M M U N I T Y _ C E N T E R - R S 1 6_ e s a b i a . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 QUALITY ASSURANCE S021 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED S A B I A , K A T I E H O Y T ED S A B I A RA L P H R E M P E L 16 . 0 1 1 7 . S . 0 1 DW I G H T G I L B E R T OBSERVE - OBSERVE THESE ITEMS ON A RANDOM BASIS PERFORM - THESE INSPECTIONS SHALL BE PERFORMED FOR EACH WELDED CONNECTION, EACH BOLTED CONNECTION, AND EACH ITEM, PRIOR TO ACCEPTANCE - DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS PERFORM DOCUMENT ACCEPTANCE OR REJECTION OF WELDED MEMBER OR JOINT - AFTER BOLTING - PRETENSIONED AND SLIP-CRITICAL JOINTS USING CALIBRATED WRENCH OR TURN-OF-NUT METHOD WITHOUT MATCHMARKING PERFORM AISC 360, CHAPTER N AND RCSC SPECIFICATION JOINT BROUGHT IN SNUG-TIGHT CONDITION PRIOR TO PRETENSIONING, FASTENER PREVENTED FROM ROTATING, PRETENSIONED IN PROPER SEQUENCE. INSPECTOR SHALL BE RESENT DURING INSTALLATION OF FASTENERS - PRETENSIONED AND SLIP-CRITICAL JOINTS OBSERVE AISC 360, CHAPTER N AND RCSC SPECIFICATION JOINT BROUGHT IN SNUG-TIGHT CONDITION PRIOR TO PRETENSIONING, FASTENER PREVENTED FROM ROTATING, PRETENSIONED IN PROPER SEQUENCE - FASTENERS PLACED IN ALL HOLES AND POSITIONED AS REQUIRED OBSERVE AISC 360, CHAPTER N - DURING BOLTING - PROPER STORAGE FOR FASTENER COMPONENTS OBSERVE AISC 360, CHAPTER N - - PRE-INSTALLATION VERIFICATION TESTING OBSERVE AISC 360, CHAPTER N NOT APPLICABLE FOR SNUG TIGHT JOINTS - CONNECTING ELEMENTS MEET REQUIREMENTS, INCLUDING HOLE REPARATION AND FAYING SURFACE OBSERVE AISC 360, CHAPTER N - - PROPER FASTENERS AND BOLTING PROCEDURE SELECTED FOR JOINT DETAIL OBSERVE AISC 360, CHAPTER N - - FASTENERS MARKS IN ACCORDANCE WITH ASTM REQUIREMENTS OBSERVE AISC 360, CHAPTER N - - REVIEW MANUFACTURER CERTIFICATIONS FOR FASTENER MATERIALS PERFORM AISC 360, CHAPTER N - PRIOR TO BOLTING - DOCUMENT ACCEPTANCE OR REJECTION OF WELDED MEMBER OR JOINT PERFORM AISC 360, CHAPTER N - - PLACEMENT AND INSTALLATION OF HEADED STUD ANCHORS PERFORM AISC 360, CHAPTER N - - REPAIR ACTIVITIES PERFORM AISC 360, CHAPTER N - - BACKING AND WELD TABS REMOVED WHERE REQUIRED.PERFORM AISC 360, CHAPTER N - K-AREA PERFORM AISC 360, CHAPTER N - - ARC STRIKES PERFORM AISC 360, CHAPTER N - - WELDS MEET VISUAL ACCEPTANCE CRITERIA PERFORM AISC 360, CHAPTER N, AWS D1.1 WHERE INSPECTOR OBSERVES QUESTIONABLE WELDS, NON-DESTRUCTIVE TESTING SHALL BE PERFORMED - SIZE, LENGTH, AND LOCATION OF WELDS PERFORM AISC 360, CHAPTER N - - WELDS CLEANED OBSERVE AISC 360, CHAPTER N - AFTER WELDING - WELDING TECHNIQUES - MULTI-PASS WELDS OBSERVE AISC 360, CHAPTER N - - WELDING TECHNIQUES - SINGLE PASS WELDS OBSERVE AISC 360, CHAPTER N - - ENVIRONMENTAL CONDITIONS, AND WPS FOLLOWED OBSERVE AISC 360, CHAPTER N - - NO WELDING OVER CRACKED TACK WELDS OBSERVE AISC 360, CHAPTER N - - CONTROL AND HANDLING OF WELDING CONSUMABLES OBSERVE AISC 360, CHAPTER N - - USE OF QUALIFIED WELDERS OBSERVE AISC 360, CHAPTER N - DURING WELDING - WELDER IDENTIFICATION SYSTEM OBSERVE AISC 360, CHAPTER N - - MATERIAL IDENTIFICATION OBSERVE AISC 360, CHAPTER N - - FIT UP OF WELDS, INCLUDING JOINT GEOMETRY, AND CONFIGURATIONS AND FINISH OF ACCESS HOLES OBSERVE AISC 360, CHAPTER N - - REVIEW MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AND WELDING PROCEDURE SPECIFICATIONS PERFORM AISC 360, CHAPTER N - PRIOR TO WELDING - PRIOR TO FABRICATION OR ERECTION PERFORM AISC 360, CHAPTER N REVIEW MATERIAL TEST REPORTS AND CERTIFICATIONS FOR STRUCTURAL STEEL, FASTENERS, ANCHOR RODS, HEADED STUD ANCHORS ITEM INSPECTION TASK STANDARD CRITERIA/REMARKS STRUCTURAL STEEL INSPECTIONS UT - ULTRASONIC TESTING - SHAPES EXCEEDING 1 1/2 INCHES THICK, LOADED IN TENSION IN THE THROUGH- THICKNESS 100% ASTM A898 (LEVEL 1 CRITERIA) NOT REQUIRED FOR STEEL PRODUCED IN USA. CRITERIA TO BE MET 6 INCHES ABOVE AND BELOW EACH WELD. REQUIRED WHERE NOTED AS 'TTT' IN DRAWINGS FRAMING - SHEAR CONNECTOR, HEADED ANCHOR STUDS, DEFORMED ANCHOR STUDS, THREADED STUDS 2 BEND TESTS AT START OF EACH SHIFT, 1% BEND TEST, 100% RING TEST AWS D1.1 SECTION 7 BEND TEST: PER AWS D1.1 BENT STUD (TORQUE TEST FOR THREADED STUDS) ACCEPTANCE CRITERIA. RING TEST: STRIKE WITH HAMMER. IF THE STUD RINGS, STUD IS ACCEPTABLE. IF STUD DOES NOT RING, PERFORM BEND TEST - COMPLETE JOINT PENETRATION GROOVE WELDS FOR MATERIAL 5/16" THICK AND GREATER 100% UT FREQUENCY MAY BE REDUCED IN ACCORDANCE WITH AISC 360, CHAPTER N WELDING ITEM FREQUENCY STANDARD CRITERIA/REMARKS STRUCTURAL STEEL TESTING -BRIDGING-HORIZONTAL OR DIAGONAL PERFORM SJI - K, LH/DLH, JG VERIFY BRIDGING IS INSTALLED AND ANCHORED AS INDICATED IN SHOP DRAWINGS -END CONNECTIONS- WELDING OR BOLTED PERFORM SJI - K, LH/DLH, JG - INSTALLATION OF OPEN-WEB STEEL JOISTS AND JOIST GRINDERS ITEM FREQUENCY STANDARD CRITERIA STEEL JOIST AND JOIST GRIDER SPECIAL INSPECTIONS - DOCUMENT ACCEPTANCE OR REJECTION OF MECHANICAL FASTENERS PERFORM SDI C, SDI NC, SDI RD VERIFY MATERIALS HAVE BEEN DRAWN TOGETHER - VERIFY REPAIR ACTIVITIES PERFORM SDI C, SDI NC, SDI RD - - CHECK SPACING, TYPE, DIAMETER, AND INSTALLATION OF SUPPORT, SIDELAP, AND PERFORM PERIMETER FASTENERS PERFORM SDI C, SDI NC, SDI RD, ICC-ES REPORTS VERIFY SCREWS ADEQUATLY PENETRATE BASE MATERIAL (3 THREADS MIN). NO POPPED SCREW HEADS OR STRIPPED SCREWS ARE PERMITTED. ALL DAMAGE SCREWS SHALL BE REPLACED. VERIFY PAFs ARE FULLY DRIVEN AFTER MECHANICAL FASTENING (SCREWS AND PAFs) - DOCUMENT ACCEPTANCE OR REJECTION OF WELDS PERFORM AWS D1.3, SDI C, SDI NC, SDI RD - - VERIFY REPAIR ACTIVITIES PERFORM AWS D1.3, SDI C, SDI NC, SDI RD VERIFY WELDED AREAS ARE TREATED WITH APPROVED TREATMENT TO MATCH CORROSION RESISTANCE OF AFFECTED AREA - WELDS MEET VISUAL ACCEPTANCE CRITERIA PERFORM AWS D1.3, SDI C, SDI NC, SDI RD - - VERIFY SIZE AND LOCATION OF WELDS, INCLUDING SUPPORT, SIDELAP, AND PERIMETER WELDS PERFORM AWS D1.3, SDI C, SDI NC, SDI RD - AFTER WELDING - DOCUMENT ACCEPTANCE OR REJECTIONOF THE INSTALLATION OF DECK AND DECK ACCESSORIES PERFORM SDI QA/QC-2011 VERIFY CUTS OR NOTCHES THROUGH DECK ARE REPAIRED - VERIFY DECK MATERIALS ARE REPRESENTED BY THE MILL CERTICATIONS THAT COMPLY WITH THE CONSTRUCTION DOCUMENTS PERFORM SDI QA/QC-2011 - - VERIFY COMPLIANCE OF DECK AND ALL DECK ACCESSORIES INSTALLATION COMPLY WITH CONSTRUCTION DOCUMENTS PERFORM SDI QA/QC-2011 - AFTER DECK PLACEMENT - FASTENERS ARE INSTALLED IN ACCORADANCE WITH MANUFACTURER'S INSTRUCTIONS OBSERVE SDI QA/QC-2011 - - FASTENERS ARE POSITIONED AS REQUIRED OBSERVE SDI QA/QC-2011 - - FASTENING (SCREWS AND PAFs)OBSERVE SDI QA/QC-2011 - DURING MECHANICAL FASTENING - WPS FOLLOWED OBSERVE SDI QA/QC-2011 - - ENVIRONMENTAL CONDITIONS (WIND SPEED, MOISTURE, TEMPERATURE) OBSERVE SDI QA/QC-2011 - - CONTROL AND HANDLING OF WELDING CONSUMABLES OBSERVE SDI QA/QC-2011 - - USE OF QUALIFIED WELDERS SDI QA/QC-2011 - DURING WELDING DURING DECK INSTALLATION - PROPER STORAGE FOR MECHANICAL FASTENERS OBSERVE SDI QA/QC-2011 - - PROPER TOOLS AVAILABLE FOR FASTENER INTALLATIONS OBSERVE SDI QA/QC-2011 - - MANUFACTURER INSTALLATION INSTRUCTIONS ARE AVAILABLE FOR MECHANICAL FASTENERS OBSERVE SDI QA/QC-2011 - PRIOR TO MECHANICAL FASTENING (SCREWS AND PAFs) - CHECKING WELDING EQUIPMENT OBSERVE SDI QA/QC-2011 - - MATERIAL IDENTIFICATION (TYPE/GRADE)OBSERVE SDI QA/QC-2011 - - MANUFACTURER CERTIFICATIONS OF WELDING CONSUMABLES AVAILABLE OBSERVE SDI QA/QC-2011 - - WELDING PROCEDURE SPECIFICATION (WPS) AVAILABLE OBSERVE SDI QA/QC-2011 - PRIOR TO WELDING - DOCUMENT ACCEPTANCE OR REJECTION OF DECK AND DECK ACCESSORIES PERFORM SDI QA/QC-2011 - - VERIFY COMPLIANCE OF MATERIALS (DECK AND ALL DECK ACCESSORIES) WITH CONSTRUCTION DOCUMENTS, INCLUDING PROFILES, MATERIAL PROPERTIES, AND BASE METAL THICKNESS PERFORM SDI QA/QC-2011 . PRIOR TO DECK PLACEMENT ITEM FREQUENCY STANDARD CRITERIA STRUCTURAL COLD FORMED STEEL DECK SPECIAL INSPECTIONS - AFTER INSTALLATION 100% VISUAL - VERIFY MATERIALS HAVE BEEN DRAWN TOGETHER AND FASTENER HEAD STAND-OFF IS ACCEPTABLE (FULLY DRIVEN) - DURING INSTALLATION P ICC-ES REPORT - - PRIOR TO INSTALLATION FIRST OF EACH FASTENER TYPE AND BASE MATERIAL ICC-ES REPORT VERIFY TYPE, DIAMETER, LENGTH, FINISH, AND BASE MATERIAL POWER-ACTUATED FASTENERS - COLD FORMED STEEL ASSEMBLIES P ICC-ES REPORT VERIFY TYPE, NUMBER OF FASTENERS, AND INSTALLATION IN CONFORMANCE WITH ICC-ES REPORT - DAMAGED SCREWS P - NO POPPED SCREW HEADS OR STRIPPED SCREWS ARE PERMITTED. ALL DAMAGED SCREWS SHALL BE REPLACED - SCREW PENETRATION P - VERIFY MATERIALS HAVE BEEN DRAWN TOGETHER AND SCREWS ARE FULLY DRIVEN WITH A MINIMUM PENETRATION OF 3 THREADS THROUGH THE LAST MATERIAL JOINED - FASTENER P - VERIFY TYPE, DIAMETER, LENGTH, SPACING AND EDGE DISTANCES SCREWED ATTACHMENTS - CORROSION RESISTANCE TREATMENT P - WELDED AREAS ARE TO BE TREATED WITH APPROVED TREATMENT TO MATCH CORROSION RESISTANCE OF AFFECTED AREA - AFTER WELDING 100% VISUAL AWS D1.3 - - DURING WELDING P AWS D1.3 - - PRIOR TO WELDING - AWS D1.1/D1.3 VERIFY FILLER MATERIALS, WELDING PROCEDURES, WELDER QUALIFICATIONS, AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE WELDED ATTACHMENTS - PUNCHOUTS P - VERIFY SPACING REQUIREMENTS FROM BEARINGS AND CONNECTIONS AND REINFORCING IS USED WHERE REQUIRED - SPLICING P - NO SPLICING OF STRUCTURAL MEMBERS PERMITTED UNLESS SPECIFIED ON THE CONSTRUCTION DOCUMENTS - FIELD CUTS AND NOTCHES P - NO CUTS OR NOTCHES THROUGH SECTION FLANGES PERMITTED - BRIDGING AND BLOCKING P - VERIFY TYPE, LOCATION, AND ATTACHMENT - MEMBERS AND CONNECTIONS P - VERIFY TYPE, SIZE, LOCATION, SPACING FRAMING ITEM FREQUENCY STANDARD CRITERIA STRUCTURAL COLD FORMED STEEL SPECIAL INSPECTIONS 3 4 6 7 8 A B C D E F H K L A1 A2 A3 A5 A6 AA AB AC AD AE AF AG AH 5.84.7 5 A.1 A4 A3.4 J 6.5 G D.8 E.2 11 A1.5 14 ' - 3 " 9 0 ° 3 4 6 7 8 A B C D E F H K 1 9 10.3 L M M.6 N P Q A1 A2 A3 A5 A6 AA AB AC AD AE AF AG AH EH EG EF EE ED EC EB EAE1E2E3E4E5E6E7E8E9E10E11E12E13E14 S103 S104 NJ 5.84.7 5 A.1 A4 A3.4 J REMAINDER OF EXISTING BUILDING NOT SHOWN 6.5 G D.8 E.2 11 A1.5 2 10 SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PR I N C I P A L : EO R : DE S I G N E R : PR O J E C T M A N A G E R : MM J O B # : DA T E P R I N T E D : FI L E P A T H : 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET 1/16" = 1'-0" 10 / 3 1 / 2 0 1 6 1 1 : 1 7 : 2 2 A M C: \ P r o j \ 1 6 . 0 1 1 7 . S . 0 1 - E S T E S _ C O M M U N I T Y _ C E N T E R - R S 1 6_ e s a b i a . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 OVERALL FLOOR PLANS S101 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED S A B I A , K A T I E H O Y T ED S A B I A RA L P H R E M P E L 16 . 0 1 1 7 . S . 0 1 DW I G H T G I L B E R T 1/16" = 1'-0" LOWER LEVEL - OVERALL2 NORTH 1/16" = 1'-0" UPPER LEVEL - OVERALL1 NORTH 3 4 6 7 8 A B C D E F H K L A1 A2 A3 A5 A6 AA AB AC AD AE AF AG AH 19'-9"17'-1 1/2"7'-9"17'-6"6'-0"12'-7"10'-5" 15 6 ' - 4 " 22 ' - 0 " 10 ' - 0 3 / 4 " 4' - 1 1 1 / 4 " 6' - 0 " 8' - 3 1 / 2 " 12 ' - 8 1 / 2 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 20 ' - 1 0 " 5' - 9 " 2' - 9 " 93'-0" 13'-0" 14'-0" 27'-0" 8'-9" 5'-0" 5'-9" 7'-6" 12'-0" 152'-0" 8'-0" 30'-0" 15'-0" 27'-0" 24'-0" 24'-0" 24'-0" 5.84.7 5 A.1 FULL HEIGHT CONCRETE WALL DESIGNED AS CANTILEVERED WALL. WALL CAN BE BACKFILLED WITHOUT SHORING PRIOR TO UPPER LEVEL FLOOR BEING PLACED. 2' - 0 " 1' - 4 " 6' - 8 " A4 A3.6 A3.4 J PRE-ENGINEERED STAIR SOG4A -15'-0" RA M P UP 6.5 G J.3 D.8 E.2 11 A1.5 F4x4 -17'-8" F3x3 -15'-8" F5x5U -18'-0" F5x5U -18'-0" F8x8U -20'-0" F5x5 -18'-9" F4x4 -18'-7" F6x6 -18'-1" F6x6 -18'-1" F6x6 -18'-1" F6x6 -18'-1" F8x8U -20'-0" F3x3 -18'-9"F6x6U -18'-9" F4x4 -15'-8" F5x5 -15'-8" F4x4 -15'-8" F7x7 -15'-8" F4x4 -17'-8" F4x4 -17'-8" F4x4 -17'-8" F3x3 -15'-8" F5x5 -15'-8" F5x5 -15'-8" F5x5 -17'-0" F8x8U -18'-0" F8x8U -18'-0" F7x7 -17'-8" F7x7 -17'-8" F7x7 -17'-8" F7x7 -17'-8" F5x5 -15'-8" F4x4 -17'-0" F5x5 -15'-8" F5x5 -15'-8" F4x4 -17'-0" F5x5 -15'-8" F5x5 -15'-8" F6x6U -19'-9" F2x2 -17'-0" F5x5 -15'-8" F4x4U -18'-0" F5x5 -18'-0" F3x3 -17'-0" F4x4U -17'-0" F4x4U -18'-0" F6x6U -18'-0" F3x3U -18'-0" F8x8 -17'-8" F2x2 -17'-0" T/FTG= -18'-6" T/FTG= -18'-6" T/FTG= -17'-0" T/FTG= -17'-0" F4x4U -17'-0" S550 11 S550 10 S550 9 W14x120 W14x145 W14x145 W14x145 F3x3 -18'-9" W12x40 W12x40 W12x40 W12x50 W12x40 W12x40 W12x40 HSS10x10x5/8 W12x45 W12x45 W12x45 W12x45 HSS4x4x1/4 HSS8x8x1/4 HSS6x6x1/4 HSS5x5x1/4 HSS5x5x1/4 HSS8x8x1/4 HSS4x4x1/4 HSS4x4x1/4 HSS4x4x1/4 HSS4x4x1/4 HSS6x6x1/4 HSS6x6x1/4 HSS8x8x1/4 HSS5x5x1/4 HSS5x5x1/4 W12x50 HSS5x5x1/4 HSS5x5x1/4 HSS5x5x1/4 HSS5x5x1/4 HSS5x5x1/4 HSS8x8x1/4 HSS8x8x1/4 HSS8x8x1/4 W12x45 HSS8x8x1/4 HSS8x8x1/4 HSS8x8x1/4 W12x50 W12x40 W12x40 W12x40 W12x40 W12x40 W12x40 W12x40 SOG4A -15'-0" 168'-1 1/2" 20'-6"56'-6" HSS8x8x1/4 W12x45 HSS8x8x1/4 HSS8x8x1/4 S550 6 S550 2 12 T/SLAB= -19'-0" 10 S300 7 S310TYP SOG4A -16'-11 1/2" 4 S301 1' - 3 " 9" 2' - 7 1 / 2 " 12 S310 TYP 12 S310 HSS4x4x1/4 15 S310 15 S310 6 S310 S550 14 12 S310 2 S301 10 S310 10 S310 2'-0"1'-4"6'-8" 4'-2" 10" 1'-0" 4'-0" 1'-0" 1'-0" F6x6 -16'-7" F6x6 -18'-1" 2'-7" 10" 11" 1' - 0 " 4" 8" 4' - 0 " 10 S310 S400 13 S400 13 S305 20 TYP 4 S301 12 S310 1' - 6 " 1' - 6 " 1'-6" 1'-6" 12 S300 TYP 1 S305 9 S305TYPE 1 9 S305 TYPE 2 10 S305 STEP T/FTG T/FTG= -17'-0" 15 S300 T/FTG= -17'-0" T/FTG= -17'-0" 1'-6" 1'-6" 12 S310 T/FTG = -18'-9" 1' - 0 " 1' - 0 " 1'-0"1'-0" 1'-0" 1'-0" 5 1/2" 7" 12 S310 TYP 5'-5 3/4" 7"4'-11" 4" 8" 7" 5" 6 1 / 2 " 1' - 2 1 / 2 " 3' - 4 " 1 S305 10'-0" 5'-0" 17 S310 W12x45 F4x4 -17'-8" 5 3 / 4 " 1' - 2 " 5 1/2" 9 1/2"3'-0" 9" 6" 9" 8 1 / 2 " 6" 9" 7" 5' - 5 1 / 2 " 7" 5 1/2" 7" 6" 6" 7" 4'-11" 6" 7" T/FTG= -9'-9" 9 S305 TYPE 3 14 S300OH 3'-3" TYP 1'-0"TYP 1'-0" TYP1'-0" 1'-6" 1'-3" 1' - 3 " 16 S300 11 S305 6 S301 TYP 5 S305 2' - 0 " 3'-3" 1'-9" PI L - B PI L - B PIL-A 2' - 0 " 3"25'-0 1/2" TYP HSS6x6x1/4 F2x2 -17'-0" STEP T/FTG T/FTG= -18'-0" T/FTG= -17'-0" T/FTG= -18'-0" 6" 10'-0" STAIR BY STAIR SUPPLIER M W8-48(1)5 4 S301 9" 5 1 / 2 " 8" 1' - 0 " 6" 20 S310 7' - 0 " 5'-6" 6" T/FTG= -18'-0" 4 S301 4 S301 TYP 4 S301 STEP T/FTG STEP T/FTG STEP T/FTG STEP T/FTG T/FTG= -18'-9" TYP7 S310 SOG4A -16'-9" 1'-6" SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PR I N C I P A L : EO R : DE S I G N E R : PR O J E C T M A N A G E R : MM J O B # : DA T E P R I N T E D : FI L E P A T H : 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 1 1 : 1 7 : 2 3 A M C: \ P r o j \ 1 6 . 0 1 1 7 . S . 0 1 - E S T E S _ C O M M U N I T Y _ C E N T E R - R S 1 6_ e s a b i a . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 LOWER LEVEL PLAN S102 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED S A B I A , K A T I E H O Y T ED S A B I A RA L P H R E M P E L 16 . 0 1 1 7 . S . 0 1 DW I G H T G I L B E R T 1/8" = 1'-0" LOWER LEVEL - NORTH1 NORTH PLAN NOTES: 1.SEE S390 FOR TYPICAL CONCRETE DETAILS. 2.SEE S300, S301, AND S305 FOR TYPICAL FOUNDATION DETAILS. 3.SEE S380 FOR STEEL COLUMN BASE PLATES AND ANCHOR BOLT REQUIREMENTS. 4.SEE S310 FOR TYPICAL SLAB ON GRADE DETAILS 5.SEE S000 SERIES SHEETS FOR GENERAL NOTES, SYMBOLS AND ABBREVATIONS. 6.SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SLAB SLOPES, DEPRESSIONS, FILL, PADS, AND CURBS NOT SHOWN ON THE STRUCTURAL DRAWINGS. 7.SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF SLAB STEPS, RAMPS, AND STAIRS. 8.MASONRY PARTITION WALLS ARE NOT SHOWN, SEE S450 FOR TYPICAL MASONRY PARTITION WALL DETAILS. COORDINATE LOCATIONS AND WALL HEIGHTS WITH ARCHITECTURAL DRAWINGS. 3 4 6 7 8 A B C D E F H K L A1 A2 A3 A5 A6 AA AB AC AD AE AF AG AH 93'-0" 13'-0" 14'-0" 27'-0" 8'-9" 5'-0" 5'-9" 7'-6" 12'-0" 152'-0" 8'-0" 30'-0" 15'-0" 27'-0" 24'-0" 24'-0" 24'-0" S104 SLOPE D O W N 5.84.7 5 A.1 A4 A3.6 A3.4 J HSS8x8x1/4 POST UP HSS8x8x1/4 POST UP -2 1/2" 0'-0" 3VLI4.5A 1.5B-C 1.5B-C 1.5B-C 20GA 20GA TYP, 16GA IN HA TCHE D ARE A 6.5 G J.3 D.8 E.2 11 A1.5 HSS8x8x1/4 POST UP HSS8x8x1/4 POST UP S550 11 S550 10 S550 9 S550 6 S550 2 12 S5508 168'-1 1/2" 19'-9"17'-1 1/2"7'-9"17'-6"6'-0"12'-7"10'-5"20'-6"56'-6" 15 6 ' - 4 " 22 ' - 0 " 10 ' - 0 3 / 4 " 4' - 1 1 1 / 4 " 6' - 0 " 8' - 3 1 / 2 " 12 ' - 8 1 / 2 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 20 ' - 1 0 " 5' - 9 " 2' - 9 " S550 14 3V L I 4 . 5 A 0" W14x120 3VLI4.5A W14x120 9 S310 HSS8x8 GIRT HSS5x5x1/4 18 GA 18 G A 3VLI7A 0'-0" IN HATCHED AREA 2 S500 2 S500 4 1/2" JOIST SEAT DEPTH HSS4x4x1/4 POST UP HSS4x4x1/4 POST UP 18 S530 TYP 16 S531 4 S500 TYP UNO 19 S505 S400 13 TYP AT ELEVATOR 19 S505 15 S531 3VLI4.5A 5 S540 TYP, AT UPPER LEVEL 5 S540 TYP 13 S380 18 k W1 8 x 3 5 [ 2 1 ] 18 k 18 k W1 8 x 3 5 [ 2 7 ] 18 k 18 k W1 8 x 3 5 [ 2 1 ] 18 k 18 k W1 8 x 3 5 [ 2 1 ] 18 k 18 k W1 8 x 3 5 [ 2 1 ] 18 k 18 k W1 8 x 3 5 [ 2 1 ] 18 k 18 k W1 8 x 3 5 [ 2 1 ] 18 k W24x55 [8] W24x55 [8] W24x62 [8] W24x62 [8] 24 k W1 8 x 3 5 [ 2 1 ] 24 k 15k W18x35 [20]15k 13 k W1 8 x 3 5 [ 1 2 ] W2 4 x 5 5 30k W18x35 [24]20k 14k W18x35 [24]14k 25k W18x35 [24] 25k W2 4 x 5 5 20k W18x35 [24]20k 14k W18x35 [24]14k 25k W18x35 [24]25k W12x19 36 k W2 4 x 5 5 [ 2 4 ] 36 k 42 k W2 4 x 5 5 [ 2 3 ] 42 k 50 k W2 4 x 6 8 [ 3 6 ] 50 k 35 k W1 8 x 3 5 30 k 35k W18x35 [22]35k 40 k W1 8 x 3 5 [ 2 0 ] 40 k 15 k W1 2 x 1 9 [ 1 5 ] 15 k W16x26 [18] 15k 15k W18x35 15k 20 k W1 8 x 3 5 [ 1 3 ] 22k W16x26 [12]22k W24x55 20k 30 k W1 8 x 3 5 [ 2 1 ] 30 k W1 8 x 3 5 [ 4 2 ] 30 k W1 8 x 3 5 [ 2 1 ] 30 k W24x55 20k W1 8 x 3 5 [ 2 1 ] 60 k 30 k W1 8 x 3 5 [ 2 1 ] 30 k W24x55 20k 30 k W1 8 x 3 5 [ 2 1 ] 30 k 30 k W2 1 x 6 2 [ 2 2 ] 22k W16x26 22k W24x55 [40] 38 k W1 8 x 3 5 [ 2 1 ] 38 k 20k W18x35 [23]25k W12x19 25k W18x35 25k 25k W18x35 25k 20k W18x35 [12] 27k 52k W18x35 [18] 18k 26k W18x35 [10] 26k 26k W18x35 [19] 26k 26k W18x35 [19] 26k 14k W18x35 [15] 12k 24k W16x26 24k 20k W24x55 [24] 20k W18x35 [14] 15k 17k W16x26 17k 14k W16x26 18k 26k W16x26 26k 24k W16x26 24k 14k W16x26 14k 20k W18x35 20k 20k W18x35 20k 24K-SP 24K-SP 24K-SP 45 k W1 8 x 3 5 [ 2 1 ] 45 k W12x19 24k W16x26 24k 24K-SP 24K-SP 24K-SP 24K-SP 24K-SP12K-SPW12x19 W1 2 x 1 9 W12x26 22k W16x31 22k HSS14x4x1/4 HSS14x4x1/4 22K-SP 22K-SP 22K-SP W2 4 x 5 5 24K-SP 20k W18x35 [22] 20k W12x19 24k W16x26 24k 24k W16x26 24k 24k W16x26 24k 16k W16x26 16k 22k W16x26 [12]22k W24x55 20k 25 k W1 8 x 3 5 22k W16x26 [12]22k W12x19 W24x55 20kW24x55 W24x55 W24x55 W24x55 W12x19 22k W16x26 [12]22kW12x19 22k W16x26 [12]22kW12x19 22k W16x26 [12]22kW12x19 22k W16x26 [12] 22k W12x19 22k W16x26 [12]22kW12x19 22k W16x26 [12]22kW12x19 22k W16x26 [12]22kW12x19 W12x19 W12x19 22 k W1 6 x 2 6 [ 1 8 ] 30 k 22 k W1 6 x 2 6 [ 1 8 ] 22 k 26k W16x26 26k 26k W16x26 26k W12x19 W12x19 W12x19 W12x19 W12x19 W12x19 ? W12x19 W12x19 W2 4 x 5 5 W18x35 22k W16x26 [12]22k 13 k W1 8 x 3 5 [ 2 1 ] 13 k 13 k W1 8 x 3 5 [ 2 1 ] 13 k 13 k W1 8 x 3 5 [ 2 1 ] 13 k W1 8 x 3 5 20 k W1 8 x 3 5 [ 2 1 ] 13 k W1 6 x 2 6 12 k W12x19 W1 2 x 1 9 W1 2 x 1 9 W1 2 x 1 9 W1 2 x 1 9 S200 1 HSS14x4x1/4( -6' - 0 1/4" ) TYP ALONG GRID AA22k W16x31( -3' - 11 7/8" ) 22k TYP ALONG GRID AB 96k W36x160 ( 3' - 6" ) 88k W1 2 x 1 9 W1 8 x 3 5 20k W18x35 15k 6 3/4" 6" R 15'-0" R 1 5 '- 0 " 18k W16x26 18k 15k W16x26 15k 15k W16x26 15k 20k W16x26 20k 20k W16x26 20k 2'-0" 2'-0" 9 1 / 2 " 1'-6" ABOVE 11 ' - 1 0 " 6" 6"10'-9" 2'-3 1/2" 6" 5' - 0 " 1' - 0 " 5' - 1 0 " 6" 18 k W1 8 x 3 5 [ 2 1 ] ( -0 ' - 7 1 / 2 " ) 18 k TY P U N O 4'-3" 3' - 1 1 / 2 " 24k W24x55 [25] ( -0' - 10" ) 30k 22k W24x55 [25] ( -0' - 10" )22k 22k W24x55 [25] ( -0' - 10" ) 22k 27k W24x55 [25] ( -0' - 10" ) 30k 30k W24x55 [25] ( -0' - 10" ) 30k 38 k W2 7 x 8 4 [ 4 0 ] ( -0 ' - 1 0 " ) 35 k 40 k W2 4 x 5 5 ( -0 ' - 1 0 " ) 40 k 40 k W2 7 x 8 4 [ 4 0 ] ( -0 ' - 1 0 " ) 40 k 42 k W2 7 x 8 4 [ 4 0 ] ( -0 ' - 1 0 " ) 42 k 38 k W2 7 x 8 4 [ 4 0 ] ( -0 ' - 1 0 " ) 35 k 38 k W2 7 x 8 4 [ 4 0 ] ( -0 ' - 1 0 " ) 35 k 30 k W2 4 x 5 5 ( -0 ' - 1 0 " ) 36 k 55kW27x84 [18] ( -0' - 10" ) 55k 35k W27x84 [18] ( -0' - 10" ) 35k 12kW18x35 [25] ( -0' - 10" ) 12k 15k W18x35 [18]15k 6" 1 1/4" 1' - 8 " 6" 1'-3"10'-9" W24x55 20k W18x35 22k W16x31 22k W18x35 W18x35 TYP ALONG GRID AC W12x26 ( 0' - 8" ) 25k W12x26 ( 1' - 9 1/2" ) 25k 20k W12x26 ( 1' - 3" ) 20k 21 k W1 8 x 3 5 15 k 10 S505 TYP 16 S380 TYP 7'-5" 12 ' - 6 " R 12'-0" 3' - 4 " 5' - 6 3 / 4 " 7' - 1 0 " SLOPE D O W N SLOPED O W N SLOPED O W N W27x84 3VLI4.5A 3V L I 4 . 5 A 3'-4" 8" ( 1' - 3 3 / 8 " ) ( -6' - 5" ) ( -0 ' - 1 0 " ) ( -0 ' - 1 0 " ) 3 S500 5 S500W2 4 x 5 5 15 S500 15 S500 7 S500 8 S500 9 S500 1 S502 TYP 20 S505 20 S505 14 S520 5 S503 13 S530 TYP HSS8x8x1/4 12 S500 HSS8x8x1/2 ( -0' - 3" ) 1'-1 31/256" 0" HS S 6 x 6 x 1 / 4 ( -3 ' - 3 " ) HSS6x6x1/4 ( -3' - 3" ) W12x19 ( 1' - 1 7/8" ) ( 0' - 8" ) W18x35 ( 0' - 11 3/8" ) ( 1' - 2 3/4" ) W12x26 35k ( 1' - 10 5/8" ) W21x55 60k 48k ( 2' - 2 3/8" ) W18x35 12k( 1' - 0 3/8" ) 48k ( 2' - 2 3/8" ) W18x35 12k ( 1' - 5 1/4" ) ( 1' - 11 1/2" ) TYP AT GRID AE W18x35 ( 2' - 2" ) 25k ( 1' - 7 5/8" ) W12x19 ( 2' - 2" ) 15k ( 2' - 2" ) W18x35 ( 0' - 10 1/2" ) W12x19 ( 1' - 2 1/2" )20k ( 1' - 5" ) W12x19 ( 1' - 3 3/4" )( 1' - 5" ) W12x19 ( 1' - 3 3/8" ) 15kW12x19 15k W16x26 15k 8" 17 S530 SIM 17 S530 14 S300 B/DECK= 4' - 4 1/2" B/DECK= -5' - 11 3/4" 5 S500 TYP 4" 5 S521 TYP 5 S521 TYP 5 S521 SIM AT PERP JOIST 5 S521 SIM AT PERP JOIST 5 S380 60 k 19 S505 22'-9" 6" 5'-11" 1'-6" 6'-1" 10" M W8-48(1)5 7'-0" 8 S505 20 S505 3V L I 7 A 3V L I 4 . 5 A 4 S301 T/FTG= -5'-0" TYP 5'-10 1/4" 6" 6 0 ° 9'-0" 6'-0" 3'-0" 6" 7'-4" 6" 2" 4'-3" 6" 14 S380 19 S500 22K-SP 22K-SP 3 1/2" JOIST SEAT DEPTH AT BEAM LINE PARALLEL TO GRID AE 2 1/2" JOIST SEAT DEPTHS 22K-SP 2'-0" 6'-6" 4'-6" 1'-6" 1'-6" TYP 3" 4" PARTITION BELOW PARTITION BELOW T/WALL= -7' - 9" T/WALL= -11' - 9" STEP T/WALL STEP T/WALL STEP T/WALL 6" 6" 6" W 1 8 x 3 5 [1 5]6" W12x19 10'-8" 45° 22kW18x35 [20]22k 1'-0" W 1 8 x 3 5 3 S500 18 G A 3V L I 7 A 9'-11" 10 " WHERE NO STUDS ARE SHOWN ON BEAMS UNDER SLAB ON METAL DECK, PROVIDE MINIMUM AMOUNT OF STUDS PER 10/S531 HSS5x3x1/4 FLAT TYP 2 S503 TYP 4 S200 8 S200 8 S200 SIM 20 S531 2 S500 3 S500 15 S531 2 S500 SIM 0' - 0 " -0 ' - 2 1 / 2 " 20 S531 TYP SIM 20 S531 SIM 20 k 18 S530 3 S520 7 S520 18 S500 8" 8" 16 S501 TYP S501 19 TOP 10 S540 TYP SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PR I N C I P A L : EO R : DE S I G N E R : PR O J E C T M A N A G E R : MM J O B # : DA T E P R I N T E D : FI L E P A T H : 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 1 1 : 1 7 : 2 6 A M C: \ P r o j \ 1 6 . 0 1 1 7 . S . 0 1 - E S T E S _ C O M M U N I T Y _ C E N T E R - R S 1 6_ e s a b i a . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 UPPER LEVEL PLAN - NORTH S103 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED S A B I A , K A T I E H O Y T ED S A B I A RA L P H R E M P E L 16 . 0 1 1 7 . S . 0 1 DW I G H T G I L B E R T 1/8" = 1'-0" UPPER LEVEL - NORTH1 NORTH STEEL FLOOR FRAMING PLAN NOTES 1.SEE S000 SERIES SHEETS FOR GENERAL NOTES, SYMBOLS AND ABBREVATIONS 2.SEE S530 FOR TYPICAL DECK DETAILS. 3.SEE S531 FOR TYPICAL SLAB ON METAL DECK DETAILS. 4.SCREED CONCRETE TO PROVIDE CONSTANT ELEVATION. 5.SEE S520 FOR TYPICAL STEEL JOIST DETAILS, FOR JOISTS NOTED "SP", SEE S010 FOR JOIST LOADINGS. 6.TOP OF BEAM EQUALS BOTTOM OF METAL DECK UNLESS NOTED OTHERWISE. 7.SPACE BEAMS AND JOISTS EQUALLY BETWEEN GRID LINES UNLESS DIMESIONED OTHERWISE. 8.ALL BEAM REACTIONS ARE FOR 10k (ULTIMATE) UNO. 3 71 7.9 9 10.3 L M M.6 N P Q EH EG EF EE ED E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 8' - 0 " 30 ' - 0 " 8' - 4 " 5' - 8 " 18 ' - 0 " 175'-2" S103 NJ INFILL CMU SOG4A 0" SO G 7 . 5 A 0" 10 ' - 0 " 6.4 T/FTG= -2'-0" T/FTG= -2'-0" T/FTG= -2'-0" T/FTG= -2'-0" T/FTG= -2'-0" W12x50 F3x3 -2'-0"F3x3 -2'-0" F3x3 -2'-0" HSS6x6x1/4 HSS5x5x1/4 HSS5x5x1/4 F3x3 -2'-0" HSS5x5x1/4F3x3 -2'-0" HSS4x4x1/4 F3x3 -2'-0" HSS4x4x1/4 F2x2 -2'-0" HSS4x4x1/4 5'-0"10'-4 1/2"79'-7 1/2"11'-6"17'-6"33'-0"15'-0"3'-2" 70 ' - 0 " 1'-4 3/8 " 10 S300 PRECAST SEWAGE EJECTOR PIT SEE PLUMBING -6'-0" 9 S310 4" 11 S300 TYP SIM F3x3 -2'-0" 11 S310TYP 7"2'-1" 12 S310 T/FTG= -5'-0"T/FTG= -2'-0" 6" 8" 7"7" 4 S301 1'-0" 2 S301 8"1'-4 3/8" 5 S301 13 S450 AT CMU PARTITION WALLS ON (E) SLAB 13 S310 12 S310 12 S310 12 S310 2 S301 15 S300 14 S310 16 S310 AT WALLS BRACED TO UNDERSIDE OF STRUCTURE AT WALLS THAT STOP AT CEILING 2 1' - 0 " 1'-0" 8" 9'-8" 13'-5 5/8" 1'-8"1'-8" 8 S301 30° 10'-2" 10 TYP 1'-7" 19'-9 1/2"10 ' - 1 0 " 47'-4 3/8" 14 S300 TYP, 3 SIDES T/FTG= -2'-0" TYP UNO 0" 8" 1'-6 1/4"8" 18 S310AS NECESSARY 1' - 2 " 1' - 2 " 4 S301 1'-0" 1' - 0 " 1' - 0 " 7 S301 16 S300 TYP 9" 1'-0" 1'-0" 2' - 0 " 9 S301 MW12-24(1)5MW12-24(1)5 MW 1 2 - 2 4 ( 1 ) 5 MW8-32(1)5 MW8-32(1)5 TYP MW8-32(1)5 MW8-32(1)5 MW 8 - 4 8 ( 1 ) 5 TY P , U N O TYP, UNO MW12-16(2)6 7' - 2 " 1'-6" 12'-11" 1'-0"1'-0" 1'-0" 9 " 9 " 19 S310 TYP SIM 14 S300 14 S300 MASONRY PARTITION WALL ABOVE 4 S301 11 S300 TYP 8" SEE AQ DRAWINGS FOR POOL ~ 4 S301 EXTEND FOOTING AND STEM WALL AT WALL EXTENSION, THIS END SOG4A 0" 18 S310 TYP 1 S311 2 S311 3 S311 1'-0" MJ-40(1) MJ-24(1) MJ-12(2) MJ-32(2)A MJ-30(2)MJ-24(1) MJ-32(1) SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PR I N C I P A L : EO R : DE S I G N E R : PR O J E C T M A N A G E R : MM J O B # : DA T E P R I N T E D : FI L E P A T H : 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 1 1 : 1 7 : 2 7 A M C: \ P r o j \ 1 6 . 0 1 1 7 . S . 0 1 - E S T E S _ C O M M U N I T Y _ C E N T E R - R S 1 6_ e s a b i a . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 UPPER LEVEL PLAN - SOUTH S104 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED S A B I A , K A T I E H O Y T ED S A B I A RA L P H R E M P E L 16 . 0 1 1 7 . S . 0 1 DW I G H T G I L B E R T 1/8" = 1'-0" UPPER LEVEL - SOUTH1 NORTH PLAN NOTES: 1.SEE S390 FOR TYPICAL CONCRETE DETAILS. 2.SEE S300, S301, AND S305 FOR TYPICAL FOUNDATION DETAILS. 3.SEE S380 FOR STEEL COLUMN BASE PLATES AND ANCHOR BOLT REQUIREMENTS. 4.SEE S310 FOR TYPICAL SLAB ON GRADE DETAILS 5.SEE S000 SERIES SHEETS FOR GENERAL NOTES, SYMBOLS AND ABBREVATIONS.SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SLAB SLOPES, DEPRESSIONS, FILL, PADS, AND CURBS NOT SHOWN ON THE STRUCTURAL DRAWINGS. 6.SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF SLAB STEPS, RAMPS, AND STAIRS. 7.MASONRY PARTITION WALLS ARE NOT SHOWN, SEE S450 FOR TYPICAL MASONRY PARTITION WALL DETAILS. COORDINATE LOCATIONS AND WALL HEIGHTS WITH ARCHITECTURAL DRAWINGS. 8.SEE S400 FOR TYPICAL STRUCTURAL MASONRY WALL DETAILS. 9.COORDINATE MASONRY OPENING SIZE AND LOCATIONS WITH ARCHITECTURAL, MECHANICAL, AND PLUMBING DRAWINGS. 3 4 6 7 8 A B C D E F H K 1 L M M.6 N P Q A1 A2 A3 A5 A6 AD AE AF AG AH EH EG EF EE ED EC EB EAE1E2E3E4E5E6E7E8E9E10E11E12E13E14 S106 S107 NJ 5 A.1 A4 A3.4 REMAINDER OF EXISTING BUILDING NOT SHOWN 6.5 G J.3 A1.5 2 SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PR I N C I P A L : EO R : DE S I G N E R : PR O J E C T M A N A G E R : MM J O B # : DA T E P R I N T E D : FI L E P A T H : 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET 1/16" = 1'-0" 10 / 3 1 / 2 0 1 6 1 1 : 1 7 : 2 8 A M C: \ P r o j \ 1 6 . 0 1 1 7 . S . 0 1 - E S T E S _ C O M M U N I T Y _ C E N T E R - R S 1 6_ e s a b i a . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 OVERALL ROOF PLAN S105 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED S A B I A , K A T I E H O Y T ED S A B I A RA L P H R E M P E L 16 . 0 1 1 7 . S . 0 1 DW I G H T G I L B E R T 1/16" = 1'-0" ROOF - OVERALL1 NORTH 3 4 6 7 8 A B C D E F H K L A1 A3 A5 A6 AD AE AF AG AH 8' - 3 1 / 2 " 12 ' - 8 1 / 2 " 21 ' - 0 " 21 ' - 0 " 21 ' - 0 " 20 ' - 1 0 " 5' - 9 " 2' - 9 " 93'-0" 8'-9" 10'-9" 7'-6" 12'-0" 27'-0" 24'-0" 24'-0" 24'-0" S107 5 A.1 A4 A3.4 1.5B-E 3N 20GA TYP, 16GA IN HATCHED REGION 1. 5 B - C G J.3 A1.5 S550 4 S550 6 S550 2 S5508 111'-7 1/2" 19'-9"24'-10 1/2"23'-6"23'-0"20'-6" 20GA TYP, 16GA IN HATCHED REGION 15 6 ' - 4 " S550 14 3V L I 3 A 20 G A 3V L I 3 A 20 G A 9'-0" 12'-0" 8'-0" 8'-0" TYP AT CANOPY 1.5B-C GIRT TYP AT CANOPY 1.5B 1.5B-E 1.5B-E 22 ' - 0 " 10 ' - 0 3 / 4 " 10 ' - 1 1 1 / 4 " 13'-0" 41'-0" 4 S500TYP 16 S530TYP S531 12 TYP 7 S520 13 S520 W8x35 ELEVATOR HOIST BEAM. COORD LOCATION AND ELEVATION WITH ELEVATOR MANUFACTURER 97 k W2 4 x 6 2 10 0 k 74 k W2 1 x 5 7 75 k 52 k W2 1 x 5 7 57 k 33k W24x76 33k 10 k W1 2 x 1 9 10 k 10 kW1 2 x 1 9 10 k W14x22 94 k W2 4 x 7 6 12 5 k 72 k W2 1 x 5 7 76 k 52 k W2 1 x 5 7 57 k 69 k W2 1 x 5 7 76 k 72DLH-SP 14 k W1 8 x 4 0 12 k 20 k W1 8 x 4 0 20 k 28 k W1 8 x 4 0 10k W18x40 10k 10k W12x1912k 17k W12x19 16k 25 k W1 8 x 4 0 25 k 26 k W1 8 x 4 0 24 k 21 k W1 8 x 4 0 19 k 28 k W1 8 x 4 0 21 k 23 k W1 8 x 4 0 18 k W1 8 x 4 0 24 k 20 k W1 8 x 4 0 23 k W12x19 12k W12x1910k 22K-SP 12K-SP W12x19 22K-SP 11k W18x35 11k 11k W16x26 11k W1 2 x 1 9 17k W16x26 17k W14x22 HS S 1 2 x 4 x 1 / 4 14K-SP W16x26 W8x35 W12x19 HS S 1 2 x 4 x 1 / 4 HS S 1 2 x 4 x 1 / 4 HS S 1 2 x 4 x 1 / 4 HSS8x8x1/4 39 k W2 4 x 5 5 37 k 61 k W2 4 x 5 5 59 k 69 k W2 1 x 5 7 76 k 22K-SP 22K-SP HSS8x8x1/4 73 k W2 1 x 5 7 98 k 62 k W2 4 x 5 5 59 k 73 k W2 4 x 5 5 ( 19 ' - 7 " ) 74 k 87 k W2 4 x 6 2 83 k TY P G R I D 3 80 k W2 4 x 6 2 ( 21 ' - 5 3 / 4 " ) 79 k TY P G R I D 7 H I G H W1 8 x 4 0 ( 14 ' - 9 1 / 2 " ) TY P G R I D 8 23 k W1 8 x 4 0 ( 15 ' - 2 " ) 26 k TY P G R I D 7 L O W W1 2 x 1 9 TO S = 20 ' - 8 " TO S = 21 ' - 2 1 / 8 " TO S = 21 ' - 7 7 / 8 " 22K-SP 16K-SP 14K-SP 5" 5" 27'-0"11'-6" 32'-0"5'-10" 2 S401 TYP 8' - 6 " 8' - 6 " 5' - 4 " 1' - 0 " 8' - 9 " 1' - 0 " 1' - 0 " 1' - 0 " 7 1/2" AT G R I D 4 AT G R I D 5 AT G R I D 6 5" 8" 10k W16x26 10k 12k W16x26 18k 15k W16x26 15k W12x19 W12x19 5 3/8" 5" TYP ( 15' - 4 1/2" )W24x68 ( 14' - 7 3/8" ) 6' - 1 0 1 / 4 " 4'-0" 1'-0" 6 S502 5 S502 5' - 2 " 5' - 2 " 1' - 1 0 " 1' - 0 " 7 1 / 2 " 5" 5 S502 SIM, TYP 10 S520 SIM 8 S502 TYP 20 S520 20 S520 15 S520 TYP LOW 11 S500 20 S500 W21x62 ( 14' - 0" ) HSS8x8x1/2 ( 8' - 8" ) HSS8x8x1/2 ( 8' - 2 1/8" ) TYP TYP 13 S500 HS S 8 x 8 x 1 / 2 ( 8' - 8 " ) HS S 8 x 8 x 1 / 2 ( 8' - 8 " ) ( 13' - 7 1/2" ) ( 14' - 3" ) ( 14' - 7 7/8" ) 10k W14x22 ( 13' - 10" ) 10k 10k W14x22 ( 13' - 10" ) 10k ( 14' - 0 7/8" ) 14k( 14' - 1 5/8" ) W12x26 17k( 13' - 7 1/2" ) ( 14' - 2" ) ( 14' - 6 3/8" ) 10 S501 TYP 24k ( 14' - 3 1/4" )W16x26 25k ( 13' - 10 5/8" ) ( 13' - 7 1/2" ) 14 S401 16 S401 1 S500 6.75x15 ( 24' - 4" ) GLULAM 5 S500TYP EQEQ 9 S502TYP 10 S502 EQ EQ 8'-3 69/128" 3'-0" 2'-0" 4'-6" 4'-6" 5'-0"22K-SP 2.5K-SP 6 S401 TYP 20GA TYP, 16GA IN HATCHED REGION CENTER CURTAIN SUPPORTS BY INSTALLER, ATTACH TO JOIST BOTTOM CHORD, TYP CONNECTIONS OF BASKETBALL GOAL TO JOIST BOTTOM CHORD BY SUPPLIER, TYP COLUMN CAP PL 3/8" TO PROVIDE SUPPORT FOR DECK AND EDGE ANGLE SUPPORT AT CORNERS, TYP COLUMN CAP PL 3/8" TO PROVIDE SUPPORT FOR DECK SUPPORT 4 S200 12 S200 10 S200 5" 12 S502 TYP 20 S530 TYP 3 S520 TYP GI R T GI R T SLOPE DOWN 6 S520TYP HS S 8 x 8 x 1 / 2 TY P 18 S500TYP SLOPE DOWN SLOPED O W N 20 S500 SIM 20 S500 SIM 19 S502 14 S501 15 S501 14 S560 18 S500 SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PR I N C I P A L : EO R : DE S I G N E R : PR O J E C T M A N A G E R : MM J O B # : DA T E P R I N T E D : FI L E P A T H : 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 1 1 : 1 7 : 2 9 A M C: \ P r o j \ 1 6 . 0 1 1 7 . S . 0 1 - E S T E S _ C O M M U N I T Y _ C E N T E R - R S 1 6_ e s a b i a . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 ROOF PLAN - NORTH S106 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED S A B I A , K A T I E H O Y T ED S A B I A RA L P H R E M P E L 16 . 0 1 1 7 . S . 0 1 DW I G H T G I L B E R T 1/8" = 1'-0" ROOF - NORTH1 NORTH NOTES: 1.SEE S106 PLAN NOTES: 1.SEE S000 SERIES SHEETS FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS. 2.SEE S530 FOR TYPICAL METAL DECK DETAILS AND SCHEDULE. 3.SEE S520 FOR TYPICAL STEEL JOIST DETAILS 4.SEE S010 FOR JOIST LOADING AND DESIGN CRITERIA FOR NONSTANDARD JOISTS NOTED AS “SP”. 5.TOP OF STRUCTURAL STEEL SHALL BE BOTTOM OF METAL DECK UNLESS NOTED OTHERWISE ON PLAN. 6.CONTRACTOR TO VERIFY ALL EQUIPMENT WEIGHTS, SIZES, LOCATIONS, AND OPENINGS REQUIRED WITH MECHANICAL CONTRACTOR. CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OF ANY CHANGES IN THE WEIGHTS OR LOCATIONS SHOWN ON THE DRAWINGS. SUCH CHANGES IN CONDITIONS SHALL BE SUBJECT TO STRUCTURAL ENGINEER REVIEW. RE: MECHANICAL AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL OPENINGS NOT SHOWN. 7.PROVIDE FIRST JOIST PARALLEL TO WALLS OR EDGES OF BUILDING WITH HALF THE STANDARD JOIST CAMBER. 8.ALL BEAM REACTIONS ARE FOR 10k (ULTIMATE) UNO. 31 7.9 9 10.3 L M M.6 N P Q EH EG EF EE ED E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 8' - 0 " 30 ' - 0 " 8' - 4 " 5' - 8 " 18 ' - 0 " 175'-2" S106 NJ 52 D L H - S P 16 K - S P 28K-SP 28K-SP 3N 20 GA 1.5B-F 16 GA 1.5B-D 20 GA 1. 5 B - F 16 G A 1.5B-D 16 GA 6.4 W24x55 W1 2 x 1 9 W1 2x 19 70 ' - 0 " 5'-0"10'-4 1/2"79'-7 1/2"29'-0"33'-0"15'-0"3'-2" WO O D T R U S S WO O D T R U S S HSS6x4x1/4 HSS6x4x1/4 HSS6x4x1/4 HSS6x4x1/4 HSS6x4x1/4 1. 5 B - D 20 G A 3V L I 3 A 20 G A 3V L I 3 A 20 G A 8' - 0 " 8' - 0 " 16 S530 TYP 12 S520 3N 16 GA 3N 16 GA 3N 16 GA 3N 16 GA NEW 1 3/4 "x11 1/4"LVL @ 16" OC NEW 1 3/4"x20" LVL @ 24" OC 1 S500SIM HSS6x6x1/4 HSS6x6x1/4 HSS6x6x1/4 HS S 8 x 8 x 1 / 2 HSS8x8x1/2 TYP ALL CANOPY MEMBERS 7 S520 9 S540 1. 5 B - E SLOPE DOWN SLOPE DOWN SLOPE DOWN KICKER SL O P E DO W N 15 S530 10 S560 12 S560 HSS6x4x1/4 2 20k W18x35 20k 20k W18x35 20k W18x35 20k W16x26 10 k W1 4 x 3 8 10 k 10 k W1 2 x 1 9 10 k 15 k W1 4 x 3 8 15 k 10 k W1 6 x 2 6 10 k W1 6 x 2 6 10 k W1 6 x 2 6 10 k W1 6 x 2 6 10 k W1 6 x 2 6 10 k W1 6 x 2 6 10 k W1 6 x 2 6 10 k W1 6 x 2 6 10 k W1 6 x 2 6 10 k W1 4 x 2 2 19 k W12x19 10 k W1 6 x 2 6 50k W18x35 20k 10 k W1 2 x 1 9 2 S401 TYP3 S401 14 S450 W24x68 ( 24' - 9" ) ( 14' - 8" )W18x35 20k ( 15' - 0" ) W18x35 ( 20' - 1 7/8" ) 23'-0"8'-0" 1'-3"23'-5" 8 S401 TYP 21 k W1 8 x 3 5 ( 14 ' - 9 1 / 2 " ) 31 k W1 2 x 2 6 ( 14 ' - 2 " ) 1. 5 B - E 2 S401 TYP 3' - 2 1 / 2 " 3' - 2 1 / 2 " 1' - 6 " 6' - 7 " 1' - 2 " 4" 5' - 1 " 1' - 6 " 6' - 3 " 1' - 6 " W1 2 x 2 6 ( 14 ' - 2 " ) 6 S401 TYP 24 L H - S P ( 12' - 9 1/2" )( 13' - 4 1/2" )( 13' - 9 1/4" ) ( 14' - 3 1/4" )( 14' - 9 1/2" ) ( 13' - 8 1/2" ) ( 13' - 8 1/2" )( 14' - 1 1/4" ) W1 2 x 4 0 ( 13 ' - 3 " ) W36x135 ( 24' - 9" ) 3V L I 3 A 20 G A ( 15' - 0" ) W16x26 ( 14' - 4 1/2" ) 1'-0" 10 15 S500 2 S401 TYP B/DECK= 28' - 3 7/8" B/DECK= 10' - 3 1/4" 2' - 8 " 1' - 6 " 6' - 6 " 1' - 6 " 4' - 7 3 / 4 " 4' - 7 3 / 4 " 4' - 2 1 / 2 " EQ EQ EQ EQ3'-0"2'-0" 6' - 0 " 6' - 0 " 6' - 0 " 2' - 6 " HS S 6 x 6 x 5 / 8 ( 12 ' - 8 " ) HS S 6 x 6 x 5 / 8 ( 9' - 1 1 " ) B/DECK= 25' - 1 1/8" B/DECK= 23' - 3" 25k W16x26 25k 20 k 19 k 12 S401 TYP 12 S401 16 S401 13 S560 TYP 8' - 0 " 2' - 0 " TYP 8 1/4"0" 10 S401 TYP 13 S500 SIM 12 S501 B/DECK= 13' - 8 5/8" B/DECK= 13' - 0" 3 S511 10 S500 TYP 10 S500 1'-4 3/8" B/DECK= 23' - 1 3/4" 1 S501 2 S501 6'-4" 3" 4' - 3 1 / 2 " 2' - 5 1 / 2 " 1' - 1 0 " 4' - 3 1 / 2 " 4' - 3 1 / 2 " 3" HSS6x4x3/8 ( 13' - 2" ) 17 S502 FUTURE MECH UNIT 9 S502 TYP 5 S502 TYP 11 S401 EE OF GIRT 4 S501 11 S401 SIM 3 S501 17 S500 1' - 0 " 1' - 1 5 / 8 " 17 S401 11 S502 6 S501 18 S401 5 S501 18 S401 1' - 6 " 6" 8 S401 TYP S531 12 TYP EQ EQ EQ EQ EQ 5' - 0 " TYP HS S 1 0 x 6 x 3 / 8 ( 13 ' - 6 " ) 1 S402 4 S520 TYP 13 S501 TYP 2 S401 3 S402 6 S402 2 S401 TYP 3 S401 20 S530 TYP 2 S501 SIM15 S530 SIM 20 S505 19 S401 12 S200 12 S401 SEE S106 FOR LOW BEAM AT MASONRY WALL ALONG GRID L B/DECK= 28' - 8 3/8"B/DECK= 17' - 0 1/2" RE: ARCH 3'-7" 3 S561 6 S561 7 S561 3 S561 1 S561 TYP TYP TYP TYP (E) 2x12 @ 16" (E) 8 3/4x48 GLULAM (E) 8 3/4x48 GLULAM (E) 22"WOOD TRUSS @ 24" OC 5 S561 17 S501 17 S501 SIM 18 S501 (E) 6 3/4x42 GLULAM 4 S402 SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PR I N C I P A L : EO R : DE S I G N E R : PR O J E C T M A N A G E R : MM J O B # : DA T E P R I N T E D : FI L E P A T H : 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 1 1 : 1 7 : 3 1 A M C: \ P r o j \ 1 6 . 0 1 1 7 . S . 0 1 - E S T E S _ C O M M U N I T Y _ C E N T E R - R S 1 6_ e s a b i a . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 ROOF PLAN - SOUTH S107 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED S A B I A , K A T I E H O Y T ED S A B I A RA L P H R E M P E L 16 . 0 1 1 7 . S . 0 1 DW I G H T G I L B E R T 1/8" = 1'-0" ROOF - SOUTH1 NORTH NOTES: 1.SEE S106 PLAN NOTES: 1.SEE S000 SERIES SHEETS FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS. 2.SEE S530 FOR TYPICAL METAL DECK DETAILS AND SCHEDULE. 3.SEE S520 FOR TYPICAL STEEL JOIST DETAILS 4.SEE S010 FOR JOIST LOADING AND DESIGN CRITERIA FOR NONSTANDARD JOISTS NOTED AS “SP”. 5.TOP OF STRUCTURAL STEEL SHALL BE BOTTOM OF METAL DECK UNLESS NOTED OTHERWISE ON PLAN. 6.CONTRACTOR TO VERIFY ALL EQUIPMENT WEIGHTS, SIZES, LOCATIONS, AND OPENINGS REQUIRED WITH MECHANICAL CONTRACTOR. CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OF ANY CHANGES IN THE WEIGHTS OR LOCATIONS SHOWN ON THE DRAWINGS. SUCH CHANGES IN CONDITIONS SHALL BE SUBJECT TO STRUCTURAL ENGINEER REVIEW. RE: MECHANICAL AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL OPENINGS NOT SHOWN. 7.PROVIDE FIRST JOIST PARALLEL TO WALLS OR EDGES OF BUILDING WITH HALF THE STANDARD JOIST CAMBER. 8.ALL BEAM REACTIONS ARE FOR 10k (ULTIMATE) UNO. D.8 E.2 11 HS S 6 x 4 x 1 / 4 HS S 6 x 4 x 1 / 4 HS S 6 x 4 x 1 / 4 HSS6x6x1/4 HSS6x6x1/4 HS S 6 x 4 x 1 / 4 B/DECK= 5' - 8" B/DECK= 9' - 2 1/2" 2' - 0 " 10 ' - 8 " 1' - 6 " 9 S501 1'-4"10'-6"4'-5" EQ EQ EQ 7 S501 8 S501 TYP S500 18 6" S500 4 S520 3 S530 18 1'-0" S540 5 S500 4 S520 3 S530 18 AE S520 3 1'-0" AT 'SIM' 1'-3" S540 5 5" L 6" S501 11 S500 18 SIM, BETWEEN BEAMS S500 18 OH 7 4" S500 4 S520 3 S540 5 S500 4 OH S520 3 WOOD BLOCKING IN LOW HATS OF DECK AS NECESSARY SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PR I N C I P A L : EO R : DE S I G N E R : PR O J E C T M A N A G E R : MM J O B # : DA T E P R I N T E D : FI L E P A T H : 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 1 1 : 1 7 : 3 2 A M C: \ P r o j \ 1 6 . 0 1 1 7 . S . 0 1 - E S T E S _ C O M M U N I T Y _ C E N T E R - R S 1 6_ e s a b i a . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-17-2016 16.0117.S.01 ENLARGED PARTIAL PLANS S200 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED S A B I A , K A T I E H O Y T ED S A B I A RA L P H R E M P E L 16 . 0 1 1 7 . S . 0 1 DW I G H T G I L B E R T 1/4" = 1'-0" PARTIAL UPPER LEVEL - NORTH1 3/4" = 1'-0"4 BUILDING SECTION AC.5 3/4" = 1'-0"8 BUILDING SECTION AE 3/4" = 1'-0"12 BUILDING SECTION GRID L 3/4" = 1'-0"10 BUILDING SECTION GRID 7 A A A A B B A D A C E E D A C BOTTOM REINFORCING PER SCHEDULE TOP REINFORCING IF NOTED IN SCHEDULE PLAN L BARS W BARS APPROVED BEARING MATERIAL, SEE EARTHWORK SPECIFICATION T/FTG, SEE PLAN L BARS W BARS 2" C L R 3" C L R T (L x W) PLAN DIMENSIONS NOTE: 1.REINFORCING IS TOP AND BOTTOM WHEN TAG IS FOLLOWED BY "U" LONGITUDINAL REINFORCING TRANSVERSE REINFORCING, IF REQUIRED APPROVED BEARING MATERIAL, SEE EARTHWORK SPECIFICATION PLAN AT FOOTING INTERSECTIONS T/FOOTING, SEE PLAN NOTE: 1.SEE FOR POUR LENGTH LIMITS AND CONSTRUCTION JOINT DETAILS 2.SEE DETAILS FOR STRIP FOOTING REINFORCEMENT 19/S300 BAR SPLICES LTS AT ALL T 3" C L R W STRIP FOOTING SECTION 3" T Y P I C A L THROUGH FOOTING LTE OR CONTINUOUS CONSTRUCTION JOINT CONST JOINT LTS OR CONT PAST 1ST POUR 2ND POUR ELEVATION VIEW ADDITIONAL #6x7'-0" @ 12" OC MAX (2 MIN), CENTER ON CONSTRUCTION JOINTS 60'-0" MAX NOTES: 1.SUBMIT LOCATIONS OF CONSTRUCTION JOINTS FOR REVIEW PRIOR TO CONSTRUCTION 2.PLACE A MAXIMUM OF 60 FEET OF CONCRETE IN A STRAIGHT LENGTH OF WALL IN A SINGLE POUR 1ST POUR 2ND POUR TYP 8" +/- TYP 8" +/- 8" MAX EQ +/- 8" MAX 4" MIN OPTION 1 - SHEAR KEYS WALL ELEVATION PLAN SECTION CHAMFER VERTICAL EDGES AS SHOWN AT CONTRACTOR'S OPTION, DO NOT CHAMFER TOP & BOTTOM EDGES W/2 +/- W 1 1/2"2x KEY, TYP 6" 6" EQ EQ EQ 1ST POUR 2ND POUR 3'-6".3'-6". OPTION 2 - ADDITIONAL REINFORCING WALL ELEVATION NOTES: 1.REINFORCING SHOWN IS IN ADDITIONAL TO TYPICAL WALL/GRADE BEAM REINFORCING 2.WALL/GRADE BEAM REINFORCING IS NOT SHOWN 3.WALL/GRADE BEAM REINFORING SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINT NOTES: 1.WALL/GRADE BEAM REINFORCING IS NOT SHOWN 2.WALL/GRADE BEAM REINFORING SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINT 3.CLEAN SURFACES AND REMOVE LAITANCE 4.WET SURFACE AND REMOVE STANDING WATER PRIOR TO PLACING CONCRETE 60'-0" MAX 60'-0" MAX CONST JOINT CONST JOINT CONST JOINT WALL DOWELS STEP T/FOOTING, SEE PLAN T/FOOTING, SEE PLAN T/FOOTING, SEE PLAN 3'-0" MAX 3"3" 3'-0" EXCAVATE STEP AS STEEPLY AS SOIL ALLOWS 4" MAX 4" MAX LTE NOTE: 1.WALL HORIZONTAL & VERTICAL MAT REINFORCING (NOT SHOWN) TO BE CONTINUOUS THROUGH STEP LOWEST STEM WALL HORIZ BAR TO EXTEND LTE MIN PAST FOOTING STEP 2" APPROVED BEARING MATERIAL BELOW THIS LINE COMPACTED ACCORDING TO EARTHWORK SPEC B/FTG ADJACENT TO WALL SHALL BE AT OR BELOW THIS LINE 3 2 1'-0" SLAB ON GRADE BACKFILL PER S002 T/FTG, SEE PLAN FTG B/TRENCH EXCAVATION SHALL NOT EXTEND BELOW THIS LINE 3 2 GRADE TRENCH EXCAVATION TRENCH EXCAVATION 1'-0" - T/SLAB, SEE PLAN T/FOOTING, SEE PLAN AT STEEL COLUMN SEE PLAN FOR SUPPORTED COLUMN TYPE AND SIZE S300 4 S380 4 NOTE: 1.SPREAD FOOTING REINFORCING NOT SHOWN S310 3 MASONRY DWLS TO MATCH MASONRY WALL REINFORCING SIZE, SPACING AND LOCATION T/SLAB, SEE PLAN T/FOOTING, SEE PLAN 2'-0" UNO 4" TYP (2) #4xCONT #4 @ 24" #4xCONT TOP AND BOT 1'-0" 8" 3" CLR #5@12" EACH WAY, BOTTOM #4@12" EACH WAY, CENTERED T/SLAB, SEE PLAN AT THRESHOLD 3'-0" 3'-0" #4x @12" 1 1/2" AT THRESHOLD [#4x @12"] (3 MINIMUM) STD STD SUMP PIT SECTION ADD 1/2 NUMBER OF BARS INTERRUPTED BY OPENING PLUS 1, SPACE AT 3" OC, TYPICAL EACH SIDEPIT SLAB SUMP PIT - PLAN ELEVATOR REQUIREMENTS 2'-0" COORDINATE WITH ELEVATOR REQUIREMENTS 2'-0" COORDINATE WITH 1/4 2 SIDES, TYP L2x2x1/4 W/ 1/2"Øx4" HAS @ 12"OC MAX, (2) SIDES OF PIT W-19-4 (1 3/4x3/16) STEEL BAR GRATING AT SUMP PIT WATERSTOP, SEE SPECS 1'-6" 8" WATERSTOP, SEE SPECS 4" UNO 8" 2" TYP 2" TYP SUMP PIT ELEVATION [#4x @12"] (3 MINIMUM) 8" 8" STD EXCAVATE STEP AS STEEPLY AS SOIL ALLOWS 1'-0" 3/16 4 3/16 4 EMBED PL 3/8x12x12 W/ (4) 1/2"Øx4" HAS @ 8"GA, (2) EA SIDE AGAINST FOUNDATION WALL L2x2x1/4 LOW WALL STEM WALL T/FOOTING, SEE PLAN EQ EQ ADDITIONAL #6x7'-0" @ 12" OC MAX (3 MIN) 6" 1'-0" TYP 3'-6".3'-6". 4" POCKET IN LOW WALL FOR STEM WALL NOTE: 1.WALL HORIZONTAL & VERTICAL MAT REINFORCING (NOT SHOWN) TO BE CONTINUOUS THROUGH STEP LOW WALL STEM WALL T/FOOTING, SEE PLAN EQ EQ ADDITIONAL #6 @ 12" OC MAX (3 MIN) 4" POCKET IN LOW WALL FOR STEM WALL NOTES: 1.WALL HORIZONTAL & VERTICAL MAT REINFORCING NOT SHOWN 3'-6". AT STEM WALL PERPENDICULAR TO LOW WALL AT STEM WALL PARALLEL TO LOW WALL TYP 1'-0" 6" BLOCKOUT AROUND BASE PLATE AS NECESSARY. INFILL PRIOR TO PLACING STUDS S301 4 (4) #4 VERTS AT CORNERS (3) #4 , TOP (2) @3" TYP 8" - UNO 1'-0" TYP S310 2 NO SCALE4 TYPICAL SPREAD FOOTINGNO SCALE8 TYPICAL STRIP FOOTING NO SCALE19 CONSTRUCTION JOINT IN WALL ON FOOTINGS 3/4" = 1'-0"15 STRIP FOOTING W/CIP STEM WALL STEP, 3'-0" AND LESS 1/4" = 1'-0"1 TYPICAL FOOTING ADJACENT TO (E) FOUNDATION 1/4" = 1'-0"2 TYPICAL EXCAVATION AT FOOTING 3/4" = 1'-0"12 INTERIOR COLUMN AT SPREAD FOOTING 3/4" = 1'-0"11 INTERIOR CMU WALL ON STRIP FOOTING 3/4" = 1'-0"10 ELEVATOR PIT ON FOOTING 3/4" = 1'-0"14 STRIP FOOTING W/CIP STEM WALL STEP, GREATER THAN 3'-0" SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PRINCIPAL: EOR: DESIGNER: PROJECT MANAGER: MM JOB #: DATE PRINTED: FILE PATH: 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET As indicated 10/31/2016 11:17:34 AM C:\Proj\16.0117.S.01 - ESTES_COMMUNITY_CENTER - RS16_esabia.rvt ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 TYPICAL FOOTING DETAILS S300 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED SABIA, KATIE HOYT ED SABIA RALPH REMPEL 16.0117.S.01 DWIGHT GILBERT - F8x8 8'-0"x8'-0"x2'-2" (9) #7 EW BOT 320 - F7x7 7'-0"x7'-0"x2'-0" (9) #6 EW BOT 245 - F6x6 6'-0"x6'-0"x1'-8" (7) #6 EW BOT 180 - F5x5 5'-0"x5'-0"x1'-4" (6) #5 EW BOT 125 - F4x4 4'-0"x4'-0"x1'-2" (4) #5 EW BOT 80 - F3x3 3'-0"x3'-0"x1'-0" (4) #4 EW BOT 45 - F2x2 2'-0"x2'-0"x1'-0" (3) #4 EW BOT 20 - MARK FOOTING SIZE L x W x T REINFORCING SERVICE CAPACITY (KIPS)REMARKS SOIL ALLOWABLE PRESSURE = 5000 PSF SPREAD FOOTING SCHEDULE 3/4" = 1'-0"16 TYP EXTERIOR PILASTER A A A A A A A A #4x @18" OC - T/WALL, SEE PLAN T/FOOTING, SEE PLAN MASONRY DOWELS TO MATCH MASONRY WALL REINFORCING SIZE, SPACING AND LOCATION AT MASONRY WALL MLS LTE AT STUD WALL AT STOREFRONT OR CURTAINWALL PLAN SEE PLAN SEE #4 TOP AND BOTTOM, EACH FACE 2" CLR S300 8 4" TYP (3) #4xCONT FOR WALLS GREATER THAN 10" THICKNESS 1'-0" S310 2 3" CLR 1'-0" 4" TYP #4x @12" OC, EA FACE #6 @ 12" EA FACE (4) #4xCONT T/FOOTING, SEE PLAN MATCH MAS WALL REINF L S310 2 SIM #4 @ 12" #4x @12" OC, ALTERNATE HOOK DIRECTION - T/WALL, SEE PLAN T/FOOTING, SEE PLAN MASONRY DOWELS TO MATCH MASONRY WALL REINFORCING SIZE, SPACING AND LOCATION AT MASONRY WALL MLS LTE AT STUD WALL AT STOREFRONT OR CURTAINWALL PLAN SEE PLAN SEE EQ EQ 3" CLR 1'-0" #4 TOP AND BOTTOM S300 8 (2) #4xCONT 4" TYP FOR WALLS LESS THAN OR EQUAL TO 10" THICKNESS #4 @ 12" EACH WAY AT SIM S310 2 3" CLR MASONRY DWLS TO MATCH MASONRY WALL REINFORCING SIZE, SPACING AND LOCATION T/SLAB, SEE PLAN T/FOOTING, SEE PLAN 2'-0" UNO 4" TYP (2) #4xCONT #4 @ 24" #4xCONT TOP AND BOT 1'-0" 8" MASONRY PARTITION WALL PER 9/S450 3" CLR #4 VERTS AT CORNERS (8) #5x (4) #5 VERT EACH FACE 2'-0" 3'-0" T/ GRADE S301 4 EXTEND FOOTING REINFORCING TO FAR SIDE OF STEM WALL FOOTING #4 @ 18" AROUND PERIMETER (4) #4x S380 4 OFFSET PL 2 1/2" TOWARDS INTERIOR 10.3 SIM NJ EH OFFSET FOOTING AS NECESSARY ADJACENT TO (E) FOUNDATION (4) #4 VERTS AT CORNERS (3) #4 , TOP (2) @3" S310 13 MATCH BOTTOM OF (E) FOOTING CONTACT ENGINEER IF (E) FOOTING DIFFERS FROM WHAT IS SHOWN HERE SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PRINCIPAL: EOR: DESIGNER: PROJECT MANAGER: MM JOB #: DATE PRINTED: FILE PATH: 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET 3/4" = 1'-0" 10/31/2016 11:17:35 AM C:\Proj\16.0117.S.01 - ESTES_COMMUNITY_CENTER - RS16_esabia.rvt ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 TYPICAL STEM WALL DETAILS S301 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED SABIA, KATIE HOYT ED SABIA RALPH REMPEL 16.0117.S.01 DWIGHT GILBERT NO SCALE2 WIDE STEM WALL AT EXTERIOR 3/4" = 1'-0"5 ENTRY WALL FOUNDATION NO SCALE4 NARROW STEM WALL AT EXTERIOR 3/4" = 1'-0"8 TALL PARTITION CMU WALL ON STRIP FOOTING 3/4" = 1'-0"6 COMMUNITY CENTER PILASTERS 3/4" = 1'-0"7 GRID N/10.3 PILASTER 3/4" = 1'-0"9 FOOTING ADJACENT TO EXISTING BUILDING 14'-0" LONG BAR AT OUTSIDE FACE, SIZE AND SPACING TO MATCH TYPICAL WALL HORIZONTAL REINFORCING, CENTER ON CROSS WALLS CORNER BAR SIZE & SPACING TO MATCH INTERIOR FACE HORIZONTAL REINFORCING INSIDE FACES CROSS WALLINDICATES ADDITIONAL VERTICAL BARS, SIZE TO MATCH WALL TYPICAL VERTICAL REINFORCING CORNER BAR SIZE AND SPACING TO MATCH INTERIOR FACE HORIZONTAL REINFORCING OUTSIDE FACE (SOIL SIDE) OUTSIDE FACE (SOIL SIDE) INSIDE FACE HORIZ REINF CORNER BAR x SIZE AND SPACING TO MATCH INTERIOR FACE HORIZONTAL REINFORCING NOTES: 1.TYPICAL VERTICAL REINFORCING NOT SHOWN 2.SEE WALL DETAILS FOR BAR LAYERING 3.DETAIL IS SIMILAR WHERE SOIL OCCURS ON BOTH SIDES OF WALL CORNER BAR x SIZE AND SPACING TO MATCH HORIZONTAL REINF 7'-0" 7'-0" OR LTS, TYP CONTINUOUSAT INSIDE FACE, SPLICE BAR SIZE AND SPACING TO MATCH TYPICAL WALL HORIZONTAL REINFORCING 7'-0" 0", TYP AT CROSS WALL WITH REINFORCING CENTERED AT CROSS WALL WITH REINFORCING EACH FACE STANDARD HOOK, TYP TYPICAL WALL PLAN WITH REINFORCING ON THE INTERIOR FACE INSIDE FACES INSIDE FACES CORNER BAR SIZE & SPACING TO MATCH HORIZONTAL REINF OUTSIDE FACE (SOIL SIDE) OUTSIDE FACE (SOIL SIDE) HORIZONTAL REINF INDICATES ADDITIONAL VERTICAL BARS, SIZE TO MATCH TYPICAL WALL VERTICAL REINFORCING OR LTS, TYP CONTINUOUS CROSS WALL STANDARD HOOK, TYPCONTINUOUS BAR OR SPLICE BAR TO MATCH TYPICAL WALL HORIZONTAL REINFORCING SIZE AND SPACING CORNER BAR SIZE AND SPACING TO MATCH HORIZONTAL REINF [, NEED NOT EXCEED #6] NOTES: 1.TYPICAL VERTICAL REINFORCING NOT SHOWN 2.SEE WALL DETAILS FOR BAR LAYERING 3.DETAIL IS SIMILAR WHERE SOIL OCCURS ON BOTH SIDES OF WALL AT CROSS WALL WITH REINFORCING CENTERED AT CROSS WALL WITH REINFORCING EACH FACE 0" TYP TYPICAL WALL PLAN WITH TWO LAYERS OF REINFORCING CROSS WALL/GR BEAM CORNER BAR SIZE AND SPACING TO MATCH HORIZONTAL REINF HORIZONTAL WALL REINFORCING STANDARD HOOK, TYP INDICATES ADDITIONAL VERTICAL BARS, SIZE TO MATCH TYPICAL VERTICAL REINFORCING TYPICAL 2" CLEAR OR LTS TYP CONTINUOUS CONTINUOUS BAR OR SPLICE BAR TO MATCH TYPICAL WALL HORIZONTAL REINFORCING SIZE AND SPACING NOTES: 1.TYPICAL VERTICAL REINFORCING NOT SHOWN 2.SEE WALL DETAILS FOR BAR LAYERING 3.DETAIL IS SIMILAR WHERE SOIL OCCURS ON BOTH SIDES OF WALL AT CROSS WALL WITH REINFORCING CENTERED AT CROSS WALL WITH REINFORCING EACH FACE 0" TYP TYPICAL WALL PLAN WITH SINGLE CURTAIN OF REINFORCING NOTES: 1.TYPICAL VERTICAL REINFORCING NOT SHOWN 2.SEE WALL DETAILS FOR BAR LAYERING PILASTER IN WALL -- - PLAN SEE SEE PLAN 4" LTS, TYP CONTINUOUS OR SEE SCHED FOR TIES SEE SCHEDULE FOR VERTICAL REINF (10 SHOWN) 0" TYP PILASTER SECTION / ELEVATION AT FOOTING -- #3 DOWEL TIE AT TOP AND BOTTOM OF DOWELS AT CONTRACTOR'S OPTION 3" CLEAR FOUNDATION DOWELS TO MATCH PILASTER VERTICAL REINFORCING T/FOUNDATION, SEE PLAN PILASTER FOUNDATION PILASTER REINFORCING WALL BEYOND 4" CLEAR UNO 1'-0" UNO 1'-0" UNO 1'-0" - 3" CLR 2" CLR 1" CLR #5 @ 15" HORIZ, EACH FACE #8 @ 8" #7 @ 8" #4 @ 12" T&B #4 @ 12" #5 @ 15" S310 2 1 1/2"x3 1/2" KEYED OR TOOLED JOINT 1'-6" 2" CLR 3 3" CLR 2" CLR 1" CLR#5 @ 15" HORIZ, EA FACE #6 @ 9" #6 @ 15" #4 @ 12" T&B #6 @ 15" #5 @ 15" S310 2 1 1/2"x3 1/2" KEYED OR TOOLED JOINT NO FRONT FACE REINF AT TYPE 2 10" TYPE 2 1'-0" TYPE 1 & 3 1'-3" NOTE: 1.SEE 10/S305 FOR TOP OF WALL AT TYPE 2 2" CLR 3 3" CLR 2" CLR #6 @ 15" #6 @ 18" #6 @ 12" T&B S310 2 1 1/2"x3 1/2" KEYED OR TOOLED JOINT 1'-3" #4 @ 12" T&B 2" CLR SLOPE TO MATCH GRADING 2" NOTCH S540 14 1'-0" VARIES #4 @ 18" LTS 1 1/2"x3 1/2" KEYED OR TOOLED JOINT 1 1/2" KEY NOTE: 1.SEE & FOR REINFORCING SIZE & SPACING10/S300 1/S305 3/16 2 3/16 2 PL WASHER TO BASE PLATE, TYP ANCH BOLTS SHALL HAVE 12" EMBEDMENT S305 9 S305 10OR S380 4 3 S310 SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PRINCIPAL: EOR: DESIGNER: PROJECT MANAGER: MM JOB #: DATE PRINTED: FILE PATH: 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET 3/4" = 1'-0" 10/31/2016 11:17:37 AM C:\Proj\16.0117.S.01 - ESTES_COMMUNITY_CENTER - RS16_esabia.rvt ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 TYPICAL FOUNDATION WALL DETAILS S305 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED SABIA, KATIE HOYT ED SABIA RALPH REMPEL 16.0117.S.01 DWIGHT GILBERT NO SCALE8 TYPICAL HORIZONTAL REINFORCING AT BASEMENT AND FOUNDATION WALLSNO SCALE20 PILASTER DETAILS AT BASEMENT AND FOUNDATION WALLS PIL-B (16) #8 #4 @ 16" PIL-A (10) #8 #4 @ 16" PILASTER MARKER VERTICAL REINFORCEMENT TIES PILASTER SCHEDULE 3/4" = 1'-0"1 TYP BUILDING FOUNDATION WALL 3/4" = 1'-0"9 GRID 3 FOUNDATION WALL 3/4" = 1'-0"10 SHORT BUILDING RETAINING WALL 3/4" = 1'-0"5 FOUNDATION WALL AT ELEV PIT 3/4" = 1'-0"11 TYP EDGE COLUMN PILASTER AT RETAINING WALLS A A A A A A PLAN AT PILASTERPLAN AT COLUMN CONTROL JOINT OR CONSTRUCTION JIONT CL COL TOOLED JOINT, TYP COLUMN FACE COLUMN, SEE PLAN FOR SHAPE ISOLATION JOINT, TYP CONCRETE ENCASEMENT TO COVER COL BASE SECTION AT COLUMN COLUMN OR PILASTER CONSTRUCTION JOINT DIAMOND OR ROUND BLOCKOUT 4" M I N S310 2 T/FOUNDATION 4" M I N 1/4" PREFORMED JOINT FILLER, FULL SLAB DEPTH, FILLER SHALL NOT PROTRUDE ABOVE SLAB JOINT SEALANT, SEE ARCH 2ND POUR1ST POUR EXTEND REINFORCING THROUGH JOINT NOTE: 1.PROVIDE TOOLED JOINT OR SAW CUT AS SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY TO PERMIT CUTTING WITHOUT CHIPPING, SPALLING, OR TEARING (BUT NOT MORE THAN 12 HOURS AFTER CASTING) PROVIDE #4x5'-0" @ 18" OC NOTE 1 SLAB REINFORCING #4xCONT EACH SIDE OF JOINT 2 1 CONSTRUCTION JOINT CONTROL JOINT AT T < 6"AT T ≥ 6" 6" T/4 T 6" 2x4xCONT KEY, CHAMFER EDGES AT CONTRACTOR'S OPTION, CENTER IN SLAB DEPTH 1 1/2" S310 3 S310 3 8 S310 PROVIDE JT EW AT ALL RE-ENTRANT CORNERS CONTROL OR CONSTRUCTION JT RATIO = 1:1.5 10'-0" MAX EW MAX ASPECT NOTES: 1.KEY PLAN ILLUSTRATES CONSTRUCTION CONCEPTS ONLY. SEE PLAN FOR ACTUAL DIMENSIONS AND ARRANGEMENT 2.PROVIDE ADDITIONAL CONTROL JOINTS AT ABRUPT CHANGES IN THICKNESS AND LOCATIONS PRONE TO CRACKING, COORD LOCS WITH FLOOR FINISHES AND INTERIOR WALLS PROVIDE TYP TRIM REINF AT ALL OPNGS, NOTCHES, AND RE-ENTRANT CORNERS 2 S310 S390 4 S390 4 SEE GENERAL NOTES FOR POUR LENGTH AND AREA LIMITS S390 4 TYP SLAB REINF, SEE ~ ~ ~~ 4/S310 CONT VAPOR RETARDER, SEE ARCH BAR SUPPORTS, SEE SPEC NOTES: 1.PREPARED/COMPACTED SUBGRADE AND/OR GRANULAR COURSE, SEE EARTHWORK SPEC SLAB REINF TYPICAL SLAB-ON-GRADE SECTION P CLR T NOTE 1 (3) #4xCONT ALTERNATE HOOK DIRECTION #4 @ 24" AND AT WALL ENDS AND JAMBS 3'-0" MIN 3" CLR 8" MLS 11' 4" MAX STAIR STRINGER AND CONN TO SOG BY STAIR MNFR (3) #4xCONT #4x @24" 2'-0" 2'-0" 1'-0" BEYOND STRINGERS 2'-0" (MIN), EXTEND THICKENED ZONE MIN 1'-0" 3'-0" #4x @12" TOP, A706 FIELD BENT AT CONTRACTOR'S OPTION #4x5'-0"@12", EPOXY COATED, CTRD ON WALL/GRADE BEAM TYPICAL 3'-0" WALL ELEVATIONLAP BARS TO MATCH TOP REINFORCING UNO 8" LTS+16" 2" TOP REINFORCING 2" RIGID INSULATION, CENTERED BELOW DOOR THRESHOLD BEARING, TYP 3 1/2" MIN 8" UNO 8" AT WALK-OFF MAT DEPRESSION 8" WALL ELEVATION SECTION LAP BARS TO MATCH TOP REINFORCING UNO 8" LTS+16" 2" TOP REINFORCING 1" CLEAR #4x5-0"@12" OC (3 MIN), CENTER OVER FOUNDATION TYP 6" TOOL JOINT ALIGNED WITH FACE OF FOUNDATION, DO NOT SAW CUT #4xCONT #4x @18" CTR 3'-0"3'-0" 1.5T #4xCONT 1'-0" MIN 1'-0" MIN T T 1.5T 1'-0" MIN 1'-0" MIN T . 1 1 2 1 #4@12" (2 MIN) #4x2'-0" @12" OC CONSTRUCTION JOINT AT CONTRACTOR'S OPTION, SEE MIN 8" 8" MAX 2'-6" MAX 6" 8/S310 1 2 #6 @ 12" SEE PLAN 1 1/2" MIN LEDGE #4 @ 18" L3x3x1/4xCONT W/ 1/2"Øx4" HAS @ 12"OC DOWELS PER S400 HDAS 3/4"Øx5" @ 12"OC MLS 4'-0" 4'-0" 2" CLR STAIR, LANDING & RAILING DESIGN BY CONTRACTOR POST DESIGN AT LANDINGS BY CONTRACTOR 1/2" MAX MIN 8" 1'-0"1'-0" (3) #4x2'-0" EACH WAY 2'-0" SQUARE CONNECTION TO SOG BY CONTRACTOR 2'-0" MLS 8" 2" MIN EXP JOINT (3) #4xCONT S310 2 NJ EH GROUT SOLID FIRST COURSE HOOKED SPLICE BAR TO MATCH WALL REINF VERTICALS #4xCONT MIN 8"(2) #4 BOTTOM 6 " M I N #4x @ 12" OC2'-0 2'-0 #4 @ 12" OC 3 " C L R KEYED JOINT, SEE 6" 8/S310 #4x1'-0 @ 18" OC ON ALL SIDES OF PATCH, ADHESIVE ANCHOR ENBED 4" 6x6-W2.9xW2.9 WWR FOR PATCH LESS THAN 16" WIDE NJ EH EQ EQ 1'-4" #4x2'-8" ADHESIVE ANCHOR @ 18" OC MAX (3) #4xCONT 6 S310 S310 7 #4 @18" 1'-6 1 1/2" KEY, TYP S310 8 SIM SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PRINCIPAL: EOR: DESIGNER: PROJECT MANAGER: MM JOB #: DATE PRINTED: FILE PATH: 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET As indicated 10/31/2016 11:17:40 AM C:\Proj\16.0117.S.01 - ESTES_COMMUNITY_CENTER - RS16_esabia.rvt ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 TYPICAL SOG DETAILS S310 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED SABIA, KATIE HOYT ED SABIA RALPH REMPEL 16.0117.S.01 DWIGHT GILBERT 3/4" = 1'-0"3 SLAB-ON-GRADE BLOCKOUT AT COLUMN/PILASTER 1 1/2" = 1'-0"2 TYPICAL SLAB-ON-GRADE ISOLATION JOINT 1 1/2" = 1'-0"8 SLAB-ON-GRADE JOINTS NO SCALE5 TYPICAL SLAB-ON-GRADE KEY PLAN 1" = 1'-0"4 TYP SLAB-ON-GRADE SCHEDULE 3/4" = 1'-0"16 SOG BELOW CANTILEVER MASONRY PARTITION WALL 3/4" = 1'-0"10 SLAB-ON-GRADE SUPPORTING METAL PAN STAIR 3/4" = 1'-0"12 TYPICAL SLAB-ON-GRADE EXTERIOR THRESHOLD 3/4" = 1'-0"11 SLAB-ON-GRADE INTERIOR THRESHOLD 3/4" = 1'-0"6 TYPICAL SLAB-ON-GRADE RAMP/SLOPE 3/4" = 1'-0"7 TYPICAL SLAB-ON-GRADE STEP 3/4" = 1'-0"9 TYPICAL THICKENED SOG OVER DEEP FILL AT BASEMENT WALL SOG7.5A 7 1/2" - - SEE 9/S310 SOG4A 4" WWR 6x6-W2.9xW2.9 1 1/2" - TYPE THICKNESS T REINF BAR POSITION P REMARKS SLAB ON GRADE SCHEDULE 3/4" = 1'-0"15 POST TO SOG AT PERFORMANCE SPECIFIED STAIR 3/4" = 1'-0"13 SOG ADJACENT TO EXISTING BUILDING 3/4" = 1'-0"14 TYP MAS PARTITION TO SOG 3/4" = 1'-0"17 TYP STAIR ON GRADE 1 1/2" = 1'-0"18 TYP SOG REPLACEMENT AT EXISTING 3/4" = 1'-0"19 SOG TIE-IN TO EXISTING BUILDING 3/4" = 1'-0"20 SOG RAMP SECTION 1 1 EG 1'-0" (2) #4xCONT 1 1 S310 18 OH 1'-0" CAST OR DRILLED IN DOWEL, EMBED 8" EG S310 18 OH 1'-0" (2) #4xCONT NOTE: 1.SEE 1/S311 FOR TOP OF WALL S310 18 1'-0" 1 1 CAST OR DRILLED IN DOWEL, EMBED 8" MIN 6" 6" MIN 3'-0" PLACE CONCRETE IN TRENCH AS SHOWN FULL LENGTH OF DOOR EXTENDING AS FAR SOUTH AS NECESSARY TO ENSURE AT LEAST 1’-0” OF SOIL IS ABOVE INTERIOR SLAB ON GRADE SITE SLAB, SEE CIVIL SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PRINCIPAL: EOR: DESIGNER: PROJECT MANAGER: MM JOB #: DATE PRINTED: FILE PATH: 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET 3/4" = 1'-0" 10/31/2016 11:17:40 AM C:\Proj\16.0117.S.01 - ESTES_COMMUNITY_CENTER - RS16_esabia.rvt ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 SOG DETAILS S311 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED SABIA, KATIE HOYT ED SABIA RALPH REMPEL 16.0117.S.01 DWIGHT GILBERT 3/4" = 1'-0"1 NEW MASONRY BEARING WALL 3/4" = 1'-0"2 NEW MASONRY BEARING WALL - 2 3/4" = 1'-0"3 EXISTING FOUNDATION DEPTH FIX A A TYP EMBEDDED PL SCHED** BEAM C8, W8 CAPACITY (KIPS)*D (IN) L (IN) TOTAL # HAS 12 6 4 C10, W10 12 6 4 C12, W12 12 8 4 W14 14 9 6 W16 16 10 6 W18 18 12 6 W21 21 14 8 W24 24 16 10 W27 27 18 12 W30 30 18 14 W33 33 20 14 W36 36 20 16 * ULTIMATE LEVEL (LRFD) ** EMBEDDED PLATE TYPE IS BASED ON BEAM DEPTH. IF PLAN REACTION IS GREATER THAN SCHEDULED CAPACITY, REQUEST CUSTOM CONNECTION FROM ENGINEER T/PL = T/BM, TYP PL 3/4 3/4"Ø HAS, TYP, SEE SCHEDULE FOR LENGTH AND TOTAL # 13/16"x2 3/4" SLOTTED HOLE IN L6, STANDARD HOLE IN BEAM L6x3 1/2x3/8, (2) PT BOLTS, CENTER VERTICALLY ON BM NOTES: 1. COMPLETE ALL WELDS PRIOR TO INSTALLING DECK OR USING BEAM TO SUPPORT ANY CONSTRUCTION MATERIALS 2. SEE FOR WELDING OF REBAR TO EMBED PLATES WHEN REQUIRED. DAS MAY BE SUBSTITUTED FOR REBAR. 1 1/2" ± 1" WELDING CLEARANCES TRIM FLG T&B, ONE SIDE ONLY, AS REQD FOR FIELD EQ EQ EQ 2" 2" D 2"5"5"2" EMBED & BEAM CL T/CONC BEAM ELEVATION EMBED ELEVATION MINIMUM CONCRETE EDGE DISTANCES AT WALLS OF ANGLE DO NOT WELD ACROSS TOP 11 S380 AT SKEWED CONNS 8" STUDS 15 15 39 51 61 78 84 99 106 113 118 124 1'-0" MIN S380 10WHERE LESS 7 S380AT PILASTER 5/16 3/4" RETURN TOP, FULL RETURN BOT 5/16 3 SIDES, NOTE 1 1 1/2" 1/S380 1 1/2" T&B L BAR SIZE E L 23/16#3 #4 1/4 2 1/2 #5 5/16 3 #6 3/8 3 1/2 #7 7/16 4 DBAR SIZE 3/8 1/2 7/16 5/16 1/4 #7 #6 #5 #4 #3 #8 1/2 4 1/2 9/16#8 FROM BEND STOP WELD (2) BAR DIA'S D(E)L (E)L NOTES: 1. ALL WELDED REBAR SHALL BE A706 NOTES: 1. REQUEST CONN FROM ENGINEER IF Ø > 45° Ø BENT PL 3/8xL ~ BEAM WEB 3 1/2" 6 " 0" TO 1'-0" REPLACE TOP (2) HAS w/ (2) #6 (A706) #6x2'-4", EMBED SUPPLIER TO TIE IN PLACE CENTERED ON PLATE, WELDING NOT PERMITTED LESSER OF: 1) LDH 2) FAR FACE OF CONC LESS 2" 1'-0" 11 49/64" 0" TO 1'-0" REPLACE TOP (2) HAS w/ (2) #6 (A706) #6x3'-0", CENTERED ON EMBED SINGLE SIDED 9" 2" CLEAR PIGGYBACK STUDS NOTES: 1. ALL AROUND WELD MAY BE USED IN LIEU OF THE WELD SHOWN 2. 12xANCHOR RODØ MEASURED TO TOP OF DOUBLE NUT, DECREASE AS REQUIRED TO PROVIDE 3" CLEAR COVER AT FOOTING LOCATIONS 3. 2"Ø MAXIMUM GROUT HOLE AT CONTRACTOR'S OPTION. ONE OR TWO GROUT HOLES RECOMMENDED FOR BASE PLATES LARGER THAN 24" IN WIDTH. TYPICAL 5/16 NOTE 1 HSS OR PIPE COLUMN 5/16 - B N - - B N OPTIONAL LEVELING NUTS DOUBLE NUT OR HEADED ANCHOR ROD ABOVE NUT 2" MIN PROJECTION T, SEE SCHEDULE GROUT 1 1/2" NON-SHRINK NOTE 2 - 3/4"Ø ANCHOR RODS, UNO PL WASHER 1/2x2x2 W/ STANDARD HOLE 1 5/16"Ø HOLES IN BASE PLATE UNO, 1 13/16"Ø HOLE AT 1"Ø ANCHOR RODS W12, W14, W16 4"4" TYP SEE PLAN FOR SUPPORTED COLUMN TYPE AND SIZE HSS OR PIPE 4" 4" TYPTYP 1 1/2" TYP 1 1/2" GROUT HOLE, NOTE 3 3 L3x3x1/4xCONT W/ 1/2"Øx5" HAS @ 12"OC DECK DIRECTION VARIES 3/4"Øx5" HAS @ 12"OC SLOPE TO MATCH GRADING 4" NOTCH #5xCONT TO MATCH NOTCH SLOPE #4xCONT S540 13 SIM 8" 3"3" 1'-2" 1'-4" NOTE: 1) SEE 4/S380 FOR ADDITIONAL INFORMATION 2) PROVIDE (4) #4 TIES AROUND ANCHOR BOLTS IN CONCRETE BEAM 5/16 PL 1 1/2 W/ (4) 1 1/4"Ø ANCHOR BOLTS IN 2 1/16" HOLES. EMBED 18" MIN. PL WASHER 1/2x3x3, TYP 1'-6" 1'-6" NOTE: 1) SEE 4/S380 FOR ADDITIONAL INFORMATION 2) PROVIDE (4) #4 TIES AROUND ANCHOR BOLTS IN CONCRETE BEAM 5/16 PL 1 1/2 W/ (4) 1 1/4"Ø ANCHOR BOLTS IN 2 1/16" HOLES. EMBED 18" MIN. PL WASHER 1/2x3x3, TYP 2" TYP A6 T/PILASTER B/ MTL DECK S380 7 S380 4 A6 L3x3x1/4xCONT W/ 1/2"Øx5" HAS @ 6"OC DECK DIRECTION VARIES 3/4"Øx5" HAS @ 6"OC 8" #4xCONT S540 13 NO SCALE16 TYPICAL BEAM EMBED PL CONNECTION & SCHEDULE - LRFD NO SCALE1 TYPICAL REBAR WELD SCHEDULE NO SCALE11 BEAM EMBED AT SKEWED BM NO SCALE10 BEAM EMBED NEAR TOP OF WALL SINGLE SIDED 1 1/2" = 1'-0"7 BEAM EMBED AT TOP OF PILASTER/COLUMN 3/4" = 1'-0"4 TYPICAL GRAVITY COLUMN BASE PLATE SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PRINCIPAL: EOR: DESIGNER: PROJECT MANAGER: MM JOB #: DATE PRINTED: FILE PATH: 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET As indicated 10/31/2016 11:17:43 AM C:\Proj\16.0117.S.01 - ESTES_COMMUNITY_CENTER - RS16_esabia.rvt ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 CONCRETE SUPPORTING STEEL DETAILS S380 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED SABIA, KATIE HOYT ED SABIA RALPH REMPEL 16.0117.S.01 DWIGHT GILBERT 3/4" = 1'-0"13 GRID 3 FOUNDATION WALL TO UPPER LEVEL HSS8x8x1/4 3/4 15 15 HSS6x6x1/4 3/4 13 13 HSS5x5x1/4 3/4 12 12 HSS4x4x1/4 3/4 12 12 W14 1 1/2 18 16 W12x58 1 1/2 15 17 W12x53 1 1/4 13 15 W12x35-W12x50 1 12 16 COLUMN SIZE PLATE THICKNESS, T (in) B, (in) N, (in) BASE PLATE DIMENSIONS 1 1/2" = 1'-0"2 BRACED FRAME COLUMN BASEPLATE 1 1/2" = 1'-0"6 HSS10x10 COL BASEPLATE 3/4" = 1'-0"5 COLUMN AT PILASTER 3/4" = 1'-0"14 GRID A6 FOUNDATION WALL TO UPPER LEVEL NOTES: 1.ALL BENDS SHALL BE MADE COLD 2.#14 & #18 BARS SHALL BE BEND TESTED & LAB APPROVED PRIOR TO BENDING STANDARD BENDS 90° HOOK (#3-#5) d 3" MIN 6d TYPICAL REINFORCING BENDS STIRRUP/TIE BENDS 180° HOOK (#3-#8) D 2 1 6 MAX OFFSET BEND D1 #3 - #8 6d #9 - #11 8d 90° HOOK (#6-#8) d 12d D 2 135° HOOK (#3-#8) d 3" M I N6d D 2 90° HOOK d 12d D 1 180° HOOK d 2 1/2" MIN 4d D1 #3 - #5 4d #6 - #8 6d D2 d D2 2 1/2" MIN 4d ADD 1/2 NUMBER OF BARS INTERRUPTED BY OPENING PLUS 1, SPACE AT 3" OC DETAIL SIMILAR FOR CIRCULAR OPENINGS NOTES: 1.DETAIL APPLIES UNLESS REINFORCING IS SPECIFICALLY DETAILED ON THE DRAWINGS 2.2. HOOK BARS WITH STANDARD HOOK WHERE LTS CANNOT BE ACHIEVED H, 3'-0" MAX TYP LTS + H TYPICAL OPENING (WALL ELEVATION) MAX D=0.3T OR 2" WHICHEVER IS SMALLER D = OUTSIDE DIAMETER CLEAR 3D (12" MIN) NOTES: 1.WHERE CLEAR DISTANCE BETWEEN PIPING/CONDUIT CAN NOT BE ACHIEVED AS SHOWN, STRUCTURAL ENGINEER OF RECORD SHALL BE NOTIFIED FOR REVIEW 2.IN WALL PIPING/CONDUITS GREATER THAN 0.2T SHALL BE SUBMITTED FOR REVIEW 3.LOCATE PIPING/CONDUITS WITHIN MIDDLE THIRD (T/3) OF WALL AT PIPING OR CONDUIT (WALL SECTION) D NOTE 1 MAX 12" NOTE 1 ALIGN PENETRATIONS VERTICALLY AND HORIZONTALLY EDGE OF WALL (BOTTOM, OPENING, ETC.) NOTES: 1.GREATER OF 2xD AND 12", WHERE CLEAR DISTANCE IS NOT ACHIEVABLE, TREAT AREA AS SINGLE OPENING REINFORCED PER "TYPICAL OPENING" DETAIL 2.DO NOT CORE OPENINGS, SLEEVE OPENINGS PRIOR TO PLACING CONCRETE 3.DO NOT CUT REBAR AT PENETRATION LOCATIONS. REBAR MAY BE MOVED 8" MAX TO ACCOMMODATE PENETRATIONS 4.SCHEDULE 40 STEEL SLEEVES SHALL BE USED IN CRITICAL AREAS OF THE WALL AND SLABS AS DETERMINED BY STRUCTURAL ENGINEER OF RECORD EDGES, TYP 12" FROM ALL TYP EACH WAY 2" CLR TO REINFORCING, NOTE 2 AT OPENINGS 12" OR LESS (WALL ELEVATION) T TYP LTS+W W, 3'-0" MAX 3" TYP FORM SAVER AT BEAM OR WALL FACE AT BEAM OR WALL END LTS UNOLTS T LDH OR T-2" LESSER OF LTS UNO NOTE: 1.FORM SAVERS SHOWN ON DRAWINGS ARE SUGGESTED BASED ON ANTICIPATED CONSTRUCTION SEQUENCE AND FORMING SYSTEM. GENERAL CONTRACTORS AND SUB-CONTRACTORS MAY COORDINATE AND INSTALL CONTINUOUS BARS OR BREAK-OUT BARS TO PROVIDE EQUIVALENT CONTINUITY. NOTES: 1.DETAIL APPLIES FOR ALL OPNGS IN SOG'S AND TOPPING SLABS 2.REINF NOT REQUIRED AT OPNGS SMALLER THAN 10"x10" 3.SEE OTHER DTLS FOR REINF AT OPNGS IN CONC WALLS, CONC STR SLABS, AND METAL DECK SLABS OPENING RE-ENTRANT CORNER: DIAG BARS 2'-0" TYP TYP 1 1/2" TYP 3" (2) BARS EACH SIDE CENTERED IN SLAB. MATCH SLAB REINF SIZE (#4 MIN) SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PRINCIPAL: EOR: DESIGNER: PROJECT MANAGER: MM JOB #: DATE PRINTED: FILE PATH: 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET As indicated 10/31/2016 11:17:46 AM C:\Proj\16.0117.S.01 - ESTES_COMMUNITY_CENTER - RS16_esabia.rvt ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 TYPICAL CONCRETE DETAILS S390 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED SABIA, KATIE HOYT ED SABIA RALPH REMPEL 16.0117.S.01 DWIGHT GILBERT NO SCALE10 REINFORCING DEVELOPMENT, PLACEMENT, AND BEND INFORMATION SLABS OR WALLS NOT EXPOSED TO EARTH OR WEATHER 1 CONCRETE PLACED IN FORMS, EXPOSED TO WEATHER OR EARTH 2 CONCRETE PLACED AGAINST EARTH 3 CASE COVER (IN) REBAR COVER NO SCALE11 CAST IN PLACE WALL PENETRATIONS NO SCALE16 TYPICAL FORMSAVER 1. SCHEDULED HOOK EMBEDMENT LENGTHS ASSUME: A. SIDE COVER IS 2 1/2 INCHES OR GREATER B. COVER BEYOND IS 2 INCHES OR GREATER 2. IF REINFORCING IS SPECIFIED AS EPOXY COATED, INCREASE SCHEDULED LENGTHS BY 20% 3. IF LIGHTWEIGHT AGGREGATE IS SPECIFIED, INCREASE SCHEDULED LENGTHS BY 30% 4. IF SIDE COVER IS LESS THAN 2 1/2 INCHES, INCREASE LENGTHS BY 40% HOOK EMBEDMENT NOTES: 1. IF REINFORCING IS SPECIFIED AS EPOXY COATED, INCREASE SCHEDULED LENGTHS BY 50% 2. IF LIGHTWEIGHT AGGREGATE IS SPECIFIED, INCREASE SCHEDULED LAP BY LENGTHS 30% 3. SCHEDULED LENGTHS ASSUME: A. CLEAR COVER IS GREATER THAN BAR DIAMETER, BUT NOT LESS THAN 3/4" B. CLEAR SPACING BETWEEN BARS IS GREATER THAN 2 BAR DIAMETERS C. IF EITHER CONDITION A OR B IS NOT MET FOR A GIVEN BAR, INCREASE LENGTHS BY 50% 4. LENGTHS NOTED BASED ON Fy = 60,000 PSI. FOR OTHER YIELD STRENGTHS, MULTIPLY LENGTHS NOTED BY Fy/60,000 5. IF DEVELOPMENT OR LAP LENGTH IS SHOWN, BUT CANNOT BE ACHIEVED, EXTEND BAR TO FAR FACE (LESS 2" COVER) OF CONCRETE ADJUSTMENTS TO GIVEN LENGTHS: 1. ALL SPLICES SHALL BE WIRED IN CONTACT. TOP AND BOTTOM BEAM SPLICES SHALL BE STACKED VERTICALLY 2. ALL SPLICES ARE 'LTS' UNLESS NOTED OTHERWISE 3. SMALLER BAR LAP LENGTH SHALL BE USED WHEN SPLICING DIFFERENT SIZED BARS A. COMPRESSION LAP LENGTH SHALL NOT BE LESS THAN 'LCE' OF THE LARGER BAR B. TENSION LAP LENGTH SHALL NOT BE LESS THAN 'LTE' OF THE LARGER BAR 4. LAP LENGTHS SPECIFICALLY DETAILED ON DRAWINGS SHALL GOVERN IN LIEU OF LAP LENGTHS SCHEDULED 5. BUNDLED BAR SPLICES: A. INDIVIDUAL BAR SPLICES WITHIN THE BUNDLE SHALL BE STAGGERED B. INCREASE LAP LENGTH 20% FOR A 3 BAR BUNDLE C. INCREASE LAP LENGTH 33% FOR A 4 BAR BUNDLE 6. IF A NOTE OR DETAIL CALLS FOR A BAR TO BE EMBEDDED Ld (DEVELOPMENT LENGTH) INTO CONCRETE, THIS LENGTH SHALL CORRESPOND TO A 'LTE' LAP LAP SPLICE NOTES: 1. 'LCE' = COMPRESSION EMBEDMENT LENGTH 'LCS' = COMPRESSION LAP SPLICE LENGTH 'LDH' = HOOK DEVELOPMENT LENGTH 'LTE' = TENSION EMBEDMENT LENGTH 'LTS' = TENSION LAP SPLICE LENGTH 2. 'TOP' BARS ARE HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12 IN OF FRESH CONCRETE IS CAST BELOW THE BAR 3. ALL BARS THAT ARE NOT 'TOP' BARS ARE 'OTHER' BARS 4. UNLESS NOTED OTHERWISE, ALL HOOK BARS SHALL EXTEND TO THE FAR FACE (LESS 2" COVER) GENERAL NOTES: #11 #36 31 43 22 101 77 131 100 27 43 19 87 67 113 87 26 43 17 78 60 101 78 #10 #32 28 38 20 91 70 118 90 24 38 17 79 60 102 78 23 38 15 70 54 91 70 #9 #29 25 34 18 81 62 105 80 22 34 15 70 54 91 70 21 34 13 63 48 81 62 #8 #25 22 30 15 72 55 93 71 19 30 13 62 47 80 62 18 30 12 55 42 72 55 #7 #22 19 27 13 63 48 81 62 17 27 12 54 42 70 54 16 27 11 49 37 63 48 #6 #19 17 23 12 43 33 56 43 15 23 11 37 28 48 37 14 23 9 33 25 43 33 #5 #16 14 19 10 36 27 46 36 12 19 8 31 24 40 31 12 19 8 28 21 36 28 #4 #13 11 15 8 29 22 37 28 10 15 7 25 19 32 25 9 15 6 22 17 19 22 #3 #10 9 12 6 22 16 28 21 8 12 6 19 14 24 18 8 12 6 17 13 22 17 LCE LCS LDH LTE TOP LTE OTHER LTS TOP LTS OTHER LCE LCS LDH LTE TOP LTE OTHER LTS TOP LTS OTHER LCE LCS LDH LTE TOP LTE OTHER LTS TOP LTS OTHER COMP TENSION COMP TENSION COMP TENSIONBAR SIZE (IN-LB) BAR SIZE (METRIC) F'c = 3,000 PSI THRU 3,500 PSI F'c = 4,000 PSI F'c = 5,000 PSI LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE (INCHES) 3/8" = 1'-0"4 TYPICAL TRIM REINFORCEMENT A B A B A B 1 1 NOTES: 1.90 DEG CORNER AND INTERSECTION IS SHOWN. WALLS MEETING AT OTHER ANGLES SHALL HAVE (a) BLOCK OVERLAPPING 4" MIN AT ALL HEAD JOINTS OR (b) FACE SHELL BROKEN OPEN AND COMMON CORE GROUTED 2.IF HEAD JOINT ALIGNS OVER THE FULL WALL HEIGHT, BREAK OPEN FACE SHELLS AND GROUT WALLS TOGETHER FULL HEIGHT, TYP AT ALL CORNERS AND INTERSECTIONS 3.DETAIL ONLY APPLIES SPECIFICALLY WHERE CUT ON PLAN INTERSECTION CORNER STANDARD HOOK SEE NOTE 2 ADDED VERTICAL REINFORCEMENT, SIZE TO MATCH TYPICAL WALL REINFORCEMENT, TYPICAL VERTICAL REINFORCEMENT NOT SHOWN ONE HORIZONTAL BAR SHOWN, WALLS W/ 2 HORIZONTAL BARS SIM SIZE & SPACING OF L-BAR TO MATCH HORIZONTAL REINFORCEMENT TYP MLS TYP MLS DO NOT CONTINUE JOINT REINF THRU CONTROL JOINT CONTINUE BOND BEAM REINF & BOND BEAM GROUT THRU CONTROL JOINT W/O INTERRUPTION PROVIDE CONTROL JOINTS IN STRUCTURAL MASONRY ONLY WHERE SHOWN ON THE STRUCTRUAL OR ARCHITECTURAL PLANS VERTICAL REINFORCEMENT IN CELL EACH SIDE OF JOINT ON HEAD JOINT AT CONTROL JOINT CONTROL JOINT: HEAD JOINTS OF UNITS ALIGN AT CONTROL JOINT. NO MORTAR NOTES: 1.ALL VERTICAL REINFORCEMENT SHALL BE CENTERED (UNO) IN GROUTED CELLS 2.PROVIDE `LADDER' TYPE HORIZONTAL JOINT REINFORCEMENT WITH 2-W1.7 (9 GA) WIRES (MIN) AT 16" OC, TYPICAL, AND AT 8" OC IN PARAPETS. 3.REFERENCE SPECIAL JAMB REINFORCEMENT NOTED IN "LARGE WALL OPENING" 4.ONLY STRUCTURAL WALLS ARE SHOWN ON THE STRUCTURAL DRAWINGS. SEE ARCH FOR CMU PARTITION LOCATIONS. SEE S450 FOR REINFORCING REINF CENTERED REINF EACH FACE GROUT SPACING 2 1/2" MW8-48(1)5 MASONRY WALL CMU THICKNESS REINF SPACING (1) CENTERED (2) EACH FACE ~ BAR SIZE .TYP MLS, B/WALL ROOF OR FLOOR BEYOND 6 S401 4 S400 13 S400 1 BOND BEAM W/ (2) #4 AT T/PARAPET AND EACH FLOOR AND ROOF LEVEL KEYNOTES: 1 MLS 12 2 BOND BEAM W/ (2) #4 AT BOTTOM OF ALL OPENINGS 11 3 STEP BOND BEAM AS REQUIRED 4 4 JAMB REINF EACH SIDE OF ALL OPENINGS, FULL HEIGHT 2 5 MASONRY LINTEL 6 HORIZONTAL JOINT REINF, SEE 'STR MASONRY WALL SCHEDULE' JAMB WIDTH 6 7 DOWELS TO MATCH LOCATION OF VERTICAL BARS. HOOK IF STRAIGHT BAR CANNOT BE EMBEDDED INTO CONCRETE LTE 7 8 AT SERIES OF TWO OR MORE OPENINGS, MASONRY LINTEL REINF SHALL BE CONTINUOUS. IF SPACE BTWN OPENINGS IS NOT SUFFICIENT TO ACCOMODATE 'TYP JAMB REINF' FOR BOTH OPENINGS, USE OVERALL WIDTH OF SERIES OF OPENINGS TO DETERMINE LINTEL DEPTH AND REINF 9 CONTROL JOINT (CJ) OR END OF WALL 9 10 8 11 PERPENDICULAR WALL BEYOND S400 2 MLS + 8" 3 8" 12 STEEL BEAM BEYOND 2 5 5 5 13 STEEL JOIST BEYOND 14 EMBED PLATE BEYOND 15 VERT REINF ALL CORNERS, SIZE TO MATCH TYP REINF 13 14 MIN 1'-4" MIN 1'-4" 1'-4" 1'-4" 2'-0"2'-0"2'-0" 2'-0" 2'-0"2'-0" TYP MLS, 16 8 S401 CLR SPAN LTE 4 5 RUNNING BOND PATTERN, TYP, UNO. 10 4 2 S401 8" 2 2 15 16 GROUT CELLS WITH REINFORCEMENT AND ALL SHADED AREAS 17 SEE ARCH AND MEP DRAWINGS FOR CONDUIT, PIPING, AND OTHER PENETRATIONS TYP AT CJ 20 S400 AT HORIZ BARS, TYP TYP AT PERP WALL TYP REINF TYP AT JAMB TYP AT LINTEL SEE FOR LAP MASONRY SPLICE & DEVELOPMENT LENGTH, TYP 17 FOR PEN REQTS 3/S400 S400 19 VERTICAL CONDUIT HORIZONTAL BOND BEAM REINF VERTICAL CONDUIT, CENTER IN WALL, MAXIMUM DIAMTER = t/6 3xLARGEST D CLR 8" MIN 3xD CLRD, 16" MAX L, 1'-4" MAX H, 1'-4" MAX OF 3xL OR 3xH CLR DIST GREATER CLUSTER OF PENETRATIONS PENETRATIONS SHALL NOT INTERRUPT VERTICAL REINFORCEMENT OR BOND BEAMS, TYP WHERE OPENING INTERRUPS HORIZONTAL JOINT REINFORCEMENT, ADD JOINT REINFORCEMENT ABOVE AND BELOW OPENING 1'-4" AT PIPING/PENETRATIONS THROUGH WALL ALIGN PENETRATIONS VERTICALLY AND HORIZONTALLY NOTES: 1. JUNCTION BOXES, PIPING, VERTICAL / HORIZONTAL CONDUIT, FIXTURES, ETC. SHALL NOT: - BE LOCATED IN REINFORCED CELLS - BE LOCATED IN LINTELS (NEITHER IN REINFORCED NOR UNREINFORCED CELLS) - BE LOCATED IN JAMBS - BE LOCATED IN STRUCTURAL PILASTERS, UNLESS NOTED OTHERWISE 2. JUNCTION BOXES, PIPING, VERTICAL / HORIZONTAL CONDUIT, FIXTURES, ETC. MAY: - BE LOCATED IN GROUTED UNREINFORCED CELLS (EXCLUDING LINTELS) - BE LOCATED IN UNREINFORCED, UNGROUTED CELLS 3. HORIZONTAL PIPING SHALL NOT CROSS VERTICALLY REINFORCED CELLS 4. VERTICAL PIPING / CONDUIT MAY CROSS REINFORCED BOND BEAMS LIMITED BY DETAIL A 5. WALL PENETRATIONS SHALL MEET THE REQUIREMENTS OF DETAIL B 6. INDICATES REINFORCED AND GROUTED CELLS 7. INDICATES GROUTED CELLS WITHOUT REINFORCING t WALL PENETRATIONSFOR L > 1'-4", SEE 16/S400 2" CLR2" CLR VERT REINF CENTERED (2) #4xCONT 2" CLR VERT REINF EACH FACE 2" CLR (2) #4xCONTCLR 3" 1 AT CONDUIT FULL HEIGHT JAMB PER SCHEDULE 1 T/FLOOR T/FLOOR OR ROOF FULL HEIGHT JAMB, SEE PLAN & SCHEDULE, EXTENDS FROM FLOOR BELOW TO FLOOR/ROOF ABOVE LINTEL PER SCHEDULE, UNO ON PLAN LINTEL PER SCHEDULE, UNO ON PLAN CONDUIT/PIPING VERTICAL REINFORCEMENT, SEE WALL SCHEDULE GROUT LINTEL SOLID FULL HEIGHT JAMB REINFORCEMENT, SEE SCHEDULE LINTEL REINFORCEMENT, SEE SCHEDULE CONTROL JOINT WHERE NOTED, ALIGN WITH EDGE OF OPENING, CONTINUE ALL HORIZONTAL LINTEL REINFORCEMENT & GROUT ACROSS CONTROL JOINT LINTEL DETAILS AT MASONRY LINTEL NOTE: 1) TYPICAL WALL VERTICAL & HORIZONTAL REINFORCEMENT NOT SHOWN. NOTE: MASONRY LINTELS PER SCHEDULE, UNLESS NOTED OTHERWISE ON PLAN. ML-32A MASONRY LINTEL LINTEL DEPTH TYPE AT MASONRY LINTEL PLACE SCHEDULED BARS AT EACH JAMB, FULL HEIGHT NOTE: MASONRY JAMBS PER SCHEDULE, UNLESS NOTED OTHERWISE ON PLAN. MJ-16(1) MASONRY JAMB JAMB WIDTH (1) CENTERED (2) EACH FACE JAMB DETAILS GROUTED CELL WITHOUT REINFORCING WHERE NEEDED FOR MECHANICAL/ELECTRICAL MAX (2) BARS PER COURSE. PLACE ADDITIONAL ROWS OF REINFORCEMENT IN COURSE ABOVE. FULL HEIGHT JAMB PER SCHEDULE NOTES: 1. AT LOCATIONS WHERE BOXES MUST BE LOCATED WITHIN THE JAMB, PROVIDE UNREINFORCED GROUTED CELL FOR CONDUIT AND BOXES. INCREASE IN OPENING WIDTH = ADDITIONAL CELLS REQUIRED FOR BOXES 2. INDICATES REINFORCED AND GROUTED CELLS 3. INDICATES GROUTED CELLS WITHOUT REINFORCING 3" MLS SEE SCHEDULE JAMB WIDTH CLEAR SPAN SEE SCHEDULE JAMB WIDTH OF LINTELAND JAMBS OPENING WIDTH FOR SELECTION APPLICABLE 3" TYPICAL WHERE LINTEL DEPTH #3 #4 #5 #6 #7 #8 #9 15 20 25 38 (NOTE 8) 52 (NOTE 8) 72 (NOTE 9) 81 (NOTE 9) 15 22 35 54 (NOTE 8) 63 (NOTE 8) 72 (NOTE 9) 81 (NOTE 9)#29 #25 #22 #19 #16 #13 #10 NOTES: 1.SMALLER BAR LAP LENGTH SHALL BE USED WHEN SPLICING DIFFERENT SIZED BARS 2.LAP LENGTHS SPECIFICALLY DETAILED ON DRAWINGS SHALL GOVERN INSTEAD OF SCHEDULED LAP LENGTHS 3.IF REINFORCING IS SPECIFIED AS EPOXY COATED, INCREASE LENGTHS BY 50% 4.MECHANICAL COUPLERS MAY BE USED IN LIEU OF ANY LAP LENGTH SHOWN. 5.WHEN LOW LIFT GROUTING IS USED, AND THE LAP LENGTH EXCEEDS THE GROUT LIFT HEIGHT (NOTED BY *), A MECHANICAL COUPLER IS REQUIRED IN LIEU OF LAPPED REINF. 6.VERTICAL REINF IN PILASTERS WITH AT LEAST 3 1/2" CLEAR SHALL BE SPLICED PER THE "REINF CENTERED" COLUMN 7.HORIZONTAL BOND BEAM RENF SHALL BE SPLICED PER THE "REINF AT FACE" COLUMN 8.REINF IN THESE SIZES SHALL NOT BE USED IN 6" MASONRY 9.REINF IN THESE SIZES SHALL NOT BE USED IN 6", 8", OR 10" MASONRY ENGLISH METRIC BAR SIZE MASONRY LAP SPLICE SCHEDULE REINF CENTERED 8", 10", 12" MAS REINF AT FACE AND AT BOND BEAMS f'm = 2000 psi REINF CENTERED 6" MAS 2" CLR SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PRINCIPAL: EOR: DESIGNER: PROJECT MANAGER: MM JOB #: DATE PRINTED: FILE PATH: 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET As indicated 10/31/2016 11:17:51 AM C:\Proj\16.0117.S.01 - ESTES_COMMUNITY_CENTER - RS16_esabia.rvt ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 TYPICAL MASONRY DETAILS S400 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED SABIA, KATIE HOYT ED SABIA RALPH REMPEL 16.0117.S.01 DWIGHT GILBERT 14'-0" < L ≤ 19'-0" MJ-32(2)B 12'-0" < L ≤ 14'-0" N.A. 10'-0" < L ≤ 12'-0" MJ-24(1) 4'-0" < L ≤10'-0" MJ-16(1) L ≤ 4'-0" MJ-8(1) CLEAR SPAN, L JAMB MASONRY JAMB SPAN TABLE MJ-40(1) (3) #5 40" MJ-32(2)B (8) #7 32" MJ-32(2)A (6) #6 32" MJ-32(1) (2) #5 32" MJ-30(2) (6) #6 30" MJ-24(1) (2) #5 24" MJ-16(1) (2) #5 16" MJ-12(2) (2) #6 11 5/8" MJ-8(1) (1) #5 8" MARK REINF FULL HT WALL JAMB WIDTH MASONRY WALL JAMB SCHEDULE 14'-0" < L ≤ 19'-0" ML-48 12'-0" < L ≤ 14'-0" ML-40 8'-0" < L ≤ 12'-0" ML-32 4'-0" < L ≤ 8'-0" ML-24 L ≤ 4'-0" ML-8 CLEAR SPAN, L LINTEL MASONRY LINTEL SPAN TABLE 3/4" = 1'-0"13 TYPICAL STRUCTURAL MASONRY WALL CORNER REINFORCEMENT 1 1/2" = 1'-0"4 TYPICAL STRUCTURAL MASONRY WALL CONTROL JOINT 1" = 1'-0"2 STRUCTURAL MASONRY WALL SCHEDULE MW12-24(1)5 12" NOTE 2 #5 @ 24" -- #5 @ 24" NO MW12-16(2)6 12" NOTE 2 #6 @ 16" -- #6 @ 16" NO MW8-48(1)5 8" NOTE 2 #5 @ 48" #5 @ 48" NO MW8-32(1)5 8" NOTE 2 #5 @ 32" #5 @ 32" NO JOINT VERT HORIZ DOWELS MARK WALL THK REINFORCING GROUT SOLID STRUCTURAL MASONRY WALL SCHEDULE 3/8" = 1'-0"9 TYPICAL STRUCTURAL MASONRY WALL ELEVATION 1/2" = 1'-0"19 TYPICAL STRUCTURAL MASONRY CONDUIT/PIPING PENETRATIONS 1 1/2" = 1'-0"20 TYPICAL STRUCTURAL MASONRY BOND BEAM NO SCALE16 WALL OPENING SCHEDULE NO SCALE3 MASONRY STRENGTH DESIGN LAP SPLICE SCHEDULE ML-48 48 (4) #5 (2) #5 ML-40 40 (2) #5 - ML-32 32 (2) #5 - ML-24 24 (2) #5 - ML-16 16 (2) #5 - ML-8 8 (2) #5 - MARK NOMINAL DEPTH (in) BOT REINF TOP REINF MASONRY LINTEL SCHEDULE A A B B A A A A CTR PL ON BLOCK OR HEAD JT 8" EQ EQ 2" Ø MIN HOLE AT EA HDAS L4x4x5/16xCONT EMBED PL3/8x8x1'-0 @ 4'-0" OC MAX DECK DIRECTION VARIES 12" MAX 12" MAX ANGLE SPLICE CENTERED ON EMBED PLATE PLAN VIEW 1/4 4 1/4 4 AT EA EMBED PLATE (2) #4x2'-8 OR TYP BOND BM REINF (4) 1/2"Øx5 HDAS UNO PL 3/8x5xCONT W/ 1/2"Øx5" HDAS @ 2'-0" OC AND WITHIN 1'-0" OF EACH END. SEGMENT PLATE AS REQD. EACH SEGMENT SHALL HAVE AT LEAST (2) HDAS 1/2" MAX OR CONTINUOUS 1 3/8" 1 3/8" 1 3/8"1 3/8"MORTAR JOINT NOTE: 1.ANCHOR INSTALLATION IS ALLOWED IN ALL NON-HATCHED AREAS. 2.MINIMUM EDGE DISTANCE SPECIFIED ELSEWHERE. SEE NOTE 3 (2) 3/4"Ø HDAR, CENTER IN WALL, 7/8"Ø HOLES IN BEARING PL 1" NS GROUT 1" ABOVE NUT (2) #4x4'-0" OR CONT BOND BEAM REINFORCEMENT GROUT POCKET SOLID AFTER WELDING SLOPES AT ROOF W NOTE 2 L 7/8"Ø HOLES . 1 1/2" 5/16 3 5/16 3 3/16 9" EMBED EQ EQ 1 1/2" 1 1/2" MIN VARIES GROUT SOLID 24" BELOW AND 12" EACH SIDE OF BEARING PLATE (2) 3/4"Ø HDAR, CENTERED IN WALL, 7/8"Ø HOLES IN BEARING PL (2) #4x4'-0" MIN OR CONTINUOUS BOND BEAM REINFORCING EDGE OF PLATE FLUSH WITH FACE OF WALL BEARING PLATE, SEE SCHEDULE 1" NS GROUT GROUT JOIST POCKET SOLID AFTER WELDING 3/16 2 1/2 3/16 2 1/2K PROVIDE ERECTION BOLTS OR THREADED STUDS WHERE REQUIRED FOR ERECTION 9" 1 1/2" VARIES, 1 1/2" MIN ~ L W DLH SERIES: 6" JOIST BEARING LENGTH K SERIES: 4"9 S401 1/4 5 1/4 5LH & DLH NOTE: 1.TYP VERT & HORIZ REINF NOT SHOWN FOR CLARITY CONTROL JOINT GROUT CELLS WITH REINFORCEMENT AND ALL SHADED AREAS 1'-0" MIN TYP 2'-0" MIN T/PARAPET T/ROOF VARIES T/FLOOR END OF WALL BELOW POCKET, TYP 2'-0" MIN OR WALL INTERSECTION 1'-0" MIN FROM CORNER AT CORNER AND END OF WALL, HOOK BOND BEAM BAR AROUND VERTICAL BAR 6"1"1" 3/8" MORTAR BED PL 3/4x6x11 W/ (2) 3/4"Øx6" HAS AT 4" GA 5/16 5/16 GROUT POCKET SOLID AFTER BEAM INSTALLATION OFFSET VERTICAL REINFORCING 1 CELL. SPLICE MLS EMBED PL 1/2x12x2'-0 W/ (6) 1/2"Øx2'-0 DAS AT 4" GA TYP FLOOR LEVEL BOND BEAM (2) #4x 2'-0" L4x3x5/16x1'-4 4" L PL 1/2x6 PL 3/4x6x6 5/16 5/16 S401 6 4" MAX PL 3/8 EA SIDE SIFFENER PL 3/8 S505 3 6"1"1" 3/8" MORTAR BED PL 3/4x6x8 W/ (2) 3/4"Øx6" HAS AT 4" GA 5/16 5/16 GROUT POCKET SOLID AFTER BEAM INSTALLATION (2) #4x 2'-0" 1'-1"1"1" 3/8" MORTAR BED PL 3/4x8 W/ (2) 3/4"Øx6" HAS CENTERED IN CELLS 5/16 3IN SLOTS GROUT POCKET SOLID AFTER BEAM INSTALLATION OFFSET VERTICAL REINFORCING 2 CELLS. SPLICE MLS 4"8" PROVIDE 3" LONG x1/2" WIDE SLOT IN BEAM 2" FROM ES OF WEB (2) #4x 2'-0" 1 S500 L3x3x1/4x0'-8 x0'-10 AT SIM 3/16 3/16 3/16 2 3/16 2 PL 1/2x11 5/8 W/ (4) 3/4"Øx6" HAS @ 6"GA 4" 8" AT SIM 6" 4" EMBED PL 1/2x16x1'-4 W/ (9) 3/4"Øx6" HAS L3x3x1/4x0'-5 3/16 3/16 TYP 3/16 3 SIDES, TYP TYP 6" 4" 1'-0" UNO BENT PL 3/8 1" MIN, 3" MAX 3/16 2-6 (3/16)2-6 PL 3/8x8xCONT W/ 1/2"Øx5" HAS @ 1'-4" OC DECK ORIENTATION VARIES PL 3/8x8xCONT W/ 1/2"Øx5" HAS @ 16"OC 3/16 2-12 BENT PL 3/8 SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PRINCIPAL: EOR: DESIGNER: PROJECT MANAGER: MM JOB #: DATE PRINTED: FILE PATH: 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET As indicated 10/31/2016 11:17:54 AM C:\Proj\16.0117.S.01 - ESTES_COMMUNITY_CENTER - RS16_esabia.rvt ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 MASONRY DETAILS S401 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED SABIA, KATIE HOYT ED SABIA RALPH REMPEL 16.0117.S.01 DWIGHT GILBERT 1 1/2" = 1'-0"2 TYPICAL STRUCTURAL MASONRY/METAL DECK 1 1/2" = 1'-0"3 TYPICAL MASONRY INTERIOR METAL DECK 1 1/2" = 1'-0"4 INSTALLATION OF ANCHORS IN GROUT-FILLED CMU 1 1/2" = 1'-0"6 TYPICAL STRUCTURAL MASONRY BEAM BEARING 1. REACTIONS ARE ULTIMATE LEVEL (LRFD) 2. IF REQD, INCREASE LENGTH OF BEARING PLATE TO PROVIDE 3" MIN ES OF BEAM FLANGE 3. SET BEARING PLATE TO MATCH SLOPE AT ROOF NOTES: ≤51k 1 3/4x5x1'-10 ≤93k 1 3/4x9x1'-10 ≤42k 1 1/2x5x1'-6 ≤75k 1 1/2x9x1'-6 ≤36k 1 1/4x5x1'-4 ≤64k 1 1/4x9x1'-4 ≤22k 3/4x5x1'-1 ≤40k 3/4x9x1'-1 REACTION PL t x W x L REACTION PL t x W x L 8" CMU 12" CMU BEAM BEARING PLATE SCHEDULE (LRFD) 1 1/2" = 1'-0"8 TYPICAL STRUCTURAL MASONRY JOIST BEARING PLATE 28K 3/4x6x1'-4 16K 1/2x6x1'-4 24LH & 52DLH AT 12" CMU 1x10x1'-4 52DLH AT 8"CMU 1 1/2x6x1'-4 JOIST PLATE, TxWxL JOIST BEARING PLATES NO SCALE9 STRUCTURAL MASONRY WALL ELEVATION AT JOIST POCKET 1 1/2" = 1'-0"16 BEAM BEARING AT 12" WALL END 1 1/2" = 1'-0"10 ANGLED BEAM TO MAS WALL 1 1/2" = 1'-0"12 TYP BEAM BEARING AT WALL END NO SCALE14 HEAVY BEAM BEARING AT WALL END 1 1/2" = 1'-0"11 GIRT TO CMU WALL 1 1/2" = 1'-0"17 CANOPY HSS TO CMU WALL 1 1/2" = 1'-0"18 T/ MASONRY AT SLOPED ROOF 1 1/2" = 1'-0"19 SLOPED METAL DECK TO 12" CMU 2" 10" 10" 2" EMBED PL 3/4x2'-0"x2'-0" W/ (12) 3/4"Øx0'-8" HAS @ 6" GA JAMB REINF TO RUN BETWEEN HAS 1/4 2" 10" 10" 2" EMBED PL 3/4x2'-0"x2'- 0" W/ (12) 3/4"Øx0'-8" HAS @ 6" GA JAMB REINF TO RUN BETWEEN HAS 1/4 S502 9 1/4 1/4 1" 2" 45° 3/16 (3/16)EACH SIDE PL 3/8" MIN UP TO 1", FIELD VERIFY AFTER WALL IS PLACED HSS6x6x1/4 SIM 2" S401 2 S401 6 FOR ADDITIONAL INFO PL 3/4x8x1'-1" 3/16 EACH SIDE3/16EACH SIDE (3/16)EACH SIDE 1'-4" MIN (2) #4 TOP & BOT HOOK LINTEL REINF FULL LENGTH OF RETURN WALL T/ NEW OPEING COORD W/ MECH DWGS IF EXISTING VERTICAL REINF EXISTS, DRILL (2) #4 VERT IN 12" AT NORTH AND SOUTH WALLS. IF NO REINF EXISTS RUN BAR FULL HEIGHT OF WALL AND GROUT SOLID. NEW LARGER LOUVER OPENING SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PRINCIPAL: EOR: DESIGNER: PROJECT MANAGER: MM JOB #: DATE PRINTED: FILE PATH: 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET As indicated 10/31/2016 11:17:55 AM C:\Proj\16.0117.S.01 - ESTES_COMMUNITY_CENTER - RS16_esabia.rvt ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 MASONRY DETAILS S402 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED SABIA, KATIE HOYT ED SABIA RALPH REMPEL 16.0117.S.01 DWIGHT GILBERT 3/4" = 1'-0"1 POOL CANOPY TO WALL CONN 3/4" = 1'-0"6 NW POOL CANOPY 1" = 1'-0"3 NW POOL CANOPY TO T/WALL 3/4" = 1'-0"4 EXISTING LOUVER ENLARGEMENT CONTINUOUS BOND BEAM IN SECOND COURSE FROM TOP OF WALL L4x4x3/8x1'-3 EACH SIDE (2) 1/2"Øx3 1/2" EMBEDMENT EXPANSION BOLT, (1) BOLT CENTERED IN EACH DECK VALLEY 2" CLEAR 1/16" CLEAR ES GROUT TOP (2) COURSES SOLID CONTINUOUS 1" MIN SLAB-ON-DECK PL 3/8x10 3/16 3 3/16 3 TYP 1/16" CLEAR ES 2" CLEAR 1" MIN CONTINUOUS BOND BEAM IN SECOND COURSE FROM TOP OF WALL L4x4x3/8x8 EACH SIDE (2) 1/2"Øx3 1/2" EMBEDMENT EXPANSION BOLTS EACH END AT 7" GAGE, CENTER IN DECK VALLEY GROUT TOP (2) COURSES SOLID CONTINUOUS SLAB-ON-DECK BENT PL 3/8x10 CONTINUOUS BOND BEAM IN SECOND COURSE FROM TOP OF WALL 2" CLEAR L4x4x3/8x8 4" 3/16 2-8 3/16 2-8 3/16 3 3/16 3EE S505 11 FOR KICKER INFO 1/16" CLEAR ES4" MIN 1" MIN GROUT TOP (2) COURSES SOLID CONTINUOUS 1" MIN L4x4x3/8x1'-0 EACH SIDE AT EACH BEAM AT 16'-0" OC MAX CONTINUOUS BOND BEAM BELOW STEEL BEAM 3/16 3/16 TYP MAS WALL & BM 2" CLR BTWN ±2" 1/16" CLEAR ES CONTINUOUS BOND BEAM BELOW LOWEST JOIST L4x4x3/8x1'-0" EACH SIDE 3/16 3 3/16 3 TYP 1/16" CLEAR ES CONTINUOUS BOND BEAM IN SECOND COURSE FROM TOP OF WALL L4x4x3/8x1'-0 EACH SIDE (2) PL 3/8x3, 1'-0" OC 3/16 3 3/16 3 TYP EE 3/16 3/16 TYP 1/16" CLEAR ES JOIST BRIDGING GROUT TOP (2) COURSES SOLID CONTINUOUS 1" MIN 2" MIN 1 2 3 4 5 6 7 8 9 10 11 8" T/SLAB 1 2 3 4 5 6 8 9 9 10 11 5 2 3 TYP 2'-0" 7 7 12 12 MLS 1" CLR, TYP KEYNOTES: TYPICAL WALL VERTICAL REINFORCING: #4 @ 48" OC. SEE 16/S310 FOR CANTILEVERED MASONRY PARTITION WALL BOND BEAM W/ (2) #4 AT T/WALL BOND BEAM W/ (2) #4 AT BOT OF ALL OPENINGS HORIZ JOINT REINF: "LADDER" TYPE JOINT REINF W/ (2) W1.7 WIRES @ 16" OC LINTEL, SEE 16/S400 CONTROL JOINT @ 30'-0" OC MAX OR END OF WALL JAMB REINFORCEMENT EACH SIDE OF OPENING, SEE 16/S400 DOWELS TO MATCH SIZE AND LOCATION OF VERTICAL BARS TERMINATE ALL HORIZONTAL REINFORCEMNET AT CONTROL JOINTS T/WALL SUPPORT, SEE DETAILS THIS PAGE. LOCATE AT WALL ENDS AND AT 16 FEET MAX ALONG LENGTH OF WALL AT SERIES OF TWO OR MORE OPENINGS, MASONRY LINTEL REINFORCEMNET SHALL BE CONTINUOUS. IF SPACE BETWEEN OPENINGS IS LESS THAN 1'-4", USE OVERALL WIDTH OF SERIES OF OPENINGS TO DETERMINE LINTEL SIZE AND JAMB REINF WHERE EDGE OF OPENING IS FLUSH WITH PERPENDICULAR WALL, OR REQUIRED JAMB SIZE IS LARGER THAN AVAILABLE, A CONTROL JOINT IS NOT PERMITTED AT THIS INTERSECTION L4x4x3/8x8 3/16 3 3/16 3EE 2" CLEAR (2) 1/2"Øx3 1/2" EMBEDMENT EXP BOLT, (1) BOLT CENTERED IN EACH DECK VALLEY CONTINUOUS BOND BEAM IN SECOND COURSE FROM TOP OF WALL L4x4x3/8x1'-3 (LLH) EACH SIDE 2" MIN 1/16" CLEAR ES GROUT TOP (2) COURSES SOLID CONTINUOUS 1" MIN S505 11 SLAB-ON-DECK #4@48" OC UNO, TYP ALTERNATE BLOCKS IN RUNNING BOND AT CORNERS 3/8" MORTAR JOINT AT INTERSECTION CORNERINTERSECTION GROUT SOLID FIRST COURSE 2" EMBED ADHESIVE ANCHOR TO MATCH WALL REINF VERTICALS 1 1/2" MIN BENT PL 3/8x8", W/ (2) LAG SCREWS L3x2x3/8x0'-6 LLV E13 3/16 4 3/16 4 (E) GLULAM BEAM L4x4x3/8x0'-6" EACH SIDE W/ 1/2"Ø THRU BOLT 1/16" CLEAR ES 2 1/2" MAX 1 1/2" MIN 2" L4x4x3/8x0'-6" EACH SIDE W/ 1/2"Ø THRU BOLT 1/16" CLEAR ES 2" 2x4, W/(4) 8d NAILS TO TRUSSES 2 1/2" MAX 1 1/2" MIN STRUCTURAL MASONRY WALL. REINFORCEMENT PER PLAN/WALL SCHEDULE PROVIDE 3/8" MIN CLEAR DISTANCE BETWEEN PARTITION WALL AND STRUCTURAL WALL, FILL VOID WITH BACKER ROD AND SEALANT PARTITION WALL 3/8" CLEAR AT INTERSECTION AT CORNER (2) 2x4xCONT EACH SIDE W/ (2) 8d NAILS TO ROOF FRAMING 2 1/2" MAX 1 1/2" MIN 11 1/4" 1/16" CLR, ES SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PRINCIPAL: EOR: DESIGNER: PROJECT MANAGER: MM JOB #: DATE PRINTED: FILE PATH: 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET As indicated 10/31/2016 11:17:56 AM C:\Proj\16.0117.S.01 - ESTES_COMMUNITY_CENTER - RS16_esabia.rvt ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 MASONRY PARTITION DETAILS S450 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED SABIA, KATIE HOYT ED SABIA RALPH REMPEL 16.0117.S.01 DWIGHT GILBERT 3/4" = 1'-0"2 TYP MASONRY PARTITION SPRT - PERPENDICULAR TO DECK 3/4" = 1'-0"3 TYP MASONRY PARTITION SPRT - PARALLEL OR SKEWED TO DECK 3/4" = 1'-0"6 MASONRY PARTITION SUPPORT - PARALLEL TO STEEL BEAM 3/4" = 1'-0"10 MASONRY PARTITION SUPPORT - PERPENDICULAR TO STEEL BEAM 3/4" = 1'-0"11 MASONRY PARTITION SUPPORT - PERPENDICULAR TO JOISTS 3/4" = 1'-0"7 MASONRY PARTITION SUPPORT - PARALLEL TO JOISTS 1/4" = 1'-0"9 TYPICAL MASONRY PARTITION ELEVATION 3/4" = 1'-0"4 MASONRY PARTITION SUPPORT - ADJACENT TO STEEL BEAM 3/4" = 1'-0"8 PARTITION TO PARTITION WALL 3/4" = 1'-0"13 NEW PARTITION TO EXISTING SOG 1 1/2" = 1'-0"14 NEW PARTITION BRACED TO EXIST STRUCTURE 3/4" = 1'-0"12 MASONRY PARTITION SUPPORT - PERPENDICULAR TO (E) JOISTS 3/4" = 1'-0"16 MASONRY PARTITION SUPPORT - PARALLEL TO (E) JOISTS NO SCALE17 MAS WALL PARTITION TO STRUCTURAL WALL 3/4" = 1'-0"15 MASONRY PARTITION SUPPORT - PERPENDICULAR TO (E) 2xS A A B B A A 1/2"Ø DAS @ 24"OC WALL REINF PER SCHEDULE RAILING BY OTHERS BENT PL 3/8x7 1/2x5, 3/8x10x11 AT 'SIM' (6) #6xCONT, EXTEND 10'-0" MIN PAST CORNERS ON NORTH AND WEST SIDES, (2) #4 ON EAST AND SOUTH 1/2"Øx2'-6 DAS @ 12"OC 3/16 2-122" FULL HEIGHT CONN PER 2/S505 6" HSS8x4x1/4 BETWEEN JOIST SEATS PAF PER DECK CONN SCHEDULE AT 'DLH' JOISTS & 3":1'-0" SLOPED ROOFS AT 'K' JOISTS HSS3 1/2x2 1/2x5/16 BETWEEN JOIST SEATS PAF PER DECK CONN SCHEDULE (3/16)2-12 (3/16)2-12 - NOTE: 1.COORD SPACER AND DECK LAYOUT AS REQD TO ALLOW DECK CONN TO SPACER (3/16)2-12 (3/16)2-12 1/2" MAX ANGLE CONNECTION W/ (4) BOLTS MIN. ALL NUTS TO BE ON INSIDE OF BEAM BLOCK INSIDE FLANGE OF BEAM AT GIRDER RADIUS BOTTOM FLANGE AT COPE PL 3/8 x4x 6 L4x4x1/4x10 (3/16) (3/16) 1/4 3/16 3/16 - 1/2" L4x4x1/4 xCONT (3/16)2 (3/16)2 HSS2x1 1/2x3/16 @4'-0" OC MAX HSS TO CONTINUE TO FAR SIDE OF INTERIOR MEMBER BEAM OR JOIST (3/16) (3/16)THRU DECK 7" MAX WIND LOAD MAX = ±800 PLF AC L4x4x1/4xCONT 3/16 3/16 JOIST EXTENDED END TYP L4x4x3/8 xCONT 3/16 2-6 3/16 2-6 1" AC AT JOISTS BETWEEN JOISTS PL 1/4xCONT 3/16 2-12 HSS4x4x1/4xCONT (3/16)2-12 EACH SIDE AC 2 1/2" S500 7 1" 8 3" HSS4x4x1/4 PL 1/2x6x1'-0 W/ (4) BOLTS PL 1/2x6x8 W/ (2) BOLTS 3/16TYP SKEWED BEAM PL 3/8 STIFFENER S505 3 TYP 8 4'-0" MAX 3'-2 3/4" MIN L3x3x1/4 PAF @6" OC 3/16 1 1/2 3/16 1 1/2 20 S505 S520 13 1/2" MAX 6'-0" MIN 1/2" MAX 5/16 5/16 4 5/16 4 5/16 1/2" CAP PL PAF AT EACH LOW HAT WT4x15.5 5/16 5/16 PL 3/8 7 COPE WT AND EXTEND 6" OVER COLUMN CUT HSS 8x8x1/4, FITTED IN BEAM 1/4 TYP 1/4 3 SIDES S505 20SIM, TOP & BOT 8 3 1/2" 1 1/2" 1/2" 1 1/2" 3" TYP PL 1/2 W/ (6) BOLTS IN HORIZ LONG SLOTTED HOLES W/ 5/16" PL WASHER. FINGER TIGHTEN DURING ERECTION, TENSIONED AFTER BUILDING IS ENCLOSED. PL 1/2 W/ (7) BOLTS IN HORIZ LONG SLOTTED HOLESW/ 5/16" PL WASHER. FINGER TIGHTEN DURING ERECTION, TENSIONED AFTER BUILDING IS ENCLOSED. 7 5/16 5/16 TYP L6x6x3/8 EA SIDE, EXTEND 6" PAST OPENING EA END PL 3/8x12xWIDTH OF OPENING 3/16 3-6 3/16 3-6 NOTE: 1.MAX OPENING SIZE = 6'-6" L3x3x1/4x0'-6 3/16 3/16 (3/16)2 1/2 (3/16)2 1/2 TYP 1/2" MAX PL3/8x4x4 3/16 1/2" MAX 5/16 3/16 4 3/16 4 1/2" CAP PL PAF AT 6" OC MAX L6x4x5/16 (LLH) 3"3"S520 10 AD 2" MIN 3/16 3-12 3/16 3-12 L6x4x5/16xCONT OR BENT PL 3/8x6xAS NEEDED WIND LOAD MAX = ±1100 PLF SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PRINCIPAL: EOR: DESIGNER: PROJECT MANAGER: MM JOB #: DATE PRINTED: FILE PATH: 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET As indicated 10/31/2016 11:17:58 AM C:\Proj\16.0117.S.01 - ESTES_COMMUNITY_CENTER - RS16_esabia.rvt ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 STEEL DETAILS S500 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED SABIA, KATIE HOYT ED SABIA RALPH REMPEL 16.0117.S.01 DWIGHT GILBERT 3/4" = 1'-0"1 TYP WALL ABOVE BEAM 3/4" = 1'-0"2 TYP DECK EDGE AT TRACK 3/4" = 1'-0"4 TYP GIRDER TO ROOF CONN 3/4" = 1'-0"3 TYP GIRDER TO GYM EDGE BEAM 3/4" = 1'-0"5 TYP GIRT TO WF COLUMN 1 1/2" = 1'-0"15 TYP SLOPED ROOF AT RAKE 3/4" = 1'-0"7 ROOF STEP AT COMMUNITY CENTER 3/4" = 1'-0"8 ROOF STEP AT COMMUNITY CENTER1 3/4" = 1'-0"9 LOW ROOF BEAM TO UPPER LEVEL GIRDER 3/4" = 1'-0"11 T/COL BRACING 1 1" = 1'-0"20 T/COL BRACING 2 3/4" = 1'-0"12 CANTILEVER BEAM AT HSS COLUMN 3/4" = 1'-0"13 GRID 7-L COLUMN CONN 3/4" = 1'-0"10 TYP LINTEL AT EXISTING MASONRY 1 1/2" = 1'-0"17 UPPER ENTRY GIRT CONN 1" = 1'-0"19 T/COL BRACING 3 1 1/2" = 1'-0"18 TYP ROOF EDGE A A A A L 4x4x1/4xCONT 3/16 3/16 1" L4x4x1/4xCONT 3/16 2-12 (3/16)2-12 1" 1" L4x4x1/4xCONT CAP PL 1/4 SEAL WELD 3/16 3/16 2" MIN 4" BENT PL 1/2 3/16 2-12 3/16 2-12 SEE PLAN 1 " 4"5" 3/16 3/16 (3/16) (3/16) CAP PL 1/2 L4x4x1/4xCONT - NOTE: 1.PROVIDE 1/4" CAP PLATE ON ALL CANOPY TUBE ENDS, WITH AN ALL AROUND SEAL WELD L3x3x1/4x0'-6 (3/16)2 1/2 (3/16)2 1/2 1/2" MAX 1/2" MAX 3/16 3/16 4" BENT PL 3/8 3/16 2-6 (3/16)2-6 1" 2" L4x4x1/4xCONT 3/16 2-12 3/16 2-12 1" L4x4x1/4xCONT 3/16 2-12 (3/16)2-12 BENT PL 1/2 3/16 2-12 (3/16)2-12 2" MIN 4" 3" 2" 3/16 3/16TYP L6x4x5/16x1'-0" W/ (2) BOLTS @ 7 1/2" GA IN HORIZ SHORT SLOTTED HOLES L8x6x1/2x1'-0" W/ (2) BOLTS @ 7 1/2" GA IN HORIZ SHORT SLOTTED HOLES PROVIDE CONT HSS AT CENTER COLUMN OR 1/2" MAX GAP 3 L PL 1/2 PL 3/4x6x10 W/ (4) BOLTS @ 4" GA 5/16 5/165 1/2" S505 3 STIFF PL 3/8 PL 3/8 L 3/16 2-6 3/16 2-6 L3x3x1/4xCONT S501 11 NJ L6x4x5/16xCONT, INSTALL TIGHT TO MASONRY WALL 3/16 2-12 3/16 2-12 S500 4 1" L3x3x1/4xCONT 3 S540 6 S540 5 S540 5 BENT PL 3/8"xCONT WITH 6" VERT LEG (3/16)2-12 (3/16)2-12 3/16 2-12 3/16 2-12 4 5" L3x3x1/4xCONT 3/16 2-12 (3/16)2-12 1" (3/16)2-12 (3/16)2-12 L6x4x5/16 W/ HSS6x4x5/16, EXTEND OVER COLUMN CAP PLATE AT B/4 AND JOISTS TO SOUTH. WELD WITH 1/4" FILLET 4" MIN ON TWO SIDES TO SUPPORTS 3/16 3 SIDES, TYP - 3/16 (3/16)TYP L3x3x1/4x0'-4 CAP PL 1/4" SEAL WELD, TYP 11 S520 3/16 3/16 3/16 PL 3/8x5 NOTE: 1.COORDINATE LOCATION AND QUANTITY OF DOOR SUPPORT ANGLES WITH DOOR SUPPLIER DOOR HANGERS BY CONTRACTOR L3x3x3/8 17 S501 11 S520 L3x3x3/8 COPE ANGLE TO REST ON TOP 3/16 TYP SIM 1/2" 1 1/2" 1 1/2" (5/16) (5/16) 5/16 5/16 TOP AND BOT (5) BOLTS, SEE 5/S510 SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PRINCIPAL: EOR: DESIGNER: PROJECT MANAGER: MM JOB #: DATE PRINTED: FILE PATH: 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET As indicated 10/31/2016 11:18:00 AM C:\Proj\16.0117.S.01 - ESTES_COMMUNITY_CENTER - RS16_esabia.rvt ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 STEEL DETAILS S501 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED SABIA, KATIE HOYT ED SABIA RALPH REMPEL 16.0117.S.01 DWIGHT GILBERT 3/4" = 1'-0"1 HIGH SLOPED ROOF EDGE 1 1/2" = 1'-0"2 HIGH ROOF SLOPED RIDGE 2 1 1/2" = 1'-0"3 HIGH SLOPED ROOF EDGE 3 1 1/2" = 1'-0"4 HIGH SLOPED ROOF EDGE 4 3/4" = 1'-0"9 LOWER ENTRY TYP ROOF CONN 1 1/2" = 1'-0"5 HSS TO WF ENTRY 1" = 1'-0"6 TYPICAL MASONRY INTERIOR METAL DECK 1 1/2" = 1'-0"7 VESTIBULE ROOF EDGE -1 1 1/2" = 1'-0"8 VESTIBULE ROOF EDGE -2 3/4" = 1'-0"10 WEST GYM GIRT TO COLUMN CONN 1 1/2" = 1'-0"11 TYP SLOPED BEAM OVER BEAM CONN 1" = 1'-0"12 TYP SLOPED BEAM OVER BEAM CONN AT ROOF STEP 1 1/2" = 1'-0"13 EDGE OF ROOF AT GRID NJ 2 3/4" = 1'-0"14 WALL SECTION AT NORTH GYM CANOPY 3/4" = 1'-0"15 WALL SECTION AT NORTH GYM CANOPY 2 1" = 1'-0"16 GIRT TO COLUMN AT LOWER ENTRY NO SCALE17 FIRE DOOR SUPPORT 3/4" = 1'-0"18 FIRE DOOR SUPPORT 2 3/4" = 1'-0"19 CURVED BEAM CONN A A B B 1" NS GROUT PL 1/2x9x1'-4 W/ (2) 1/2"Øx3" EXP BOLT 3/16 1 1/2" 1 1/2" SEE ARCH 6'-0" MAX L8x4x1/2xCONT, LLH L4x4x1/4x0-8 L3x2x1/4xCONT LLH VENEER FACE 3/16 3 SIDES, TYP 3/16 (3/16)TYP 3/16TYP 1 1/2" 6" 6" 6" 1 1/2" 3"2 3/4" 1 1/2" TYP PL 1 5/16 NOTE: 1.PROVIDE 1/4" CAP PLATE ON ALL CANOPY TUBE ENDS, WITH AN ALL AROUND SEAL WELD 3/8" GAP 3 1" CLR 2 " 1 " L3x3x1/4xCONT (3/16)2-12 3/16 2-12 1" - L3x2x1/4xCONT LLH 3/16 (3/16)TYP 3/16 3/16TYP VENEER FACE END PL 3/4x9 1" 1" SEE ARCH 5'-6" NAX 1" MIN 5/16 5/16 5/16 (5/16) (5/16) L6x4x5/16x0'-8 LLV, EF, W/ 3/4"Ø BOLT IN MIDDLE OF 3" VERT SLOTTED HOLE W/ 5/16" PL WASHER. FINGER TIGHTEN NUT & DAMAGE THREADS 3/16 3/16 DESIGN JOIST FOR: WL = ±500# SL = -500# S520 10 S505 11 SIM A.6 L6x4x5/16xCONT LLH 3" NOTE: 1.PROVIDE 1/4" CAP PLATE ON ALL CANOPY TUBE ENDS, WITH AN ALL AROUND SEAL WELD 2.SHOP WELD ENTIRE CANOPY AND ERECT AS SINGLE PIECE 3/16 3 3/16 3 1" GAP (3/16) (3/16) 2" 1" 5/16 5/16 BENT PL 3/8 (3/16)2-12 3/16 2-12 (3/16)TOP & BOT1" UNO 5" 3" 3/16 3/16BACK PL TO COL 2" TYP 3/16 PL 1/2x1'-1x1'-1 W/ (4) BOLTS A.1 PL 1/2x1'-1x1'-1 (BEHIND) 3" L3x3x1/4xCONT 1" 3/16 3/16 1" 1'-4" 5/16EACH SIDE (5/16)5 (5/16)5 L6x4x5/16xCONT (LLH) L3x2x1/4xCONT, LLH 3/16 3/16 1 (5/16)2-12 5/16 2-12CONT 10" AT EACH HSS (5/16)NOTE: 1.PROVIDE 1/4" CAP PLATE ON ALL CANOPY TUBE ENDS, WITH AN ALL AROUND SEAL WELD 2.SHOP WELD ENTIRE CANOPY AND ERECT AS SINGLE PIECE 2" 10" 10" 2" EMBED PL 3/4x2'-0"x2'-0" W/ (12) 3/4"Øx0'-8" HAS @ 6" GA JAMB REINF TO RUN BETWEEN HAS AT NORTH END (1/4)12 (1/4)12 PL 3/4x10x1'-4" 3/16 EACH SIDE (3/16)EACH SIDE EQ EQ 3/16 CAP PL 1/2x10x1'-1"HSS8x8x1/2 S502 9 A.1 B (3/16)EACH SIDE CAP PL 1/2x10x1'-1" HSS8x8x1/2 3/16 3/16 TYP (3/16) (3/16) SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PRINCIPAL: EOR: DESIGNER: PROJECT MANAGER: MM JOB #: DATE PRINTED: FILE PATH: 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET As indicated 10/31/2016 11:18:01 AM C:\Proj\16.0117.S.01 - ESTES_COMMUNITY_CENTER - RS16_esabia.rvt ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 CANOPY DETAILS S502 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED SABIA, KATIE HOYT ED SABIA RALPH REMPEL 16.0117.S.01 DWIGHT GILBERT 3/4" = 1'-0"1 EAST CANOPY COLUMN BASE 3/4" = 1'-0"6 GYM WEST CANOPY 1" = 1'-0"5 GYM WEST CANOPY EDGE 3/4" = 1'-0"8 OFFICE CANOPY 1 1/2" = 1'-0"9 SLOPED CANOPY LOW CONN 1 1/2" = 1'-0"10 CANOPY LOWSIDE CONN TO COLUMN 3/4" = 1'-0"11 POOL CANOPY TOP EDGE 3/4" = 1'-0"17 SW POOL CANOPY 1" = 1'-0"12 NORTH GYM CANOPY TO JOIST 3/4" = 1'-0"19 NORTH GYM CANOPY END VIEW - FIELD CUT TO LENGTH (3/16)BOTH SIDES SEAL WELD, TOP & BOT CAP PL 1/4 SEAL WELD BENT PL 3/8" AA CUT HSS5x3x1/4 3/16 EACH SIDE AB CAP PL 1/4 SEAL WELD (3/16)EACH SIDE SEAL WELD, EA END AB AT CANOPY TUBE AT JOIST AB BETWEEN PL 1/4xCONT 3/16 2-12 HSS4x4x1/4 xCONT (3/16)2-12 EACH SIDE 1 "3 " WIND LOAD MAX = ±600 PLF SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PRINCIPAL: EOR: DESIGNER: PROJECT MANAGER: MM JOB #: DATE PRINTED: FILE PATH: 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET 1" = 1'-0" 10/31/2016 11:18:01 AM C:\Proj\16.0117.S.01 - ESTES_COMMUNITY_CENTER - RS16_esabia.rvt ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 CANOPY DETAILS S503 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED SABIA, KATIE HOYT ED SABIA RALPH REMPEL 16.0117.S.01 DWIGHT GILBERT 1" = 1'-0"2 COMMUNITY ROOF HSS BEAM TO COLUMN 1" = 1'-0"5 COMMUNITY ROOF LOW CANTILEVER A A A A A A A AB MAXIMUM # OF BOLTS SHOWN IN STEEL CONNECTION SCHEDULE WITH STANDARD HOLES, HORIZONTAL SHORT SLOTTED HOLES NOT PERMITTED PL 3/8" STRIP FLANGE ONE SIDE 5/16 5/16 3-SIDES S510 20 NOTES: 1.ALL BOLTS ARE A325N IN STD HOLES. 2.FULL HEIGHT SHEAR CONNECTIONS INDICATED THUS: AT BEAM AT WF COLUMN WEB - FLANGES MAY BE BLOCKED AS REQUIRED, NO COPING OF FLANGES PERMITTED CL COLUMN WEB 5/16 5/16TYP CL BEAM CL PLATE PROVIDE (2) COLUMNS OF BOLTS W/ MAX NUMBER OF ROWS AT HSS COLUMN - FLANGES MAY BE BLOCKED AS REQUIRED, NO COPING OF FLANGES PERMITTED5/16 5/16TYP CL BEAM CL PLATE THRU PLATE 1/2"1 1/2" 3" 1 1/2" PL 1/2 S510 20 1 1/2" TYP 3" TYP PROVIDE CONNECTION SHOWN ABOVE OR DOUBLE ANGLE CONN PER 18/S511 W/ MAX NUMBER OF BOLTS KICKER: FOR L ≤ 8'-0" : L3x3x1/4 FOR 8'-0" < L ≤ 12'-0": L4x4x1/4 PL 1/4x6x0'-6, TYP 3/16 3/16 TYP 3/16 1 1/2 3/16 1 1/2 TYP L6x3 1/2x3/8x0'-6 w/(2) BOLTS EACH LEG BOLTED OPTION NOTES: 1. CONTRACTOR MAY USE ANY COMBINATION OF WELDING OR BOLTING L 2 1 /2 " M I N E A C H W A Y , T Y P1" M I N TYP k, MAX CJP T&B TYP AT GIRDER DEPTH EQUAL TO BEAM CONTINUITY PL (50 KSI) THICKNESS = BEAM FLANGE THICKNESS + 1/4", CENTER VERTICALLY ON FLANGE PLATE TO WEB SEE CJP TYP TOP & BOT 5/16 5/16 PLATE TO COLUMN FLANGE, TYPICAL TO COLUMN WEB CJP TYP TOP & BOT 5/16 CAP PL TO FLANGE, TYP CAP PL (50 KSI) THICKNESS = BEAM FLANGE THINKNESS + 1/4" CENTER VERTICALLY ON FLANGE 7/S505 7/S505 AT GIRDER DEEPER THAN BEAM CJP TYP 5/16 EACH FLANGE, EACH SIDE TO COLUMN FLANGE SHEAR CONNECTION, SEE STEEL CONNECTON SCHEDULES CAP PL (50 KSI) THICKNESS = BEAM FLANGE THINKNESS + 1/4" CENTER VERTICALLY ON FLANGE 7/S505 SHEAR CONNECTION, SEE STEEL CONNECTION SCHEDULES 1" MIN, TYPICAL TYP 1" MIN, TYPICAL 1" MIN, TYPICAL CJP 7/S505 CONTINUITY PL (50 KSI) THICKNESS = BEAM FLANGE THICKNESS, CENTER VERTICALLY ON FLANGE TYP PLAN AT STIFFENER AT MOMENT CONNECTION TO WEB ONLY AT MOMENT CONNECTION TO FLANGE ONLY PLATE TO FLANGE SEE 7/16 7/16 PLATE TO COLUMN WEB, TYPICAL 7/S505 PLATE TO COLUMN WEB & FLANGE, SEE 7/S505AT MOMENT CONNECTION TO WEB & FLANGE SHEAR CONNECTION, SEE STEEL CONNECTION SCHEDULES FITTED PL 3/8, SEE FOR # OF BOLTS FITTED PL 3/8, SEE FOR # OF BOLTS 5/16 5/16 3 SIDES 5/16 5/16 3 SIDES 20/S510 20/S510 7/16 7/16CAP PL TO COLUMN WEB 5/16 5/16CAP PL TO WEB NOTES: 1. CONNECTIONS ARE SIMILAR WHERE MOMENT CONNECTION OCCURS ON EACH SIDE OF COLUMN / GIRDER NOTES: 1. GREATER OF 1.5 x WEB THICKNESS OR 1 1/2" 2. GREATER OF 1.0 x WEB THICKNESS OR 3/4", SHALL NOT EXCEED 2" 3. MIN RADIUS = 3/8" 4. REMOVE BACKING TAB UNO NOTE 1 NOTE 2 NOTE 2 NOTE 3 NOTE 3 NOTE 4 NO WELDING PERMITTED AT THIS LOCATION NOTE 4 AT FLAT STEEL FACE AT FLANGE 5/16 5/16 NO WELDING PERMITTED AT THIS LOCATION NOTE 1 FULL CAPACITY WELD SCHEDULE CONNECTED FLANGE/PLATE THICKNESS (IN) FILLET WELD SIZE D (IN) PARTIAL PENETRATION WELD EFFECTIVE THROAT SIZE E (IN) 1/4 5/16 3/8 7/16 1/2 9/16 5/8 7/16 7/16 1/2 1/2 9/16 5/8 N/A ≤ 0.37 NOT REQD CJP (NOTE 2) 1 7/16 1 5/16 1 1/4 1 1/16 1 13/16 ≤ 0.46 ≤ 0.56 ≤ 0.65 ≤ 0.74 ≤ 0.84 ≤ 0.93 ≤ 1 ≤ 1 1/8 ≤ 1 1/4 ≤ 1 3/8 ≤ 1 1/2 ≤ 1 5/8 > 1 5/8 NOTES: 1. COMPLETE JOINT PENETRATION WELDS MAY BE USED AS AN ALTERNATE TO FILLET AND BUILT-UP WELDS FOR ANY CONNECTED FLANGE/PLATE THICKNESS. 2. SEE DETAIL FOR WELD ACCESS HOLE AND BACKING REQUIREMENTS AT COMPLETE JOINT PENETRATION WELDS. 3. SCHEDULED WELDS SHALL BE INCREASED IN SIZE BY GAP WIDTH FOR GAPS 1/16" AND GREATER. NOT REQD NOT REQD NOT REQD NOT REQD NOT REQD NOT REQD (E) D D 4/S505 3/16" MAX 0" MIN FITTED STIFFENER FULL DEPTH STIFFENER STIFFENER PL MAY OCCUR ON EACH SIDE PLATE WELD SCHEDULE STIFFENER PL THK STIFFENER PL WELD SIZE a (UNO) 3/16"3/16" 1/4"3/16" 5/16"1/4" 3/8"1/4" 1/2"5/16" 5/8"7/16" 3/4"1/2" 1"5/8" 1 1/4"7/8" NOTES: 1. ACTUAL STIFFENER GEOMETRY VARIES, SEE DETAILS 2. STIFFENER SURFACES THAT CONTACT BEAM FLANGES SHALL BE FINISHED FOR BEARING NOTCH PL AT BEAM RADII, TYP STIFFENER PL a a3 SIDES a a2 SIDES k STIFFENER PL 3/8 EACH SIDE OF BEAM WEB CAP PL 3/4 W/ (4) BOLTS WIDE FLANGE COLUMN WEB PARALLEL TO BEAM WEB OR HSS COLUMN 5/16 5/16 TYP WIDE FLANGE OR HSS COLUMN 5/16 AT WIDE FLANGE, TYP 5/16 AT HSS TYP k TYP 1 1/2"1 1/2" 1/2" MIN 1" MIN 1/2" MIN 1 1/2"1 1/2" WIDE FLANGE COLUMN WEB PARALLEL TO BEAM WEB OR HSS COLUMN AT BEAM END TYP 1/2" MIN WIDE FLANGE COLUMN WEB PERPENDICULAR TO BEAM WEB AT BEAM END 2" TYPTYP 1/2" MIN WIDE FLANGE COLUMN WIDE FLANGE OR HSS COLUMN STIFFENER PL 3/8 EACH SIDE OF BEAM WEB CAP PL 3/4 W/ (4) BOLTS 5/16 5/16TYP . CAP PL 3/4 W/ (2) BOLTS STIFFENER PL 3/8 EACH SIDE OF BEAM WEB 5/16 5/16TYP ... NOTE: 1. PERPENDICULAR MEMBERS NOT SHOWN NOTE: 1. PERPENDICULAR MEMBERS NOT SHOWN NOTE: 1. PERPENDICULAR MEMBERS NOT SHOWN S505 2SIM BEAM WHERE OCCURS k TYP k TYP STRINGER TO PRIMARY STRUCTURE CONNECTION DESIGN BY CONTRACTOR, CONNECT STRINGER TO APPLY LOAD DIRECTLY TO BEAM CENTERLINE, M=0 in*k , TYP STAIR, LANDING & RAILING DESIGN BY CONTRACTOR, SEE ARCH FOR ADDITIONAL REQUIREMENTS BENT PL 1/4, COORDINATE WITH STAIR STINGERS & NOSING SEE PLAN FOR DECK ORIENTATION STRINGER DOWN UNO 9" MAX AT EXTENDED STRINGER UNO 9" MAX PROVIDE STRINGER WEB EXTENSION AS REQUIRED TO ALLOW CONNECTION TO BEAM WEB PROVIDE STRINGER WEB EXTENSION AS REQUIRED TO ALLOW CONNECTION TO BEAM WEB - FLANGES MAY BE BLOCKED AS REQUIRED, NO COPING OF FLANGES PERMITTED 1 1/2" MIN T&B CENTER ON BEAM BOLT ROWS AT 3" SPACING CL COLUMN WEB 9" MAX 1 1/2" MIN AT 3" SPACING (3) COLUMNS 1 1/2" MIN 5/16 5/16 AT WEB OF WIDE FLANGE COLUMN OR GIRDER CL BEAM CL PLATE PL 3/4 CL COLUMN 5/16 5/16 AT FLANGE OF WIDE FLANGE COLUMN CL BEAM CL PLATE FLANGES MAY BE BLOCKED AS REQUIRED, NO COPING OF FLANGES PERMITTED PL 3/4 - NOTES: 1.ALL BOLTS ARE A325N IN STD HOLES. 2.DRAG CONNECTIONS INDICATED THUS: PROVIDE (2) COLUMNS OF BOLTS W/ MAX NUMBER OF ROWS 3" MAX 1 1/2"3"1 1/2" PROVIDE (3) COLUMNS OF BOLTS W/ MAX NUMBER OF ROWS CL COLUMN 5/16 5/16 AT HSS COLUMN CL BEAM CL PLATE FLANGES MAY BE BLOCKED AS REQUIRED, NO COPING OF FLANGES PERMITTED THRU PL 3/4 - PROVIDE (2) COLUMNS OF BOLTS W/ MAX NUMBER OF ROWS 3" MAX 1 1/2"3"1 1/2" 1/2" MIN 2"2" PL 1/2 W/ (4) BOLTS PL 3/8 EA SIDE 3/16 SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PRINCIPAL: EOR: DESIGNER: PROJECT MANAGER: MM JOB #: DATE PRINTED: FILE PATH: 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET As indicated 10/31/2016 11:18:03 AM C:\Proj\16.0117.S.01 - ESTES_COMMUNITY_CENTER - RS16_esabia.rvt ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 TYPICAL STEEL DETAILS S505 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED SABIA, KATIE HOYT ED SABIA RALPH REMPEL 16.0117.S.01 DWIGHT GILBERT 3/4" = 1'-0"2 TYPICAL FULL HEIGHT SHEAR CONNECTION 3/4" = 1'-0"11 TYPICAL KICKER 3/4" = 1'-0"10 TYPICAL MOMENT CONNECTION 3" = 1'-0"4 TYPICAL WIDE FLANGE CJP WELD ACCESS AND BACKING 1/2" = 1'-0"7 TYPICAL FULL CAPACITY WELD SCHEDULE 1 1/2" = 1'-0"3 TYPICAL WIDE FLANGE BEAM STIFFENER 3/4" = 1'-0"20 BEAM OVER COLUMN 3/4" = 1'-0"19 PERFORMANCE SPECIFIED STAIR TO COMPOSITE FRAMING NO SCALE14 TYPICAL BEAM DRAG CONNECTION 1" = 1'-0"8 TYP POST UP FROM BEAM A A A A A 3" 1 1/2" 3" TYPSTD HOLES IN BEAM STD OR SSL IN PLATE 2 COLUMNS OF BOLTS # BOLT ROWS (4 SHOWN) COLUMN WEB/ FLANGE OR BEAM WEB PL 1/2 G CAPACITY (KIPS) W8-W12 18 12 W10-W18 33 23 W16-W24 55 38 W18-W30 80 56 W21-W40 110 78 W24-W44 142 102 W30-W44 177 130 BEAM SIZES EXTENDED SINGLE PL CONNECTIONS W33-W44 214 160 TOP 6" 6" 8" 10" 11" 13" 16" 16" T & B 6" 6" 6" 6" 8" 9" 11" 14" G ≤ 6" C MAX TOP 10" 10" 10" 12" 14" 16" 16" 16" T & B 10" 10" 10" 10" 10" 12" 15" 16" G ≤ 10" C MAX COPE BEAM WHERE REQD. SEE SCHED FOR MAXIMUM COPES AND NOTES 2 & 3 FOR ADDITIONAL REQMTS. CAPACITY (KIPS) 2 3 4 5 6 7 8 # BOLT ROWS 9 NOTES: 1. ULTIMATE LEVEL (LRFD) IN KIPS. 2. WHERE NO DECK IS PRESENT AT CONNECTION, AND BEAM COPE 'C' EXCEEDS 'G', BRACE TOP FLANGE OF BEAM TO GIRDER. PROVIDE PL3/8x4x6 ON TOP FLANGE. WELD 4 SIDES. 3. AT COLUMNS, BEAM COPE 'C' SHALL NOT EXCEED 'G'. 4. MINIMUM BEAM WEB THICKNESS SHALL BE 0.23". SECTION: BEAM SLOPING DOWN SECTION: BEAM SLOPING UP PLAN: SKEWED BEAM SLOPING UP OR DOWN SECTION: BEAM TO COLUMN D D G 5/16 5/16 G G G C 1 1/2" XXkXXk XXkXXk XXk XXk XXkXXk XXk XXk XXk XXk XXk XXkBEAM SIZE BEAM SIZE NOTES: 1. REFER TO STEEL NOTES FOR MATERIAL GRADES OF CONNECTION MATERIAL BOLTS & WELDS. 2. ALL REACTIONS NOTED ON PLAN AND IN SCHEDULES AND DETAILS ARE ULTIMATE LEVEL. 3. REACTION APPLIES TO BOTH ENDS OF BEAM WHERE ONLY ONE REACTION IS GIVEN. 6. 10k MINIMUM REACTION SHALL BE ASSUMED WHERE NO REACTION OR OTHER REQUIREMENTS ARE PROVIDED. FABRICATOR MAY SELECT SINGLE PLATE, SINGLE ANGLE, DOUBLE ANGLE, OR END PLATE CONNECTION THAT PROVIDES REACTION NOTED ON PLAN BEAM REACTION FOR SINGLE PLATE CONN SCHEDULE FOR SINGLE ANGLE CONN SCHEDULE FOR DOUBLE ANGLE & END PLATE CONN SCHEDULE SEE PLAN AT BM SPLICE 3 S511 20/S510 18/S511 20/S511 TOP & BOTTOM COPE TOP COPE ONLY TYP 3" TYP 3" NOTE: THE GEOMETRY SHOWN IS THE BASIS FOR CALCULATIONS OF LIMIT STATES INVOLVING COPED BEAMS. ALL EDGE DISTANCE DIMENSIONS SHOWN ARE MINIMUMS. 1/2" RADIUS TYP COPE BOTTOM COPE ONLY 3" TYPUSE 'TOP COPED' VALUES IN TABLE S E E S C H E DCOPE L E N G T H S E E S C H E DCOPE L E N G T H S E E S C H E DCOPE L E N G T H S E E S C H E DCOPE L E N G T H D E P T H T O P C O P E D E P T H B O T T O M C O P E D E P T H T O P C O P E D E P T H B O T T O M C O P E 1 1/2" 1 1/2" 1 1/2" 1 1/2" S510 3 TOP & BOTTOM COPE - SLOPED ALL HOLES IN BEAMS ARE STANDARD HOLES ALL HOLES IN BEAMS ARE STANDARD HOLES ALL HOLES IN BEAMS ARE STANDARD HOLES 1 1/2" 1 1/2" 1 1/2". 1 1/2" COPE LENGTH, SEE SCHED SEE SCHED COPE LENGTH 1 1/2" 1 1/2" 1 1/2" d/2 MIN d w/WEB EXT PL d SEE SCHED COPE LENGTH 1 1/2" d/2 MIN 1 1/2" 1 1/2" MIN SUPPORT, SEE DTLS PL 3/8: ≤ 5 BOLTS, STANDARD OR HORIZ SHORT SLOTS MAY BE USED ≥ 6 BOLTS, HORIZ SHORT SLOTS REQUIRED TYP 3" MIN 1 1/2" MIN 3" MAX 1 1/2" MIN TOP & BOTTOM COPE SINGLE COPE k 1 1/2" 1 1/2" d . 1/4" . 1/4" 1/4 d " d = LARGER OF TOP OR BOTTOM COPE PL 3/8 d c . 1/4"d PL 3/8 c c BLOCK FLANGE AS REQ'D TO WELD c NOTE: DETAIL APPLIES ONLY WHERE INDICATED IN CONNECTION SCHEDULES 3/16 3/16 c 1 1/2" 1 1/2" d 1.5 x d G CONNECTION, SEE SCHEDULES. USE T&B COPE VALUES ADD WEB EXTENSION PL WHERE AVAILABLE BEAM DEPTH IS INSUFFICIENT FOR CONNECTION DEPTH. PL THK AND GRADE TO MATCH BM WEB 5/16 5/16 CJP AT STRIPPED FLANGES BEAM TO COLUMN WEB COPED AT TOP FLG ONLY .. COPED T&B BEAM TO GIRDER 5/16 5/16TYP AT EXTENDED PL CONN TYP RECT OR ROUND HSS COLUMN OR PIPE 5/16 5/16 BEAM TO HSS COL ~ ~ 3/8" THRU PLATE OPTION SLOT WALL OF HSS COL 5/16 5/16 MIN WALL THK = 0.237" ROUND HSS OR PIPE 3" W RECT HSS 1/4" MIN WALL THK (4"Ø THRU 22"Ø) WHERE WALL THICKNESS < MIN, PROVIDE THRU PLATE AS SHOWN 4" 1/4"5" 1/4" 6"1/4" 7"1/4" 8"1/4" 9"5/16" 10"5/16" 12" 1/2"14" 3/8" 16"1/2" TYPICAL W S510 6 S510 5 S510 10 S510 5 S510 10 S510 5 1/2"1 1/2" T/2 MIN 1 1/2" 1/2" MAX 1 1/2" MAX AT SKEWED CONNS 1/2" AT ORTHOGONAL CONNS, T/2 MIN . FOR SKEW ANGLES ≤ 55°, USE G=6" FOR SKEW ANGLES ≤ 60°, USE G=10" AT SKEW ≤ 60º 7º < Θ ≤ 14º 14º < Θ ≤ 22º 22º < Θ ≤ 45º, BEVEL END OF PL AT FACE OF SUPPORT 45º < Θ ≤ 60º 0º < Θ ≤ 7º Ø (3/8) 5/16 3/8 5/16 3/8 5/16 7/16 5/16 1/2 5/16 3 0 ° M A X AT SKEW ≤ 30º PL3/8x4x6 AT TOP FLANGE, REQUIRED ONLY WHERE NO DECK IS PRESENT AT CONNECTION AND BEAM COPE 'C' EXCEEDS 'G' 3 SIDES 10 S510 20 S510 3/4"Ø A325 SINGLE PLATE CONNECTION SCHEDULE - MAX REACTION (KIPS) - ULTIMATE LEVEL (LRFD) BEAM SIZES COPE CONDITION # OF BOLTS 432 65 7 8 9 2 3 4 5 2 3 4 5 2 3 4 5 2 3 4 5 6 8 9 COPE TYPE UNCOPED COPE LENGTH ≤ 4"COPE LENGTH ≤ 5 1/4"COPE LENGTH ≤ 6 1/8"COPE LENGTH ≤ 8" 22-30 12-19 & C10 31 & UP 18-28 10-15 & C8 33-45 49 & UP 14-22 & C12 26-35 40 & UP W8 W10 W12 W14 W16 W18 W21 W24 W27 - W44 22-26 30-38 43 & UP 26-31 36-57 67 & UP 35-46 50-71 76 & UP 44-57 62-93 101 & UP 55-62 NOTES: 1. # INDICATES WEB REINFORCEMENT REQD TO ACHIEVE NOTED CAPACITY. SEE 2. FOR SKEWED BEAM CONNECTIONS SEE 68 & UP 7678967896789 T INDICATES TOP COPE ONLY TB INDICATES TOP AND BOTTOM COPE TTBT TTB TTB TBTTB TBT TBT TTBT TTB TTB TTB TBTBTTBTTTBTTB TBT TTBT TTB TTB TTB TBTBTTBT TBT TTBT TTB TTB TTBTBTTBT TB 19 924 24 1324 24 1724 21 11 24 1424 24 1724 24 2024 22 12 41 26 24 13 4343 31 24 174324 39 43 31 36 41 6243 33 60 39 62 43 62 816243 40 62 81 81 81 81 81 81 1008162 100 81 118 118 155 15 9# 20 10 24 13 16 9# 24 11 24 13 24 15 17 9 35 19 24 10 43 23 24 13 43 31 23 28 32 26 45 31 55 41 62 31 56 81 81 37 62 81 81 43 62 81 81 13 9# 19 9 24 11 14 9# 21 9 24 11 24 13 15 9#30 15 21 9 42 19 24 12 43 27 40 19 24 27 21 62 36 26 62 62 27 81 32 81 81 81 8162 11881 62 62 62 62 8162 81 8162 8162 11881 137 81 81 62 81 81 62 81 1188162 11881 137 155 62 62 62 62 62 62 8162 8162 8162 81 8162 8162 8162 81 62 62 62 8162 8162 8162 8162 47 36 62 38 62 57 48 75 81 81 8156 8162 8162 8162 10 9# 14 9# 21 9 11 9# 16 9# 21 9 24 10 12 9#21 11 16 9#32 14 23 9 43 20 31 14 38 18 43 21 34 16 53 26 42 20 62 43 62 21 81 25 81 81 41 62 43 62 43 62 8162 8162 8162 8162 34 28 50 30 54 44 35 59 70 81 6643 7950 8162 7850 24 24 24 43 8162 8153 155 155155137 43 39 25 33 20 29 17 22 13 43 43 32 43 25 41 22 32 17 43 43 6243 6243 6243 6243 43 6262 43 6262 62 62 816262 81 8162 8162 1188162 1188162 1188162 8162 8162 8162 8162 81 81 155 155 81 81 155 155 100 100 100 100 100 43 43 43 43 43 43 43 43 43 43 100 100 100 100 100 100 100 100 100 100 100 43 43 43 43 43 43 43 43 43 100 118 118 137 118 118 137 118 118 100 100 100 100 100 100 100 100 100 100 100 100 118 118 137 118 118 137 118 118 100 100 100 100 100 100 100 100 100 100 100 100 118 118 137 118 118 137 118 118 100 100 100 100 100 100 100 100 100 100 100 43 43 43 43 43 43 43 43 4/S510 18/S510 SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PRINCIPAL: EOR: DESIGNER: PROJECT MANAGER: MM JOB #: DATE PRINTED: FILE PATH: 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET As indicated 10/31/2016 11:18:07 AM C:\Proj\16.0117.S.01 - ESTES_COMMUNITY_CENTER - RS16_esabia.rvt ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 TYP STEEL BEAM CONNS S510 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED SABIA, KATIE HOYT ED SABIA RALPH REMPEL 16.0117.S.01 DWIGHT GILBERT NO SCALE10 TYPICAL BEAM EXTENDED SINGLE PLATE CONNECTION NO SCALE1 TYPICAL BEAM CONNECTIONS NO SCALE6 TYPICAL BEAM COPE GEOMETRY NO SCALE5 TYPICAL BEAM SINGLE PLATE NO SCALE4 TYPICAL BEAM WEB REINFORCING NO SCALE3 TYPICAL BEAM WEB EXTENSION NO SCALE18 TYPICAL BEAM SKEWED CONNECTION NO SCALE20 TYPICAL BEAM SINGLE PLATE CONNECTION SCHEDULE A A A A A A AA FOR ANGLE/END PLATE SIZE & DETAIL FOR CAPACITY AND WELDING, SEE S511 1 DOUBLE ANGLE END PLATE 20/S511 SHOP WELDED/FIELD BOLTED CONN SHOP & FIELD BOLTED CONN .. S511 1 DOUBLE ANGLE OR END PLATE COPED BEAM CONDITION AT GIRDER COLUMN WEB OR FLANGE .. SHOP WELDED/FIELD BOLTED CONN SHOP & FIELD BOLTED CONN S511 1 WHERE WEB tw<0.41", TOTAL CONNECTION CAPACITY (SUM OF REACTIONS FROM BOTH SIDES) IS LIMITED AS FOLLOWS: 0.35" ≤ tw < 0.41", 30.7k x # OF SHARED BOLTS 0.30" ≤ tw < 0.35", 26.3k x # OF SHARED BOLTS 0.23" ≤ tw < 0.30", 20.2k x # OF SHARED BOLTS tw ≤ 0.23", 14.9k x # OF SHARED BOLTS TYPICAL AT COLUMN/GIRDER DETAIL CONN TO PERMIT SAFE ERECTION OF BM EA SIDE WHERE BOLTS ARE SHARED, IN ACCORDANCE WITH ALL OSHA STANDARDS, TYP S511 2 7º < Θ ≤ 14º 14º < Θ ≤ 22º 22º < Θ ≤ 45º, BEVEL END OF BM WEB AT END PLATE 45º < Θ ≤ 60º 0º < Θ ≤ 7º Ø (3/8) 5/16 3/8 5/16 3/8 5/16 7/16 5/16 1/2 5/16 0º = Θ 5/16 5/16 ANGLES - BOLTED BEAM / BOLTED SUPPORT ANGLES - WELDED BEAM / BOLTED SUPPORT 5/16 3 SIDES, TYP END PLATE DOUBLE ANGLE OR END PLATE S510 6 1 1/2" MIN T/2 MIN 1/2" MAX BOLTED BEAM / WELDED SUPPORT AT COLUMN BOLTS STAGGERED .. BOLTS ALIGNED AT GIRDER S511 1 BOLTED BEAM / BOLTED SUPPORT WELDED BEAM / BOLTED SUPPORT BOLTS STAGGERED .. BOLTS ALIGNED S511 2 1/2" MAX 5/16 3 SIDES, TYP5/16 5/8" RET TOP FULL RET BOT S511 1 BOLTED BEAM/BOLTED SUPPORT SHARED HOLES tw FOR SHARED HOLES WHERE WEB tw<0.41", TOTAL CONNECTION CAPACITY(SUM OF REACTIONS FROM BOTH SIDES) IS LIMITED TO VALUES IN THE TABLE BELOW. USE THE LESSER VALUE FROM THIS TABLE AND THE CONNECTION SCHEDULE. NP=NOT PERMITTED 2 3 4 5 6 7 8 9 # OF BOLTS 0.24" ≤ tw < 0.30" 0.30" ≤ tw < 0.35" 0.35" ≤ tw < 0.41" NP 36 59 82 104 127 150 172 NP 46 74 102 131 159 187 215 NP 53 86 119 152 186 218 250 S510 6 MIN 1 1/4" MIN 1 1/4" 3" MIN, TYP, MAX 3"1 1/4" MIN AT DBL ANGLES STANDARD OR HORIZ SHORT SLOTTED HOLES MAY BE USED, TYP 3/8" ANGLE THICKNESS BOLTS MAY BE STAGGERED OR ALIGNED ANGLE END PLATE MIN 1 1/4" MIN 1 1/4" TYP 3" MIN PL 3/8 EQ EQ OF PLATE BOLT GAUGE SHALL NOT EXCEED DEPTH BEAM WEB MIN 1 1/4" AT DOUBLE ANGLE 3" MAX AT SINGLE ANGLE, NO LIMIT 1 1/4" MIN 1 1/4" MIN "UNCOPED" VALUES MAY BE USED WHEN FLANGES ARE BLOCKED OR STRIPPED ONE SIDE TO PASS T DIMENSION OF COLUMN 1/2" RADIUS TYP SINGLE ANGLE CONN BEAM SIZES COPE CONDITION # OF BOLTS 432 65 7 TTBT TTB TTB TBTTB TBT TBT TTBT TTB TTB TTB TBTBTTBTTTBTTB 8 9 2 COPE TYPE UNCOPED COPE LENGTH ≤ 4"COPE LENGTH ≤ 5 1/4"COPE LENGTH ≤ 6 1/8"COPE LENGTH ≤ 8" 22-30 12-19 31 & UP 18-28 10-15 33-45 49 & UP 14-22 26-35 40 & UP W8 W10 W12 W14 W16 W18 W21 W24 W27 W30 W33 W36 22-26 30-38 43 & UP 26-31 36-57 67 & UP 35-46 50-71 76 & UP 44-57 62-93 101 & UP 55-62 68-103 104 & UP 84-129 146 & UP 90-148 173 & UP 118-152 169 & UP 135-160 170 & UP W40 149-215 235 & UP W44 ALL TBT TBT TBT TBT TBT TBT TBT TBT TBT TBT TBT TBT TBT TBT TBT TBT 3/4"Ø A325 DOUBLE ANGLE AND END PLATE CONNECTION SCHEDULE - MAX REACTION (KIPS) - ULTIMATE LEVEL (LRFD) NOTES: 1. # INDICATES WEB REINFORCEMENT REQD TO ACHIEVE NOTED CAPACITY. SEE 3 4 5 6 7 8 9 2 3 4 5 6 7 8 9 2 3 4 5 6 7 8 9 2 3 4 5 6 7 8 9 T INDICATES TOP COPE ONLY TB INDICATES TOP AND BOTTOM COPE 19 929 28 1340 39 1750 21 11 395033 25 30 14 496342 32 40 1750 49 2059 22 12 415235 26 31 13 476040 31 42 17 617751 39 4760 31 5571 36 6380 41 8765 33 60 10377 39 70 138103 53 94 13110578 40 72 99 93 15512493 117 178143107 140 184153122 137 210175140 157 196 242 180 250 189 227 214178143 207173138 214178143 51 67 61 79 81 106 62 80 73 95 88 114 11694 132107 165134 155130106 163137111 196165134 209181152 250214178 47 85 57 102 110 132 84 108 96 124 120 155 130 149 186 171 180 217 14712294 15412899 186155120 200171142 250214178 178143 178 178 178 286 322 214185155 204175146 250214178 250214178 239205 250214 286 286 322 322 284 273 319 307 285 285 243 233 15 9# 22 10 31 13 16 9#33 20 24 11 48 25 31 13 39 15 17 9 35 19 24 10 23 34 13 31 46 23 28 32 26 45 30 55 41 74 31 56 88 50 250214178 37 66 44 79 104 124 65 102 75 117 93 146 130 149 186 171 180 217 14711574 15412177 18614693 200171135 250214177 204175137 233 13 9# 19 9 27 11 14 9#29 17 21 9 41 22 27 11 33 13 15 9#30 15 21 9 42 19 30 12 58 27 40 19 49 24 60 27 22 37 27 47 36 64 27 48 76 43 54 53 67 250214178 32 57 38 69 90 108 57 89 65 101 81 127 128 146 183 171 180 217 14410064 15210567 18312781 200168117 250214154 204172119 233 47 21 16 26 20 34 28 50 21 35 59 34 53 42 68 63 103 41 68 52 85 68 111 78 97 93 104 250214178 25 44 30 54 70 84 43 66 50 79 63 99 100 114 142 153 161 194 1107850 1188252 1429963 17813191 235172120 18213493 233 10 9# 14 9# 21 9 11 9#21 13 16 9#32 17 21 9 26 10 12 9#21 11 16 9#32 14 23 9 45 20 31 14 38 18 178 250214178 250214178 286 286 250214178 250214166 286 286 250214178 250187130 286 286 239205 273 308 239201 273 308 214157 273 307 250214 250214 286 286 322 322 250214 250214 286 286 322 322 250 250191 286 286 322 322 250 233171 250 250194 250 245180 250 250214 250 250 47 61 55 63 99 117 140 137 157 196 180 189 227 67 61 79 81 106 61 80 73 95 88 114 11694 132107 165134 155130106 163137111 196165134 209181152 214185155 243 250214 284 318 99 117 140 137 157 196 180 189 227 67 79 81 106 80 95 88 114 11694 132107 165134 155130106 163137111 196165134 209181152 214185155 250214 284 318 243 99 117 140 137 157 196 180 189 227 116 132 165134 155130 163137 196165133 209181152 214185155 250214 284 319 243 250214 250214 250214 250214 250214 250214 250214 250214 250214 250214 250214 250 286 286 286 286 286 286 286 286 322 322 322 322 322 322 214 214 214 214 214 214 214 214 214 214 250 250 250 250 250 250 250 250 250 250 250 250 286 286 286 286 286 286 286 286 286 286 322 322 322 322 322 322 322 322 322 322 250214 250214 286 286 322 322 250214 250214 286 286 322 322 250214 250214 286 286 322 322 250214 250214 286 286 322 322 250 250 286 286 322 322 250214 250214 286 286 322 322 250214 250214 286 286 322 322 250214 250214 286 286 322 322 250214 250214 286 286 322 322 250 250 286 286 322 322 214 214 214 214 214 286 286 322 322 286 286 322 322 286 286 322 322 286 286 322 322 286 286 322 322 4/S510 3/4"Ø A325 SINGLE ANGLE CONNECTION SCHEDULE - MAX REACTION (KIPS) - ULTIMATE LEVEL (LRFD) BEAM SIZES COPE CONDITION # OF BOLTS 2 3 4 5 2 3 4 5 2 3 4 5 2 3 4 5 6 8 9 COPE TYPE COPE LENGTH ≤ 4"COPE LENGTH ≤ 5 1/4"COPE LENGTH ≤ 6 1/8"COPE LENGTH ≤ 8" 22-30 12-19 & C10 31 & UP 18-28 10-15 & C8 33-45 49 & UP 14-22 & C12 26-35 40 & UP W8 W10 W12 W14 W16 W18 W21 22-26 30-38 43 & UP 26-31 36-57 67 & UP 35-46 50-71 76 & UP 44-57 62 & UP 7678967896789 W24 TO W44 2 3 4 5 UNCOPED 6 7 8 9 NOTES: 1. # INDICATES WEB REINFORCEMENT REQD TO ACHIEVE NOTED CAPACITY. SEE T INDICATES TOP COPE ONLY TB INDICATES TOP AND BOTTOM COPE 15 9 15 13 15 15 15 11 31 25 15 14 31 31 15 15 15 15 15 12 31 26 15 13 15 15 69 69 9# 15 10 15 13 15 9#31 20 15 11 31 25 15 13 15 15 15 9 31 19 15 10 23 15 13 31 23 28 31 26 45 31 50 31 50 31 13 9# 15 9 15 11 14 9#29 17 15 9 31 22 15 11 15 13 15 9#31 15 15 9 19 15 12 27 19 24 27 22 50 37 27 50 50 27 69 31 50 50 50 47 31 50 69 10 9# 14 9# 15 9 11 9#22 13 15 9#30 17 15 9 15 10 12 9#21 11 15 9#31 14 15 9 20 14 18 21 16 50 26 20 50 50 21 69 25 69 50 50 34 28 50 44 35 59 69 50 50 50 50 50 50 50 50 50 48 50 50 69 69 69 695050 15 69 50 50 50 50 50 69 89 50 69 89 108 127 146 15 15 31 15 15 15 31 15 31 15 15 15 15 TBT TBT TBT TBT TBT TBT TBT TBT TBT TBT TBT TBT TBT TBT TBT TBT TBT TBT TBT TBT TBT TBT TBT TBT TBT TBT TBT TBT TBT TBT TBT TBT 6950 69 695050 31 69 695050 6950 69 695050 31 69 695050 31 50 50 69 69 30 50 50 69 69 50 50 69 69 89 89 50 50 69 69 89 89 50 50 69 69 89 89 50 43 69 66 89 89 50 69 89 50 50 69 69 89 89 50 50 69 69 89 89 50 50 69 69 89 89 50 50 69 69 89 89 50 50 69 69 89 89 108 108 127 127 146 146 50 50 69 69 89 89 108 108 127 127 146 146 50 50 69 69 89 89 108 108 126 127 147 146 50 50 69 69 89 89 108 108 127 127 146 146 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 4/S510 31 31 31 31 31 31 31 31 31 31 31 SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PRINCIPAL: EOR: DESIGNER: PROJECT MANAGER: MM JOB #: DATE PRINTED: FILE PATH: 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET As indicated 10/31/2016 11:18:11 AM C:\Proj\16.0117.S.01 - ESTES_COMMUNITY_CENTER - RS16_esabia.rvt ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 TYP STEEL BEAM CONNS S511 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED SABIA, KATIE HOYT ED SABIA RALPH REMPEL 16.0117.S.01 DWIGHT GILBERT NO SCALE3 TYPICAL BEAM DOUBLE ANGLE SPLICE NO SCALE1 TYPICAL BEAM ANGLES/END PLATE NO SCALE2 TYPICAL BEAM FLANGE BLOCK NO SCALE20 TYPICAL BEAM DOUBLE ANGLE AND END PLATE CONNECTION SCHEDULE NO SCALE18 TYPICAL BEAM SINGLE ANGLE CONNECTION SCHEDULE 1/2" COPE ANGLE OR WT 3/16 EA SIDE PL 3/8x5x5 PARALLEL TO JOIST PERPENDICULAR TO JOIST 3" MAX WP OF KICKER PL 3/8 L4x3x5/16 (SLV) BETWEEN JOISTS 3/16 2 3/16 22 SIDES 3/16 3 3/16 3 3/16 3/16 3/16 3 3/16 3 NOTES: 1.DIAGONAL ANCHORAGE TO CMU WALL NOT PERMITTED. HSS TO MATCH DEPTH OF JOIST BEARING SEAT OR BENT PL 5/16x BTWN JOIST BEARINGS, CTR ON BEAM 3/16 2-12 3/16 2-12 HSS TO BM 4" MIN JOIST SERIES MIN BEARING K, KCS 2 1/2" SEAT DEPTH TYP WELD d l 2 1/2" LH, DLH 18-25 6"7 1/2", 8" AT GYM 1/8" 1/4" 2 1/2" 5" TYP JOIST BEARING AND WELD SCHEDULE d l d l TYP WELD ALL JOISTS TO BRG ERECTION BOLTS PER JST MNFR REQTS, TYP AT BEAM/JOIST GIRDER: JOIST 1-SIDE ALIGNED STAGGERED CL, TYP 1/4" MAX FROM CL, TYP 1/4" MAX FROM AT BEAM/JOIST GIRDER: JOIST 2-SIDES PL 1 MIN AT WF PL 3/4 MIN AT HSS WF COLUMN: JOIST 2-SIDES HSS COLUMN: JOIST 1-SIDE HSS COLUMN: JOIST 2-SIDES 5/16 TYP AT WF, MIN 1" MAX 6" MIN 3/16 3/16 3/16 3/16 STABILIZER PL, TYP AT COL, COORD SIZE W/ JST MNFR 13/16"Ø HOLE TYP WF COLUMN: JOIST 1-SIDE 1/2" MIN, TYP DO NOT WELD BOT CHORD TO STABILIZER, TYP UNO 5/16 TYP AT HSS 1" MAX 6" 1/2" TYP 3" MIN JOIST PANEL POINT L JOIST PANEL POINT NOTES: 1. STIFFENER REQUIRED FOR ALL CONCENTRATED LOADS EXCEEDING 100 LBS WHERE L EXCEEDS 3" L2 1/2x2 1/2x1/4 STIFFENER HANGING LOAD SUPPORTED CONCENTRATED LOAD PROVIDE L2 1/2x2 1/2x1/4 KICKER WELDED TO TOP CHORD OF ADJACENT JOIST WHERE HORIZONTAL LOADS IMPOSED ON BOTTOM CHORD HORIZONTAL LOAD 3/16 2 1/2" MIN EE, TYP L TOP CHORD OF JST OR TOP FLANGE OF BEAM CURB BY UNIT MNFR CURB/CHANNEL CONN PER MNFR REQTS S520 11 AT JST FRAMING C6x13 AT 'B' DECK MC8x21.4 AT 'N' DECK3/16 2 3/16 2THRU DECK, EA LEG FAN ATTACHMENT TO JOIST BOTTOM CHORD PER FAN SUPPLIER COORD VERT TO MATCH FAN LOCATION MECH DUCT. GC TO COORD LOCATION W/ JOIST SUPPLIER L8x4x1/2x0'-8 W/ 1/2" STIFFENER PL CENTERED 5/16 5/16 5/16 - 5/16 AC PL 3/8 OFFSET FOR ANGLE TO BYPASS JOIST BOTTOM CHORD 3/16 1 1/2 3/16 1 1/2 3/16 3/16 L3x3x1/4 DESIGN JOIST TOP CHORD FOR 2 KIP AXIAL WIND LOAD S520 13 SIM 1" S500 7 S500 7 - SEE PLAN 5/16 5/16 2" MAX EXTEND JOIST END AS NECESSARY S520 6 WIND LOAD MAX = ±1100 PLF NJ S520 3 L6x4x5/16xCONT, INSTALL TIGHT TO MASONRY WALL SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PRINCIPAL: EOR: DESIGNER: PROJECT MANAGER: MM JOB #: DATE PRINTED: FILE PATH: 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET As indicated 10/31/2016 11:18:13 AM C:\Proj\16.0117.S.01 - ESTES_COMMUNITY_CENTER - RS16_esabia.rvt ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 STEEL JOIST DETAILS S520 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED SABIA, KATIE HOYT ED SABIA RALPH REMPEL 16.0117.S.01 DWIGHT GILBERT NO SCALE10 TYP STEEL JOIST DRAG MEMBER CONNECTION NO SCALE13 TYPICAL ANGLE BRACE TO JOIST NO SCALE9 TYPICAL JOIST BRIDGING TERMINATION AND ANCHORAGE NO SCALE7 TYPICAL METAL DECK DIRECTION CHANGE NO SCALE6 TYPICAL JOIST BEARING CONNECTIOIN NO SCALE11 TYPICAL JOIST CHORD SUPPORT NO SCALE12 ROOF TOP EQUIPMENT ANCHOR AT METAL DECK 3/4" = 1'-0"20 TYP JOIST MIDSPAN AT GYM 3/4" = 1'-0"15 TYP JOIST BEARING AT FACE OF COLUMN 3/4" = 1'-0"14 ROOF STEP 1 1/2" = 1'-0"3 TYPICAL JOIST BEARING AT PERIMETER 1 1/2" = 1'-0"4 EDGE OF ROOF AT GRID NJ LG STUD SOFFIT FRAMING TO BE DESIGNED FOR LL= 75 PLF 1 1/2" 3" 1 1/2" 1/2" 2" PARTITION SUPPLIER COORDINATE WITH1" 3" 2" 1/2" PLATE WIDTH TO MATCH GAP BETWEEN JOIST BOTTOM CHORD, 3/8" MIN L3x3x3/8 @ 6'-0" MAX, COORD WITH JOIST PANEL LAYOUT TO AVOID BOTTOM CHORD PANEL POINTS PL 3/8x4 W/ (2) BOLTS 3/16 3/16TOP AND BOT 3/16 3/16 W8x24xCONT, COORD ATTACHMENT TO OPERABLE PARTITION WITH OPERABLE PARTITION SUPPLIER 11 S520 SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PRINCIPAL: EOR: DESIGNER: PROJECT MANAGER: MM JOB #: DATE PRINTED: FILE PATH: 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET 1" = 1'-0" 10/31/2016 11:18:13 AM C:\Proj\16.0117.S.01 - ESTES_COMMUNITY_CENTER - RS16_esabia.rvt ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 STEEL JOIST DETAILS S521 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED SABIA, KATIE HOYT ED SABIA RALPH REMPEL 16.0117.S.01 DWIGHT GILBERT 1" = 1'-0"5 OPERABLE PARTITION SUPPORT A B C D B D A C 1.5 DECK 36/7 PATTERN: 36/4 PATTERN: 3N DECK 24/4 PATTERN: 3VL DECK 36/4 PATTERN: INDICATES CONNECTION LOCATION, TYP 24" COVERAGE 36" COVERAGE TYP FASTENER LAYOUT AT PERP SUPPORT PARALLEL SUPPORT CONN PARALLEL SUPPORT BELOW PERP SUPPORT BELOW DECK SPAN EDGE OF MTL DECK SHEET, TYP SIDELAP CONNS PERP SUPPORT CONN, EACH SHEET AT COMPOSITE LAP ENDS OF ROOF AND FORM DECK SHEETS 2" UNO, BUTT ENDS OF COMPOSITE DECK SHEETS DECK CLOSURES AS REQUIRED TYP DECK CONNECTIONS 24/6 PATTERN: NOTE: 1.PAFs TO BE HILTI X-HSN 24 TO STEEL 3/8" THICK OR LESS. HILTI X-ENP-19 L15 FOR STEEL WITH GREATER THAN 3/8" THICKNESS. 2.CONTRACTOR TO HAVE HILTI REPRESENTIVE TRAIN INSTALLERS ON PROPER PAF SELECTION AND INSTALLATION ON SITE. 36/9 PATTERN: 36" COVERAGE ~ PLAN CURB PERPENDICULAR TO SUPPORT NOTES: 1. FOR EQUIP WEIGHTS LESS THAN 200 LBS CURB MAY BE SUPPORTED ON ROOF DECK 2. FOR EQUIP WITH CURB LOADS LESS THAN 50 PLF USE DETAIL C OR D 3. FOR EQUIP WITH CURB LOADS LESS THAN 100 PLF PROVIDE DOUBLE LAYER OF DECK AND DETAIL C. EXTEND DOUBLE DECK 1'-0" MIN EACH SIDE OF CURB AND 2" MIN PAST ADJACENT SUPPORT MEMBER 4. FOR EQUIP WITH CURB LOADS GREATER THAN 100 PLF USE DETAILS A AND B PL 16 GAx12xCONT W/(2) ROWS OF #10 SCREWS @12" MECH CURB PL 16 GAx12xCONT W/(2) ROWS OF #10 SCREWS @12" SUPPORTING BEAM OR JOIST MC6x12 AT 1 1/2" ROOF DECK, MC8x21.4 AT 3" ROOF DECK, SPACE @ 4'-0 OC MAX MECH CURB MC, TYP BMS OR JOISTS BELOW X.Xk MECH CURB SUPPORTING BM OR JOIST MC6x12 AT 1.5B ROOF DECK, MC8x21.4 AT 3N ROOF DECK MECH CURB CURB PARALLEL TO SUPPORT ~ ~ ~ 2" MIN SMALL MECHANICAL EQUIPMENT - DECK PERPENDICULAR SMALL MECHANICAL EQUIPMENT - DECK PARALLEL 50 PLF MAX 50 PLF MAX DECK SPAN 100 PLF TO 250 PLF MAX 100 PLF TO 250 PLF MAX 3/16 3 3/16 3 TYP L4x4x5/16, 4 SIDES OF OPNGS INDIVIDUAL OPNG OR GROUP OF SMALLER OPNGS COPE LEG EE STL BM OR JOIST PLAN VIEW SECTION AT JOIST, EXTEND ANGLE LEG TO EDGE TYP 11'-0" MAX, 3/16 3/16 TYP 3/16TYP C6x13 AT 1.5B DECK MC8X21.4 AT 3N DECK, PLACE OVER HIGH FLUTE NEAREST OPNG PLAN VIEW SECTION NOTES: 1. FRAMES WILL SUPPORT THE WEIGHT OF A 500 LB MECH UNIT AT JOIST, EXTEND CHANNEL TO EDGE 3/16 ANGLE TO CHANNEL, TYP AT OPENINGS LARGER THAN 13" AT OPENINGS LARGER THAN 6" UP TO 13" TYP 6" MIN, EW 13" MAX PL 16GA (MIN) ABOVE OR BELOW DECK INDIVIDUAL OPNG OR GROUP OF SMALLER OPNGS L3x3x1/4, FIELD CUT AS REQUIRED AT BEAM, EXTEND CHANNEL TO CL, MIN 3/16 AT EA CHANNEL TOE, TYP #10 TEK SCREWS AT PLATE EDGES, (2) PER FLUTE PERP TO DECK AND AT CORNERS 6" MAX ALTERNATE FRAME OPTIONTYPICAL FRAME OPTION CLR DIM IN ANY DIRECTION: ≥ 24", PROVIDE REINF PLATE AS SHOWN < 24", TREAT GROUP AS INDIVIDUAL OPNG W/ EXTENTS AS SHOWN, PROVIDE FRAME EXTENTS OF GROUP EXTENTS OF GROUP 1'-1 205/256" AT OPENINGS UP TO 6" EW 6" MAX ROOF DECK OPNG: COORD SIZE AND LOC WITH MEP AND ARCH, TYP CLR DIM IN ANY DIRECTION: ≥ 18", NO REINFORCEMENT REQUIRED < 18", TREAT GROUP AS INDIVIDUAL OPNG W/ EXTENTS AS SHOWN, PROVIDE REINF PLATE OR FRAME 10" OF GROUP EXTENTS OF GROUP EXTENTS ADJACENT OPNG ADJACENT OPNG 2" MIN BRG AT BEAM 11'-0" MAX AT 3" DECK 6'-6" MAX AT 1 1/2" DECK 1/4" MAX PL 1/4xCONT NOTES: 1. PLATE REQUIRED WHEN SLOPE IS 1/2:12 OR STEEPER ~ 3/16 1 1/2-12 1/2"1/2" 3/16 2-18 TYPICAL SLAB EDGE 2" MIN 1" CLR - SEE PLAN 3" MAX LTS 0" NTS 5/16 AT #4 SEE PLAN FOR DECK ORIENTATION (2) #4 x CONT CHORD STEEL TYP. (6) #6 AT GRID 2 & B BENT PL 3/8" w/ 1/2"Ø DAS @ 18" O.C. (1) DAS WITHIN 3" OF EACH SIDE OF EACH JOINT POINT A 3" TYP WIND LOAD MAX = ±1570 PLF CURB BY UNIT MNFR TOP CHORD OF JST OR TOP FLANGE OF BEAM WT6x13 ROOF DECK COMPOSITE DECK 3/16 2 3/16 2 LTS SEE PLAN HSS3x2 1/2x1/4 xCONT (3/16)2-12 (3/16)2-12 NOTE: 1.COORDINATE DECK LAYOUT TO ALLOW BEARING AS SHOWN. CURB BY UNIT MNFRWT6x13 ROOF DECK COMPOSITE DECK 3/16 2-12 3/16 2-12 SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PRINCIPAL: EOR: DESIGNER: PROJECT MANAGER: MM JOB #: DATE PRINTED: FILE PATH: 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET As indicated 10/31/2016 11:18:17 AM C:\Proj\16.0117.S.01 - ESTES_COMMUNITY_CENTER - RS16_esabia.rvt ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 TYP METAL DECK DETAILS S530 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED SABIA, KATIE HOYT ED SABIA RALPH REMPEL 16.0117.S.01 DWIGHT GILBERT NO SCALE10 METAL DECK SLAB SCHEDULE NO SCALE12 TYPICAL MECHANICAL SUPPORT ON ROOF DECK NO SCALE8 TYPICAL METAL DECK ROOF OPENINGS F PAFs 36/4 PAFs 12" OC #10 SCREW 5 / SPAN E PAFs 36/4 PAFs 12" OC #10 SCREW 10 / SPAN D PAFs 36/7 PAFs 6" OC #10 SCREW 10 / SPAN C PAFs 36/9 PAFs 6" OC #10 SCREW 12 / SPAN B PAFs 24/4 PAFs 12" OC #10 SCREW 14 / SPAN A PAFs 36/4 PAFs 12" OC #10 SCREW 3'-0" OC CONNECTION PATTERN CONNECTION PATTERN CONNECTION PATTERN TYPE PERPENDICULAR SUPPORT MEMBERS PARALLEL SUPPORT MEMBERS SIDELAPS DECK CONNECTION SCHEDULE 8. HANGERS WITH A 50 POUND MAXIMUM LOAD MAY BE PLACED AT 4'-0" MINIMUM SPACING EACH WAY. 7. NO TEMPORARY SHORING OF STEEL DECK PERMITTED WITHOUT PRIOR ACCEPTANCE OF THE ENGINEER 6. SUBMIT SHOP DRAWINGS INDICATING STUD LAYOUT (NO. OF STUDS/RIB) AND PLACEMENT ALONG BEAM 5. AT COMPOSITE SYSTEMS, NET-IN-PLACE LENGTH OF SHEAR STUDS SHALL MEET THE FOLLOWING CRITERIA: - 1 1/2" MIN ABOVE T/DECK - 1" MIN BELOW T/CONCRETE 4. DECK TYPE 'VL' MAY BE EITHER 'VLI' OR 'VLJ' e. CONST LIVE LOAD = 20 PSF. IF CONST LIVE LOAD WILL EXCEED 20 PSF, THEN CONTRACTOR SHALL DESIGN DECK FOR INCREASED LOADING d. AVERAGE SLAB THICKNESS INCREASED BY 3/8" FOR LEVELING c. DECK DEFLECTION = 3/8" b. DRY WEIGHT OF CONC = 145 PSF NORMAL WEIGHT MAXIMUM a. WET WEIGHT OF CONC = 150 PSF NORMAL WEIGHT MAXIMUM 3. COMPOSITE DECK DESIGN IS SIZED BASED UPON THE FOLLOWING MAXIMUM CONDITIONS: 2. INSTALL DECK OVER 4 SUPPORTS (3 SPAN CONTINUOUS) WHERE POSSIBLE 1. SEE SPECIFICATIONS FOR FLOOR FINISH & FLATNESS REQUIREMENTS NOTES: 3N 3N 3 - - - - 11'-0" 16 20 - B SEE PLAN FOR REQD MIN GAGE 1.5B 1.5B 1 1/2 - - - - 6'-6" 16 SEE PLAN - 1.5B-X 'X' CORRESPONDS TO CONNECTION TYPE BELOW 3VLI7A 3VL 3 6 10 TYPE 4 (NWC) #4@12" EW TOP 7'-6" - 20 - A - 3VLI4.5A 3VL 3 4 1/2 7 1/2 TYPE 4 (NWC) #4@18" EW TOP 11'-6" 18 20 - A - 3VLI3A 3VL 3 3 6 TYPE 4 (NWC) 6x6-W2.1xW2.1 8'-6" 20 - TYPE DEPTH (IN) CONC ABOVE DECK (IN) TOTAL THK (IN) CONC TYPE (SEE GEN NOTES)SLAB REINF SLAB MARK DECK CONCRETE MAX UNSHORED CLEAR SPAN MIN DECK GAGE, 1-SPAN MIN DECK GAGE, 2-SPAN OR MORE MAX DECK CANTILEVER DECK CONN TYPE (SEE SCHED) REMARKS METAL DECK SLAB SCHEDULE 1. COMPOSITE METAL DECK SPECIFIED IS MANUFACTURED BY VULCRAFT. ALTERNATE COMPOSITE METAL DECK MAY BE SUPPLIED PROVIDED MINIMUM DECK PROPERTIES ARE SATISFIED AND THE RATIO OF THE RIB WIDTH MEASURED AT MID HEIGHT OF DECK TO RIB HEIGHT IS NO LESS THAN 1.5. NOTES: 3N 3 16 33 ROOF 1.683 0.893 0.944 2 4 3N 3 18 33 ROOF 1.223 0.658 0.749 2 4 3N 3 20 33 ROOF 0.837 0.501 0.552 2 4 1.5B 1 1/2 16 33 ROOF 0.373 0.408 0.411 2 4 1.5B 1 1/2 18 33 ROOF 0.289 0.318 0.327 2 4 1.5B 1 1/2 20 33 ROOF 0.201 0.234 0.247 2 4 3VL 3 18 50 COMPOSITE 1.254 .770 0.797 2 1/2 5 3VL 3 20 50 COMPOSITE 0.920 0.534 0.551 2 1/2 5 EXTERIOR INTERIOR DECK TYPE DECK DEPTH (IN) DECK GAGE DECK Fy (KSI)DECK USAGE I POS (IN^4/FT) S POS (IN^3/FT) S NEG (IN^3/FT) MINIMUM DECK BEARINGS (IN) METAL DECK PROPERTIES NO SCALE15 TYP METAL DECK AT BEAM PERP TO SLOPE NO SCALE18 TYPICAL EXTERIOR SLAB EDGE NO SCALE16 ROOF TOP EQUIPMENT ANCHOR AT CONCRETE 3/4" = 1'-0"13 TYP SOMD DEPTH CHANGE 3/4" = 1'-0"17 TYP METAL DECK SUPPORT AT ELEVATION CHANGE NO SCALE20 ROOF TOP EQUIPMENT ANCHOR AT CONCRETE 2 A A A B B A A C C B A A D B C D MTL POUR STOP, SEE TABLE OVERHANGTOTAL SLAB DEPTH 16 GA ≤ 3" 14 GA ≤ 6" 12 GA ≤ 9" 3/16" ≤ 12" 5 1/4" 6 1/2" 7 1/2" 14 GA 12 GA 3/16"1/8" 12 GA 3/16"1/8"3/16" MTL POUR STOP THICKNESS L2x2x1/4 AT EA BM OR COL, OR AT 8'-0" OC MAX PROVIDE MAX # BOLTS LISTED IN CONN SCHED COPE OR STRIP FLG ONE SIDE BENT PL 10GA OVERHANG UP TO 12" OVERHANG LARGER THAN 12" UP TO 2'-6" 3" MIN 1 1/2-6 3/16 EA ANGLE 3/16 1 1/2 3/16 1 1/2 AT DECK PARALLEL 3/16 3/16 3/16TYP PL3/8x6x0'-6, TYP MTL POUR STOP BY DECK MNFR TO SUPPORT WET WEIGHT OF CONC (14 GAGE MIN) SLAB SCHEDULE, SEE MAX DECK CANTILEVER PER METAL DECK #4xCONT #4x @12" AT DECK PERPENDICULAR SKEW HOOK AS REQ'D TO PROVIDE CLR COVER L3x3x1/4 (MIN) W/ (1) BOLT EE L6x3 1/2x3/8x0-5 1/2 W/ (2) BOLTS TO BM AT BOLTED OPTION (1) BOLT EE KICKER BTWN BMS AS REQ'D CONTRACTOR MAY USE ANY COMBINATION OF WELDING OR BOLTING SHOWN KICKER: FOR L≤8'-0": L3x3x1/4 FOR 8'-0"<L≤12'-0": L4x4x1/4 PROVIDE OPPOSITE DECK SUPPORT FRAME WHERE NO BEAM OCCURS SLAB REINF, SEE METAL DECK SLAB SCHED 1" MIN OVERHANG 2" MIN 10/S530 k, TYP EQ EQ CONST JT PARALLEL TO GIRDERS EQEQ 5'-0" . #4x4'-0"@12" CTR IN SLAB OVER DECK CONST JT PARALLEL TO BEAMS . . BEAM BEAM BEAM BEAM GIRDER GIRDER. . NOTES: 1. NO SAW CUT JOINTS IN ELEVATED SLAB ON METAL DECK UNO SEE GENERAL NOTES FOR POUR LENGTH AND AREA LIMITS EDGE OF SLAB (2) #4 TYP NOTES: 1. DECK OPNGS REQUIRE STIFFENERS OR FRAMING. SEE DECK OPNG DETAILS 2. CENTER BARS IN SLAB ABOVE METAL DECK HOOK BARS IF NOT POSSIBLE TO ACHIEVE 2'-0" EXTENSION BEYOND EDGE OF OPNG TRIM REINFORCING PLAN VIEW GIRDER C8x11.5 TYP OFFSET HDAS ON FLG IF REQD ~ 10'-0" MAX L8x4x3/4x8 LLV, CNTR CHANNEL WEB ON ANGLE CONN OPTIONS TO STEEL ~~MTL POUR STOP BY DECK MNFR 3/16 3/16TYP 1/4 3/16 3/16 TO CONCRETE L3x3x1/4x9 W/ (2) 3/4"Øx6 1/2" EMBED EXP ANCHORS 6" 3/163 SIDES STEEL BEAM OR CONC WALL PL 3/8 AT OPENINGS LARGER THAN 10" ~ 10" Ø OR 10" SQ MAX #5 T&B ES (2) #5@3" CTR ES NOTES: 1. PLACE SLEEVE ON DECK PRIOR TO CONCRETE PLACEMENT 2. DO NOT CUT METAL DECK UNTIL CONC HAS REACHED DESIGN STRENGTH 3. 2"Ø SLEEVES DO NOT REQUIRE TRIM STEEL (6" MIN SPACING) 4. MULTIPLE OPENINGS PERP TO DECK SPAN CLOSER THAN MIN SPACING SHALL BE CONSIDERED A SINGLE OPENING AND REINFORCED PER 'TYPICAL OPENING' DETAIL. 5. PROVIDE REINFORCING BETWEEN MULTIPLE OPENINGS PARALLEL TO DECK SPAN SLEEVE MIN, TYP 3x DIA OF LARGER 2'-0" TYP EXTEND BARS 2" TYP 2" TYP DECK SPAN MAX 10" NOTE 4 NOTE 5 AT OPENINGS 10" OR LESS CUT 2 VERT RIBS MAX DRAIN BODY OR DECK CLOSURE DRAIN FLASHING (IF REQD) C4x5.4x4'-0 ES OF OPNG (IF REQD) 1' MAX TO EDGE OF FLASHING NOTES: 1. IF DRAIN FLASHING EMBED IN SLAB IS REQUIRED, FLASHING SHALL NOT EXTEND OVER THE TOP OF COMPOSITE BEAMS 2. PROVIDE BACK UP BARS IF REQD FOR DECK WELDING MAX OPNG 1'-2"x1'-2" 1 1/2" MIN 1/8 1 1/8 1 ES OF CHANNEL AT EACH HIGH FLUTE AT FLOOR DRAIN OR 14" SQ OPENING MAX 2" CLR, TYP2'-0" TYP 3/163 SIDES BEAM [50] GIRDER [26,8,26] NOTES: 1. PROVIDE STUDS AT 18" MAX WHERE NUMBER OF STUDS IS NOT INDICATED DECK SPAN # OF STUDS ARE INDICATED THUS ON FRAMING PLAN LENGTH OF BEAM 50 STUDS SPACED OVER FULL EQ SPACED 26 STUDS EQ SPACED 8 STUDS EQ SPACED 26 STUDS CONSIDER NON- ORTHOGONAL BEAMS TO BE "DECK PERPENDICULAR" FOR STUD LAYOUT SEE FOR SLAB REINF 1" MIN SEE DECK PERP CONDITION FOR STUD LAYOUT AT DECK TRANSITION SEE MTL DECK SCHED FOR STUD LENGTH TYP STUD AND DECK INFO BEAM FLANGE LIMITATIONS bf MIN 4" 1 3/8" MIN 1 3/8" MIN3" M I N 1 3/8" MIN 3" MIN 1 3/8" MIN 3" M I N 3" M I N BEAM CL STUDS MAY BE INSTALLED EITHER SIDE OF DECK STIFFENER (STRONG OR WEAK POSITION) 1 STUD/RIB 2 STUDS/RIB 3 STUDS/RIB .... DECK STIFFENER DECK SPAN STUD PLACEMENT AT DECK PERPENDICULAR SEE NOTE 1, TYP SEE NOTE 1 3" M I N 1 3/8" MIN 1 3/8" MIN 3" M I N1 3/8" MIN 3" MIN 1 3/8" MIN 1 3/8" MIN 3" MIN3" MIN 1 3/8" MIN SINGLE ROW SPACING . . MUTLIPLE ROW SPACING DECK SPAN 4 1/2" MIN 4 1/2" MIN 4 1/2" MIN SPACE STUDS UNIFORMLY OVER LENGTH OR BTWN SUPPORTED MEMBERS STUD PLACEMENT AT DECK PARALLEL STEP 1: STEP 2: . . CASE 2: # STUDS < # RIBS STEP 1 = ONE STUD EVERY OTHER RIB STEP 2 = 1/2 OF REMAINING STUDS AT EACH END OF BEAM, PLACE IN EMPTY RIBS STARTING FROM THE BEAM END . ..... STEP 1: STEP 2: . CASE 3: # RIBS < # STUDS < 2x # RIBS STEP 1 = ONE STUD EVERY RIB STEP 2 = 1/2 OF REMAINING STUDS AT EACH END OF BEAM, PLACE ONE IN EACH RIB STARTING FROM THE BEAM END ........... .... STEP 1: STEP 2: . CASE 4: # STUDS > 2x # RIBS STEP 1 = TWO STUDS EVERY RIB STEP 2 = 1/2 OF REMAINING STUDS AT EACH END OF BEAM, PLACE ONE IN EACH RIB STARTING FROM THE BEAM END ........... .... . BEAM CL BEAM CL BEAM CL STEP 1: STEP 2: . . CASE 1: # STUDS < # RIBS/2 STEP 1 = ONE STUD EVERY THIRD RIB STEP 2 = 1/2 OF REMAINING STUDS AT EACH END OF BEAM, PLACE IN EVERY OTHER EMPTY RIB STARTING FROM THE BEAM END . ... BEAM CL .. 36" MAXIMUM STUD LAYOUT AT DECK PERPENDICULAR MIN 1 3/8" 3" MIN 3" MIN MIN 1 3/8" 4" MIN4" ≤ bf 5" < bf ≤ 5 3/4" 5 3/4" < bf 7 1/4" < bf < 8 3/4" 8 3/4" ≤ bf TYP 1" MIN 3/S531 L3x3x1/4 TYP, SUPPORT ONLY REQD WHEN UNSUPPORTED DECK AREA EXCEEDS 3" PROVIDE 16 GA MIN SHEET METAL AS REQUIRED DECK SPAN L3x3x1/4 PROVIDE 16 GA MIN SHEET METAL TO FILL COL CAVITY AS REQD L3x3x1/4 PROVIDE 16 GA MIN SHEET METAL TO FILL COL CAVITY AS REQD CONDITION #1 CONDITION #2 DECK SPAN DECK SPAN CONDITION #3 3/16 TYP 3/16 3/16TYP 3/16 3/16TYP AT INTERIOR COLUMN L3x3x1/4 (2) 1/2"Øx6 HDAS CONT BAR, SEE EXTERIOR EOS DETAILS PLAN 3/16 3/16ANGLE TO COL FLG, TYP 3/16 BENT PL TO ANGLE AND COL NOTES: 1. CONTRACTOR MAY DESIGN ALTERNATE METHODS OF DECK SUPPORT. DECK SUPPORTS SHALL BE ABLE TO SUPPORT THE DECK AS A FORM WITH THE WET WEIGHT OF THE CONCRETE AND ALL CONSTRUCTION LOADS AT PERIMETER COLUMN SECTION TYP 3" MIN, 3" 2 1/2" M A X T Y P 3" MAX 3" MAX 3" MAX 2" 2" #4x5'-0" @ 1'-6" TOP IN ADDITION TO TYP SLAB REINF AT GIRDER OR DECK DIRECTION CHANGE DECK CLOSURES BY DECK SUPPLIER SIDELAP CONNECTION PER CONNECTION SCHEDULE PARALLEL SUPPORT CONNECTION PER CONNECTION SCHEDULE COVER TO #4 1 1/4" TO 1 1/2" DUCT SUPPORT BY CONTR 3000 LB POINT LOAD OR 500 PLF MAX BENT PL 3/8 SEE PLAN 1'-0" MAX 3/16 1 1/2-6 1" CLR LTS (2) #4xCONT 1/2"Ø DAS @ 12"2" MIN BRG SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PRINCIPAL: EOR: DESIGNER: PROJECT MANAGER: MM JOB #: DATE PRINTED: FILE PATH: 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET As indicated 10/31/2016 11:18:18 AM C:\Proj\16.0117.S.01 - ESTES_COMMUNITY_CENTER - RS16_esabia.rvt ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 TYP SLAB ON METAL DECK DETAILS S531 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED SABIA, KATIE HOYT ED SABIA RALPH REMPEL 16.0117.S.01 DWIGHT GILBERT NO SCALE15 TYPICAL INTERIOR SLAB EDGE NO SCALE4 TYP SLAB CONSTRUCTION JOINT LOCATIONS NO SCALE12 TYPICAL METAL DECK SLAB OPENINGS NO SCALE10 TYPICAL SHEAR STUD LAYOUT NO SCALE19 TYPICAL METAL DECK SUPPORT AT COLUMN NO SCALE3 TYPICAL SLAB ON METAL DECK REINFORCEMENT NO SCALE16 TYPICAL MECHANICAL SHAFT OPENING 1" = 1'-0"20 TYP DECK DIRECTION CHANGE POINT # H = x.xk @ xx" OC V = x.xk @ xx" OC M = x.x in*k @ xx" OC FACE OF PRIMARY STRUCTURE WALL FRAMING, DESIGN BY CONTRACTOR 1)GENERAL COLD FORMED STEEL FRAMING REQUIREMENTS 1A)COLD FORMED STEEL FRAMING (CFSF) USED FOR EXTERIOR CLADDING SUPPORT IS A PERFORMANCE SPECIFIED SYSTEM DESIGNED (ENGINEERED) AND PROVIDED BY THE CONTRACTOR 1B)THE CONTRACTOR SHALL DESIGN ALL MEMBERS AND CONNECTIONS FORMING A COMPLETE SYSTEM FOR THE CLADDING SELF WEIGHT, WIND AND SEISMIC FORCES INDICATED IN THE DESIGN CRITERIA SECTION AND AS INDICATED IN THE STRUCTURAL DOCUMENTS 1C)INFORMATION PERTAINING TO THE FRAMING IS SHOWN THROUGHOUT THE ARCHITECTURAL AND STRUCTURAL DOCUMENTS AND IN THE SPECIFICATIONS. CONTRACTOR SHALL REFERENCE AND COORDINATE FRAMING WITH ALL TRADES AND DESIGN DOCUMENTS 1D)REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS INCLUDING PROFESSIONAL ENGINEERING AND SUBMITTAL REQUIREMENTS 1E)VARIATIONS PROPOSED BY THE CONTRACTOR TO ACCOMMODATE PREFABRICATION AND ALTERNATE SCHEMES SHALL BE SUBMITTED FOR APPROVAL PRIOR TO PREPARING DRAWINGS AND ENGINEERING OF THE COLD FORMED STEEL FRAMING. 2)BIDDING REQUIREMENTS 2A)THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A BID THAT INCLUDES ALL ITEMS ASSOCIATED WITH THE DESIGN AND CONSTRUCTION OF THE EXTERIOR WALL AND SOFFIT FRAMING, INCLUDING BUT NOT LIMITED TO: -DESIGN OF THE FRAMING MEMBERS (STUDS, SILLS, HEADERS, JAMBS, SOFFITS, HANGERS & KICKERS, ETC.) -CONNECTION DESIGN: BOTH FRAMING-TO-FRAMING CONNECTIONS AND CONNECTIONS BETWEEN FRAMING AND THE PRIMARY STRUCTURAL FRAME -COORDINATION AND INSTALLATION OF ALL FRAMING 2B)BIDS SHALL BE BASED ON CONTRACTOR’S ENGINEERED SIZES TO RESIST THE DESIGN FORCES AND MEET THE MINIMUM REQUIREMENTS INDICATED IN THE CONTRACT DOCUMENTS -DO NOT BASE BIDS SOLELY ON THE MINIMUM REQUIREMENTS 2C)FRAMING MEMBER DEPTHS SHALL BE AS NOTED ON ARCHITECTURAL DOCUMENTS, UNLESS NOTED OTHERWISE 2D)VARY MEMBER THICKNESS, FLANGE WIDTH, YIELD STRESS, AND SPACING AS REQUIRED TO SATISFY: -INDICATED PERFORMANCE CRITERIA -MINIMUM STRUCTURAL REQUIREMENTS INDICATED IN THE SPECIFICATIONS AND STRUCTURAL DETAILS 3)ENGINEERING REQUIREMENTS 3A)GENERAL: -FRAMING MEMBERS SHALL BE AS NOTED ON THE ARCHITECTURAL DOCUMENTS, UNLESS NOTED OTHERWISE -FRAMING MEMBERS SHALL DELIVER MAXIMUM FORCES TO THE PRIMARY STRUCTURAL FRAME AT THE LOCATIONS, DIRECTIONS, AND MAGNITUDES NOTED IN STRUCTURAL DETAILS THUS: -DO NOT CONNECT FRAMING TO THE PRIMARY STRUCTURAL FRAMING AT LOCATIONS OR IN WAYS NOT SPECIFICALLY INDICATED IN THE DETAILS -ALL CONNECTIONS TO PRIMARY STRUCTURE SHALL BE DESIGNED AS PINNED CONNECTIONS. DO NOT DELIVER MOMENT TO PRIMARY STRUCTURE UNLESS SPECIFICALLY INDICATED. -DO NOT CONNECT FRAMING TO THE BOTTOM FLANGE OF BEAMS UNLESS SPECIFICALLY INDICATED IN STRUCTURAL DETAILS 3B)GC / COLD FORMED STEEL FRAMING DESIGNER / CLADDING DESIGNER COORDINATION: -COLD FORMED STEEL FRAMING MEMBERS AND FRAMING ATTACHMENT SHALL BE DESIGNED FOR THE TRIBUTARY LOADING AT THE FRAMING SPACING INDICATED ON THE CONTRACT DOCUMENTS -CLADDING SUPPLIER SHALL DESIGN CLADDING TO DISTRIBUTE LOAD UNIFORMLY TO AND ATTACH TO EACH FRAMING MEMBER. -CLADDING ATTACHMENT SPACING WHICH DOES NOT EQUALLY DISTRIBUTE LOAD TO EACH STEEL FRAMING MEMBER IS NOT ACCEPTABLE WITHOUT APPROVAL FROM THE STEEL FRAMING SUPPLIER / DESIGNER AND THE PROJECT ENGINEER OF RECORD (EOR) -IF THE CLADDING SUPPLIER DOES NOT AND / OR CANNOT UNIFORMLY LOAD / ATTACH TO EACH STEEL FRAMING MEMBER, THE LOADS FROM THE CLADDING SUPPLIER MUST BE PROVIDED TO THE FRAMING SUPPLIER. THE STEEL FRAMING SUPPLIER WILL NEED TO INCORPORATE THESE INCREASED LOADS INTO THE FRAMING DESIGN. -GC SHALL COORDINATE BETWEEN COLD FORMED STEEL FRAMING SUPPLIER AND CLADDING SUPPLIER AS REQUIRED. 3C)LOADS: -WIND LOADS GIVEN IN THESE DOCUMENTS ARE BASED ON A COMPONENT AND CLADDING TRIBUTARY AREA OF 10 SQUARE FEET. REDUCTION IN LOADS BASED ON TRIBUTARY AREA ARE ALLOWED AS PERMITTED IN THE GOVERNING BUILDING CODE. -CALCULATE AND APPLY TO COLD FORMED STEEL FRAMING HEADERS, SILLS & JAMBS CUMULATIVE LINE AND CONCENTRATED TRIBUTARY LOADS FROM CLADDING DEAD LOAD AND WIND PRESSURES ON WINDOWS, LOUVERS, DOORS, CURTAINWALL, AND OTHER OPENINGS -COORDINATE MULLION AND JAMB LOCATIONS WITH THE GENERAL CONTRACTOR -CONTRACTOR SHALL ACCOUNT FOR LOCALIZED LOADS AND MOMENTS DUE TO ECCENTRICALLY APPLIED LOADS SUCH AS SLIP CONNECTIONS AND WINDOW HEAD TRACKS 3D)PRIMARY FRAME DEFLECTIONS: PROVIDE VERTICAL SLIP CONNECTIONS AND DEFLECTION TRACKS AS NEEDED TO ACCOMMODATE VERTICAL DEFLECTIONS OF THE PRIMARY STRUCTURAL FRAMING. UNLESS NOTED OTHERWISE, PROVIDE THE FOLLOWING ALLOWANCES FOR VERTICAL DEFLECTION OF THE PRIMARY STRUCTURAL FRAMING: -AT EXTERIOR / SPANDREL INFILL FRAMING: L/240 -AT EXTERIOR / SPANDREL BYPASS FRAMING: L/240 -AT INTERIOR FRAMING: GREATER OF L/240 OR 3/4" 3E)VERTICAL DEFLECTION CRITERIA: DESIGN COLD FORMED METAL FRAMING HEADERS TO MEET THE FOLLOWING VERTICAL DEFLECTION CRITERIA: -FOR STUDS SUPPORTING THIN SET MASONRY VENEER = SPAN / 360 -FOR STUDS SUPPORTING OTHER = SPAN / 240 3F)HORIZONTAL DEFLECTION CRITERIA: DESIGN COLD FORMED METAL FRAMING MEMBERS TO MEET THE FOLLOWING HORIZONTAL DEFLECTION CRITERIA: -FOR STUDS BACKING-UP THIN SET MASONRY VENEER = SPAN / 360 -FOR STUDS BACKING-UP OTHER = SPAN / 240 -WIND LOAD IS PERMITTED TO BE TAKEN AS 0.6 TIMES THE COMPONENT AND CLADDING ULTIMATE LOADS AT COLD FORMED STEEL FRAMING SUPPORTING MASONRY VENEER FOR THE PURPOSE OF DETERMINING DEFLECTION LIMITS. -PER IBC TABLE 1604.3 FOOTNOTE F, EXCLUDING MASONRY VENEER SUPPORTS, WIND LOAD IS PERMITTED TO BE TAKEN AS 0.42 TIMES THE COMPONENT AND CLADDING ULTIMATE LOADS FOR THE PURPOSE OF DETERMINING DEFLECTION LIMITS. 4)CONSTRUCTION REQUIREMENTS 4A)CONSTRUCTION SHALL CONFORM TO THE MINIMUM REQUIREMENTS SHOWN ON THE CONTRACT DOCUMENTS, INCLUDING DETAILS THROUGHOUT THE STRUCTURAL DOCUMENTS AND MINIMUM REQUIREMENTS INDICATED IN DETAILS ON THIS SHEET -SEE DETAILS THIS SHEET INDICATING ADDITIONAL MINIMUM CFSF CRITERIA 4B)REQUIRED SITE VISITS -THE CONTRACTOR’S COLD FORMED STEEL FRAMING ENGINEER SHALL MAKE SITE VISITS AS APPROPRIATE (1 MINIMUM) TO OBSERVE THE INSTALLATION OF THE COLD FORMED METAL FRAMING 4C)MINIMUM STUD GAGES: MINIMUM STUD THICKNESS BASED ON THE ATTACHMENT OF CLADDING MATERIAL IS GIVEN IN THE FOLLOWING TABLE: -MATERIAL ATTACHED TO STUDS MIN. MIL THICKNESS MAX. STUD SPACING -MASONRY VENEER BACKUP 43 16" OC -ALL OTHERS 33 24" OC 4D)ADDITIONAL CRITERIA FOR CFSF: -PROVIDE DOUBLE JAMB STUDS MINIMUM AT ALL OPENINGS -PROVIDE HORIZONTAL STUD BRIDGING AS REQUIRED TO BRACE FRAMING, MINIMUM OF (1) ROW AT MID-HEIGHT -PROVIDE (1) STUD EACH SIDE OF MASONRY CONTROL JOINTS -COLD FORMED STEEL TRACK THICKNESS SHALL BE EQUAL TO OR GREATER THAN THE CONNECTED WALL STUD THICKNESS -ALL CONNECTIONS SHALL USE PREFABRICATED FRAMING CONNECTORS (CLIPS). DO NOT SITE / FIELD FABRICATE CONNECTORS FROM TRACKS OR STUDS UNLESS SPECIFICALLY SHOWN ON THE CONTRACT DOCUMENTS -DO NOT USE PAF’s TO RESIST TENSION LOADS IN CONCRETE -DO NOT USE PAF's IN MASONRY -DO NOT NOTCH, DRILL OR OTHERWISE MODIFY FRAMING WITHOUT PRIOR WRITTEN APPROVAL OF THE DESIGN ENGINEER AND EOR DESIGN CRITERIA FOR PERFORMANCE SPECIFIED COLD FORMED STEEL FRAMING (CFSF)- BYPASS/SLIP CLIP, WELD OR PAF TO PRIMARY STRUCTURE, DESIGN BY CONTR, SEE 19/Z5.40 FOR MIN PAF REQUIREMENTS NOTE 1 12" MAX FACE OF PRIMARY STRUCTURE AT FRAMING - BYPASS CONN DESIGN BY CONTR, WELD OR PAF TO PRIMARY STRUCTURE, SEE 19/Z5.40 FOR MIN PAF REQUIREMENTS FACE OF PRIMARY STRUCTURE AT CURTAIN WALL NOTES: 1. LOCATE BRIDGING 12" MAXIMUM ABOVE OR BELOW CONNECTION TO PRIMARY STRUCTURE 12/S540 12/S540 - RIGID CONNECTION, WELD, SCREW OR PAF TO PRIMARY STRUCTURE, DESIGN BY CONTRACTOR, SEE FOR MINIMUM PAF REQUIREMENTS NOTE 2 12" MAX FACE OF PRIMARY STRUCTURE AT FRAMING - VERTICAL SUPPORT CONN DESIGN BY CONTRACTOR, WELD, SCREW OR PAF TO PRIMARY STRUCTURE, SEE FOR MIN PAF REQUIREMENTS FACE OF PRIMARY STRUCTURE AT CURTAIN WALL / STOREFRONT WP, SEE NOTE 1 NOTES: 1. DESIGN CONNECTION TO DELIVER VERTICAL SHEAR AND HORIZONTAL AXIAL FORCE AT WORKPOINT, DO NOT IMPOSE MOMENT ON PRIMARY STRUCTURE 2. LOCATE BRIDGING 12" MAXIMUM ABOVE OR BELOW CONNECTION TO PRIMARY STRUCTURE WP, SEE NOTE 1 12/S540 12/S540 - BASE CONNECTION DESIGN BY CONTR, SEE FOR MIN PAF REQUIREMENTS T/PRIMARY STRUCTURE AT FRAMING - AT CURTAIN WALL / STOREFRONT 1/4" MAX GAP AT N O N - B E A R I N G 1/8" MAX GA P A T B E A R I N G W A L L S BASE CONNECTION DESIGN BY CONTRACTOR T/PRIMARY STRUCTURE PAF SIZE AND SPACING DESIGN BY CONTRACTOR S540 12 FOR MINIMUM REQUIREMENTS 12/S540 12" MIN 1/8" MAX GAP AT BEARING WALLS 1/4" MAX GAP AT NON-BEARING CONNECT EACH FLANGE OF EACH STUD TO TRACK, WELD OR SCREW AT CONTRACTOR'S OPTION FASCIA FRAMING FACE OF PRIMARY STRUCTURE, TYPICAL CONNECT FRAMING AT CORNER SUPPORT SOFFIT FRAMING FROM EACH PRIMARY STRUCTURAL MEMBER AT 4'-0" OC MAXIMUM ALONG MEMBER LENGTH 4'-0" MAXIMUM COORDINATE DESIGN OF SOFFIT FRAMING WITH CLADDING CONNECTION SPACING / FREQUENCY S540 6 STOREFRONT AT STOREFRONT WALL FRAMING DESIGN SHALL CONSIDER TRIBUTARY GRAVITY AND WIND LOAD FROM STOREFRONT -- LOUVER AT LOUVER WALL FRAMING DESIGN SHALL CONSIDER TRIBUTARY GRAVITY AND WIND LOAD FROM LOUVER CONSIDER ANY ECCENTRICITY OF LOAD AT CONNECTIONS CONSIDER ANY ECCENTRICITY OF LOAD AT CONNECTIONS e e SLIP CONNECTION FROM FRAMING TO GIRT BY CONTRACTOR AT FRAMING BYPASSING GIRT -- CONNECTION FROM FRAMING TO GIRT BY CONTRACTOR AT FRAMING INTERRUPTED BY GIRT SLIP CONNECTION NOTES: 1. LOCATE BRIDGING 12" MAXIMUM ABOVE OR BELOW CONNECTION TO PRIMARY STRUCTURE NOTE 1 12" MAX NOTE 1 12" MAX X" SLIP TRACK SEGMENT x 1'-0, MATCH STUD SIZE AND GAGE, CENTER TRACK ON PUNCHOUT (4) #10 TEK SCREW TYP EQ NOTES: 1. REINFORCING REQUIRED WHEN PUNCHOUT LOCATION SPECIFIED IN OTHER DETAILS CANNOT BE ACHIEVED 2. PUNCHOUT REINFORCING INDICATED IS A MINIMUM, FINAL REINFORCING SHALL BE DESIGNED BY CONTRACTOR EQ KNURLED SHANK IN STEEL IN CONCRETE 1/3 SLAB THK P MAX =PAF, TYP COLD FORMED STEEL EDGE OF COLD-FORMED STEEL TEK SCREWS TEK SCREW SIZE #10 #12 d 5/8" 3/4" #6, #8 1/2" MINIMUM TEK SCREW REQUIREMENTS MINIMUM POWDER ACTUATED FASTENER (PAF) REQUIREMENTS P PAF HEAD SHALL SEAT FIRMLY AGAINST COLD FORMED FRAMING 2 3/4" MIN EDGE DISTANCE 2 3/4" MIN SPACING 1/2" MIN 1/2" MIN EDGE DISTANCE 1 1/2" MIN SPACING 1/2" MIN EDGE OF COLD- FORMED STEEL d, MIN EDGE DISTANCE d, MIN SPACING d, MIN EDGE DISTANCE NOTES: 1. DO NOT USE PAF's TO RESIST TENSION LOADS IN CONCRETE 2. DO NOT USE PAF's IN MASONRY S540 8 8" CFSF 2" NOTCH S540 8 8" CFSF AT NORTH & WEST GYM WALLS 6" CFSF ELSEWHERE SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PRINCIPAL: EOR: DESIGNER: PROJECT MANAGER: MM JOB #: DATE PRINTED: FILE PATH: 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET As indicated 10/31/2016 11:18:20 AM C:\Proj\16.0117.S.01 - ESTES_COMMUNITY_CENTER - RS16_esabia.rvt ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 PERFORMANCE SPECIFIED FRAMING S540 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED SABIA, KATIE HOYT ED SABIA RALPH REMPEL 16.0117.S.01 DWIGHT GILBERT 3/4" = 1'-0"4 NOTES / REQUIRED DESIGN CRITERIA FOR CFSF 3/4" = 1'-0"5 SLIP CONN MIN REQUIREMENTS 3/4" = 1'-0"6 FIXED CONN MINIMUM REQUIREMENTS 3/4" = 1'-0"8 BASE CONN MIN REQUIREMENTS 3/4" = 1'-0"9 SOFFIT FRAMING MIN REQTS 3/4" = 1'-0"7 STOREFRONT / LOUVER TO FRAMING 3/4" = 1'-0"10 FRAMING TO STEEL GIRT 3/4" = 1'-0"11 MINIMUM PUNCHOUT REINFORCING 1 1/2" = 1'-0"12 FASTENER MINIMUM REQUIREMENTS 3/4" = 1'-0"14 GYM WALL TRANSITION AT GRID 3 3/4" = 1'-0"13 TYP CFSF WALL 01 - LOWER LEVEL -15'-0" 02 - UPPER LEVEL 0" K L L 6 x 6 x 3 /4 S551 8 S551 4 01 - LOWER LEVEL -15'-0" 02 - UPPER LEVEL 0" 4 5 W 8 x 5 8 W 8 x 5 8 S551 11 OH, TYP S551 15 2 S380 S551 11 SIM 2'-1" 1'-8" 01 - LOWER LEVEL -15'-0" 02 - UPPER LEVEL 0" 03 - ROOF 24'-0" 6 7 W 8 x 6 7 W 8 x 5 8 S551 11 S551 20 OH, SIM, TYP 6 S380 S551 11 SIM 01 - LOWER LEVEL -15'-0" 02 - UPPER LEVEL 0" HK W T 4 x 1 5.5 W T 4x1 5.5 CONC WALL S550 15 S551 9 S551 10 TYP TYP 01 - LOWER LEVEL -15'-0" 02 - UPPER LEVEL 0" A5A3.6 L4x4x5/16 S551 1 S551 1 S551 6 S551 6 OH OH S550 16 3'-4" 1'-0" 01 - LOWER LEVEL -15'-0" 02 - UPPER LEVEL 0" AB AC W8x58 S551 3 OH S551 7 OH, SIM 01 - LOWER LEVEL -15'-0" 02 - UPPER LEVEL 0" ABAC W 8 x 5 8 S551 3 S551 7 01 - LOWER LEVEL -15'-0" A1 A1.5 L 4x4x 5/16 S551 1 S551 13 S551 1 S551 13 SIM OH, SIM OH L 4 x 4x 5/1 6 S550 16 01 - LOWER LEVEL -15'-0" 02 - UPPER LEVEL 0" E F W 8x58 W 8 x 5 8 S551 12 S551 11 S551 20 2 S380 1/2" T Y P PL 1/2 W/ (4) BOLTS @ 5" GAGE, OVS HOLES IN PLATE PL 3/8x3x3 W/ (1) BOLT, OVS HOLE IN PLATE 3/16 2 TO ONE ANGLE ONLY SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PRINCIPAL: EOR: DESIGNER: PROJECT MANAGER: MM JOB #: DATE PRINTED: FILE PATH: 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET As indicated 10/31/2016 11:18:24 AM C:\Proj\16.0117.S.01 - ESTES_COMMUNITY_CENTER - RS16_esabia.rvt ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 BRACED FRAME ELEVATIONS S550 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED SABIA, KATIE HOYT ED SABIA RALPH REMPEL 16.0117.S.01 DWIGHT GILBERT 1/8" = 1'-0"4 BRACED FRAME AT GRID 6, K.3-L 1/8" = 1'-0"6 BRACED FRAME AT GRID A.1, 3-4 1/8" = 1'-0"2 BRACED FRAME AT GRID B, 5-6 1/8" = 1'-0"8 BRACED FRAME AT GRID 2, K-H 1/8" = 1'-0"11 BRACED FRAME AT GRID AD, A3.5-A5 1/8" = 1'-0"10 BRACED FRAME AT GRID A5, AB-AC 1/8" = 1'-0"9 BRACED FRAME AT A1, AC-AB 1/8" = 1'-0"12 BRACED FRAME AT GRID AB, A1-A1.5 1/8" = 1'-0"14 BRACED FRAME AT GRID 8, E-F 1" = 1'-0"15 X-BRACE MIDSPAN CONN 1 1/2" = 1'-0"16 X-BRACE MIDSPAN CONN 2 A A A A A A A A A A 1/2" 1/2" MAX WP 2" 3 1/2" TYP 2" 1 1/2"1 1/2" (5) 1"Ø A325-SC SC BOLTS, OVS HOLES IN GUSSET, (3) BOLTS AT 'SIM' PL 3/8"5/16 5/16 PL 3/8 W/ (6) BOLTS IN STD HOLES 1 1 / 2 " T Y P 3" T Y P 1 1 / 2 " - STRIP FLANGE, ONE SIDE 1" T Y P 2" 4" 2" TYPPL WASHERS 1/2x3x3 W/ STD HOLES 8" 8" 1 1 / 2 " 2" 3 1 /2" TY P 1/ 2 " M A X WP(6) 1"Ø ANCHOR BOLTS, SEE FOR ADDITIONAL INFO 5/16 3 2 SIDES, TYP 4/S380 5/16 5/16 1" (4) #6 TOP AND BOTTOM, HOOK EACH END TOP, EXTEND BOTTOM TO FAR SIDE OF FOOTING (3) #4x TIES 1' - 6 " #4x @ 14" TIES (5) 1"Ø A325-SC BOLTS, OVS HOLES IN GUSSET PL 3/4 - PL 3/8" 5/16 1 1 / 2 " N S G R O U T 1'-4" WP (2) L4x4x1/4 ES W/ (4) 3/4"Ø A325-SC BOLTS IN OVS HOLES TO FLANGE AND (2) 3/4"Ø A325-SC BOLTS IN OVS HOLES TO GUSSET, TOP AND BOT OF BRACE 5/16 5/16 1/2" 1 " T Y P AB PL 3/4" S510 20 WITH MAXIMUM NUMBER OF BOLTS PL WASHERS 1/2x3x3 W/ STD HOLES WP (8) 1"Ø ANCHOR BOLTS, SEE FOR ADDITIONAL INFO, (2) BOLTS AT 'SIM' 5/16 3 2 SIDES, TYP 4/S380 5/16 5/16 1" (2) L4x4x1/4 ES W/ (4) 3/4"Ø A325-SC BOLTS IN OVS HOLES TO FLANGE AND (2) 3/4"Ø A325-SC BOLTS IN OVS HOLES TO GUSSET, TOP AND BOT OF BRACE 1/ 2 " 1 1 /2 " 3 "1 1 /2 " 1 /2 " 1 1 /2 " 3 " 1 1 /2 " 1 " T Y P 2" TYP STEP STEM WALL AROUND PILASTER, INFILL WITH CONCRETE PRIOR TO STUD INSTALLATION 1' - 6 " 6" 6" 1' - 0 " 1' - 0 " PL 3/4 #4x VERT @ EACH CORNER AND @ 18" OC MAX AROUND PERIMITER OF PILASTER (3)#4x AROUND ANCHORS BOLTS AND @ 12" OC MAX TO BOT OF FOOTING AC PL 3/4" 5/16 8" 1 1 / 2 " N S G R O U T 1'-4" - 1/2" 1 1/2" 3" 1 1/2" 1" T Y P PL 1/2 W/ (8) 3/4"Ø A325-SC BOLTS @ 5" GAGE, OVS HOLE IN PL 1/ 2 " M A X 5/16 5/16 WP CAP PL PER 6/S520 STRIP FLANGE , FAR SIDE (21) BOLTS 1 1/2" 3"3" TY P 3" 1 1 / 2 " - PL 1/2 W/ (8) 3/4"Ø A325- SC BOLTS @ 5" GAGE, OVS HOLE IN PL WP 1/2" 1 1 / 2 " N S G R O U T 1 " 3 " T Y P 1 1/2 " 8" 5/16 5/16 5/16 3/16 2 3/16 2 TYP TYP 8" T/PILASTER = B/ MTL DECK 1 1/2" PL 1 1/2x1'-4" W/ (8) 3/4"Ø ANCHOR BOLTS IN OVS HOLES W/ 18" MIN EMBEDMENT PL WASHERS 1/2x3x3 W/ STD HOLES (5) #4 TIES @ 3" TOP 1" 2" MIN 1/ 2 " M A X WP 3 1 / 2 " 1 1 /2 " 3 "3 "3 " 1 1 /2 " T Y P 1 " 5/16 5/16 3" MIN S510 10 L PL 1/2 W/ (4) 3/4"Ø A325-SC BOLTS IN OVS HOLES 1/ 2 " M A X WP 3 1 / 2 " 1 1 /2 "3 "3 "3 "1 1 /2 " 1 " T Y P 5/16 5/16 S505 14 PL 1/2 W/ (4) 3/4"Ø A325-SC BOLTS IN OVS HOLES 3" MIN 1 1 / 2 " (2) L4x4x1/4 ES W/ (8) 3/4"Ø A325-SC BOLTS IN OVS HOLES TO FLANGE AND (4) 3/4"Ø A325-SC BOLTS IN OVS HOLES TO GUSSET, TOP AND BOT OF BRACE 1" TY P 1/ 2 " M A X 1/2" MAX 1 1/2" 3"1 1/2" 3" T Y P 1 1 / 2 " 5/16 5/16 6" 3" T Y P 1 1/2" 1/2" M A X 5/16 30 MIN 5/16 30 MIN WP PL 3/8 W/ (12) A325-SC BOLTS, OVS HOLES IN PL - PL 1/2 W/ (18) BOLTS MIN PL 1/2 STRIP FLANGE, FAR SIDE WP - PL 1/2 W/ (22) BOLTS MIN 11/S551 NOTE: 1) SEE FOR ADDITIONAL CONNECTION INFORMATION NOT SHOWN 3" T Y P 6" 1 1/2" 3" 1 1/2" 1/2" MAX STRIP FLANGES, FAR SIDE 7" PL WASHERS 1/2x3x3 W/ STD HOLES WP(10) 1"Ø ANCHOR BOLTS, SEE FOR ADDITIONAL INFO 5/16 3 2 SIDES, TYP 4/S380 5/16 5/16 (5) #8 TOP AND BOTTOM, HOOK TOP EACH END, EXTEND BOTTOM TO FAR SIDE OF FOOTING (4) #4x TIES (7) #4x @ 3" TIES EACH END OF BEAM, @ 12" REMAINDER PL 1 - PL 1/2 3" TY P 8" 1'-2" 3" M I N (2) L4x4x1/4 ES W/ (8) 3/4"Ø A325-SC BOLTS IN OVS HOLES TO FLANGE AND (4) 3/4"Ø A325-SC BOLTS IN OVS HOLES TO GUSSET, BEAM AND GUSSET HOLES ARE STD,TOP AND BOT OF BRACE PL 3/8 W/ (12) A325-SC BOLTS, OVS HOLES IN PL 2' - 0 " 5/16 4' - 6 " 1 1 / 2 " N S G R O U T 5 6" 7" WP HOOK TYPICAL STEM WALL REINF AT THIS END (4) #4x TIES - LEAVEOUT POCKET FOR BASEPLATE, INFILL W/ CONCRETE PRIOR TO PLACING STUDS 20/S551 NOTE: 1) SEE FOR ADDITIONAL CONNECTION INFORMATION NOT SHOWN 1' - 9 " #4 @ 12" MAX EA FACE OF PILASTER 4" WP (4) #4x TIES (3) #4 VERTS, EACH FACE - 2" 3 1 /2" 3 1 /2" 2" 2" TYPPL WASHERS 1/2x3x3 W/ STD HOLES 10 " 1 1 / 2 " (2) 1"Ø ANCHOR BOLTS, SEE FOR ADDITIONAL INFO 5/16 3 2 SIDES, TYP 4/S380 5/16 5/16 1" (3) 1"Ø A325-SC BOLTS, OVS HOLES IN GUSSET PL 3/4 PL 3/8" 5/16 1 1 / 2 " N S G R O U T 1/ 2 " M A X 1'-2" SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: PR I N C I P A L : EO R : DE S I G N E R : PR O J E C T M A N A G E R : MM J O B # : DA T E P R I N T E D : FI L E P A T H : 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 3/4" = 1'-0" 12 / 2 1 / 2 0 1 6 3 : 1 3 : 1 9 P M C: \ P r o j \ 1 6 . 0 1 1 7 . S . 0 1 - E S T E S _ C O M M U N I T Y _ C E N T E R - R S 1 6_ e s a b i a . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA Author 10-17-2016 16.0117.S.01 BRACED FRAME DETAILS S551 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED S A B I A , K A T I E H O Y T ED S A B I A RA L P H R E M P E L 16 . 0 1 1 7 . S . 0 1 DW I G H T G I L B E R T 3/4" = 1'-0"1 GRID AD BRACE TOP CONN 3/4" = 1'-0"6 GRID AD BRACE BOTTOM 3/4" = 1'-0"3 GRID A1 BRACE TOP CONN 3/4" = 1'-0"7 GRID A1 BRACE BOTTOM 3/4" = 1'-0"9 WT X BRACE TOP CONN 3/4" = 1'-0"10 WT X BRACE BOT CONN 3/4" = 1'-0"4 GRID 7 BRACE TOP 3/4" = 1'-0"8 GRID 7 BRACE BOT 3/4" = 1'-0"11 TYP WF BRACE CONN 3/4" = 1'-0"12 WF BRACE MID CONN 3/4" = 1'-0"20 GRID 8 BRACE BOTTOM 3/4" = 1'-0"15 GRID A.1 BRACE BOTTOM 3/4" = 1'-0"13 GRID AB BRACE BOTTOM 12-21-16 BULLETIN NO. 5 N M L GLULAM 6.75x15 GLULAM 6.75x7.5, TYP UNO GLULAM 6.75x15 NOTES: 1.TRUSS MEMBER SIZES SHOWN ARE MINIMUM DIMENSIONS. 2.IF TRUSS DESIGNER WISHES TO MODIFY WEB LAYOUT, SUBMIT TO ARCH AND ENGINEER FOR APPROVAL PRIOR TO SUBMITTING SHOP DRAWINGS. 3.ALL CONNECTIONS TO BE METAL GUSSET PLATES ON EACH SIDE OF TRUSS WITH THRU BOLTS. 4.TRUSSES TO BE FULLY BUILT IN SHOP UNLESS OTHERWISE APPROVED. TRUSS LOADING, TYP UNO: DEAD LOAD = 1.7 KIPS SNOW LOAD = 4.9 KIPS WIND LOAD = ±8.0 KIPS DEAD LOAD = 0.9 KIPS SNOW LOAD = 2.5 KIPS WIND LOAD = ±4.0 KIPS DEAD LOAD = 0.9 KIPS SNOW LOAD = 2.5 KIPS WIND LOAD = ±4.0 KIPS 6 " E Q E Q E Q E QEQ E Q 6 " S560 13 TYP S560 20 S560 16S560 15 M L GLULAM 6.75x15 GLULAM 6.75x7.5, TYP UNO TRUSS LOADING, TYP UNO: DEAD LOAD = 1.4 KIPS SNOW LOAD = 4.1KIPS WIND LOAD = ±6.8 KIPS DEAD LOAD = 0.9 KIPS SNOW LOAD = 2.5 KIPS WIND LOAD = ±4.0 KIPS NOTES: 1.TRUSS MEMBER SIZES SHOWN ARE MINIMUM DIMENSIONS. 2.IF TRUSS DESIGNER WISHES TO MODIFY WEB LAYOUT, SUBMIT TO ARCH AND ENGINEER FOR APPROVAL PRIOR TO SUBMITTING SHOP DRAWINGS. 3.ALL CONNECTIONS TO BE METAL GUSSET PLATES ON EACH SIDE OF TRUSS WITH THRU BOLTS. 4.TRUSSES TO BE FULLY BUILT IN SHOP UNLESS OTHERWISE APPROVED. S560 13 TYP S560 16 S560 17 3/16 3/16 TYP L3x3x1/4x0'-6 W/ (1) 1/2"Øx4" EMBED LAG SCREW CENTERED EA FACE 4" 8" 4" 1/2" 1 3/4"1 3/4" 3" BENT PL 5/16x4x8 W/ 1/2"Ø BOLT CHAMFER EDGES OF GLULAM AT BEARING 3/16 3/16 TYP PL1/2x10x1’-4” W/ (4) 1/2”Øx5” HAS @ 6” GA 1/2" 3" 2" 4" (2) 1/2"Ø LAG SCREWS COUNTERSUNK IN GLULAM VERTICALLY CONNECTION OF WOOD TRUSS TO EMBED PL BY TRUSS ENGINEER PL 1/2x8x12 W/ (4) 3/4"Øx6" HAS 2" TYP 3" N 4" 3/16 TYP (3/16) (3/16) PL 3/8x9x1'-3 BENT PL 5/16x W/ (2) 1/2"Ø BOLTS 3 " FILL SOLID WITH WOOD BLOCKING 4" BENT PL 5/16x W/ (2) 1/2"Ø BOLTS 3/16 3" 4" 1/2" SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PRINCIPAL: EOR: DESIGNER: PROJECT MANAGER: MM JOB #: DATE PRINTED: FILE PATH: 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET As indicated 10/31/2016 11:18:26 AM C:\Proj\16.0117.S.01 - ESTES_COMMUNITY_CENTER - RS16_esabia.rvt ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 WOOD DETAILS S560 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED SABIA, KATIE HOYT ED SABIA RALPH REMPEL 16.0117.S.01 DWIGHT GILBERT 3/8" = 1'-0"10 FRONT TRUSS 3/8" = 1'-0"12 INTERIOR TRUSS 3/4" = 1'-0"13 TYP HSS TO WOOD TRUSS 3/4" = 1'-0"14 GLULAM BEAM TO MASONRY 3/4" = 1'-0"20 GLULAM BEAM TO COL CONNECTION 3/4" = 1'-0"16 TYP TRUSS TO MAS WALL CONN 3/4" = 1'-0"15 TRUSS CONN TO COL 1 1/2" = 1'-0"17 TRUSS CONN TO WF BEAM EG BUILD TOP OF WALL TIGHT TO UNDERSIDE OF TREATED 2x8 NAILED TO UNDERSIDE OF (E) GLULAM, GROUT ANY GAPS BETWEEN PLATE AND WALL SOLID L3x3x1/4 W/ 3/4"Øx6" LAG SCREW @ 8"OC 1 S561 4" (4) 10d NAILS 4" CONT 2x4 SILL, ATTACH TO ANGLE W/ HILTI X-U 27 PAFS @ 18" OC L6x4x5/16xCONT W/ 3/4”Øx5” EMBED EXP BOLT @ 12” OC MAX INTO GROUTED CELL, GROUT UNGROUTED CELLS WITHIN 8" OF BOLTS 10d NAILS FROM LVL TO (E) TRUSS TOP CHORD @ 24” OC (E) TRUSS BEYOND ATTACH ADDITIONAL 2x4S TO SILL WITH (2) 8d NAILS, MIN TOE NAIL LVL TO SILLS NOTE: 1.REMOVE AND REPLACE EXISTING BLOCKING AS NECESSARY TO INSTALL NEW FRAMING. 3" MAX PROVIDE NEW 2x6 UNDER (E) JOISTS, W/ (4) 10d NAILS TO EXISTING WALL STUD (21) 10d NAILS 1 S561 6"6" (2) 10d NAILS @ 16” OC. PROVIDE (21) NAILS AT NORTH END SIM TO 2/S561 NOTE: 1.REMOVE AND REPLACE EXISTING BLOCKING AS NECESSARY TO INSTALL NEW FRAMING. PL 1/2x1'-3"x14'-0", CENTERED ON (E) GLULAM. FASTEN W/ (3) 3/4"Øx4" LAG SCREWS PER FOOT THROUGH PRE-DRILLED HOLE IN PLATE. IF PLATE REQUIRES SPLICE, PROVIDE 3/8" PJP WELD FULL HEIGHT OF PLATE, COORDINATE LOCATIONS OF HOLES AND SPLICES W/ (E) TRUSSES AND NEW LVLS L4x4x1/4x0'-4"W/ 2x4 SILL ATTACHED W/ (2) HILTI XU-26 PAFs 3/16 3/16 TOE NAIL LVL TO SILL PL PER 5/S561 4 1/2" SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. PRINCIPAL: EOR: DESIGNER: PROJECT MANAGER: MM JOB #: DATE PRINTED: FILE PATH: 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 10-31-16 PERMIT SET As indicated 10/31/2016 11:18:27 AM C:\Proj\16.0117.S.01 - ESTES_COMMUNITY_CENTER - RS16_esabia.rvt ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-17-2016 16.0117.S.01 WOOD DETAILS S561 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED SABIA, KATIE HOYT ED SABIA RALPH REMPEL 16.0117.S.01 DWIGHT GILBERT 3/4" = 1'-0"3 MASONRY WALL TOP AT (E) GLULAM 1 1/2" = 1'-0"7 NEW LVL TO (E) MAS WALL 1" = 1'-0"2 NEW LVL TO (E) STUD WALL 1 1/2" = 1'-0"1 NEW LVL TO (E) JOIST 1 1/2" = 1'-0"5 EXISTING GLULAM REINFORCING 1 1/2" = 1'-0"6 NEW LVL TO GLULAM GENERAL LEGEND HVAC LEGEND HVAC LEGEND PLUMBING LEGEND XXX X P/T SECTION/DETAIL IS DRAWN XXX = SHEET NUMBER WHERE X = SECTION/DETAIL NUMBER PRESSURE GAUGE WITH COCK THERMOMETER PRESSURE RELIEF VALVE TEE OFF TOP OF PIPE TEE OFF BOTTOM OF PIPE PRESSURE/TEMPERATURE TEST PLUG PIPE ELBOW UP PIPE ELBOW DOWN AIRFLOW - RETURN/EXHAUST TA RA EA OA SA RETURN AIR EXHAUST AIR TRANSFER AIR AIRFLOW - SUPPLY OUTSIDE AIR SUPPLY AIR MVD RETURN OR EXHAUST REGISTER OR GRILLE STANDARD RADIUS ELBOW NEW RECTANGULAR DUCTWORK - WIDTH x DEPTH EXISTING RECTANGULAR DUCTWORK TO REMAIN EXISTING RECTANGULAR DUCTWORK TO BE REMOVED FLEXIBLE DUCTWORK SLOT DIFFUSER BACKDRAFT DAMPER 10x8 45° TAKEOFF DUCT ELBOW WITH TURNING VANES RETURN/EXHAUST DUCT UP/RETURN/EXHAUST DUCT DOWN SUPPLY DUCT UP/SUPPLY DUCT DOWN MANUAL VOLUME DAMPER CONICAL SPIN-IN FITTING WITH MANUAL VOLUME DAMPER CONICAL SPIN-IN FITTING WITHOUT MANUAL VOLUME DAMPER OFFSET DUCT UP / DOWN IN DIRECTION OF ARROW SQUARE TO ROUND TRANSITION DN UP DI DIGITAL INPUT BV CV AUTOMATIC AIR VENT MANUAL AIR VENT BUTTERFLY VALVE GLOBE VALVE BALL VALVE BALANCING VALVE FLEXIBLE PIPE CONNECTION CONCENTRIC PIPE REDUCER ECCENTRIC PIPE REDUCER STRAINER WITH BLOWDOWN VALVE CHECK VALVE PIPE UNION STRAINER AD/AP (E) N.O. N.C. POINT OF CONNECTION - NEW TO EXISTING DIRECTION OF FLOW IN PIPE PITCH PIPE DOWN IN DIRECTION OF ARROW FLOW METER FITTING ACCESS DOOR/ACCESS PANEL EXISTING (DEMOLITION OR REMOVED) CONTROL WIRING EXISTING NORMALLY OPEN NORMALLY CLOSED F.P.C. A.F.F. N.I.C. K.E.C. T.C.C. M.C. E.C. ABBV. G.C. SYMBOL ELECTRICAL CONTRACTOR ABOVE FINISHED FLOOR MECHANICAL CONTRACTOR TEMPERATURE CONTROL CONTRACTOR FIRE PROTECTION CONTRACTOR KITCHEN EQUIPMENT CONTRACTOR NOT IN CONTRACT GENERAL CONTRACTOR FSD FD TCV MCD COMBINATION MOTORIZED FIRE/SMOKE DAMPER TEMPERATURE SENSOR ANALOG FLOW MEASURING DEVICE VARIABLE FREQUENCY DRIVEVFD AO AI DO MS FMD ANALOG OUTPUT ANALOG INPUT DIGITAL OUTPUT MOTOR STARTER P THERMOSTAT PRESSURE SENSOR FIRE DAMPER COMPOUND PRESSURE GAUGE MOTORIZED CONTROL DAMPER (2 OR 3-WAY) TEMPERATURE CONTROL VALVE P DESCRIPTION HWR HWS ABBV. HEATING WATER SUPPLY HEATING WATER RETURNHWR SYMBOL HWS DESCRIPTION B DSCU P FCU RF BBR UH CUH BOILER PUMP DUCTLESS SPLIT CONDENSING UNIT FAN COIL UNIT CABINET UNIT HEATER UNIT HEATER RETURN FAN BASEBOARD RADIATION SYMBOLABBV. EF SF EXHAUST FAN SUPPLY FAN DESCRIPTION AS ET LVR PDU AIR SEPARATOR EXPANSION TANK LOUVER POOL DEHUMIDIFICATION UNIT ROOFTOP UNITRTU MA MAKE-UP AIR SR ER EXHAUST REGISTER SUPPLY REGISTER SOUND ATTENUATOR SMOKE DETECTOR HUMIDITY SENSOR GAUGE PIPE CAP TG TRANSFER GRILLE DIFFERENTIAL PRESSURE TRANSMITTER STATIC PRESSURE TRANSMITTERSPT DPT ROUND DUCT UP / DOWN DSIU DUCTLESS SPLIT INDOOR UNIT CEILING DIFFUSER (FOUR WAY THROW PATTERN) CEILING DIFFUSER WITH FLOW PATTERN INDICATION (TWO WAY)EQUALS CEILING DIFFUSER WITH FLOW PATTERN INDICATION (TWO WAY)EQUALS CEILING DIFFUSER WITH FLOW PATTERN INDICATION (ONE WAY)EQUALS CEILING DIFFUSER WITH FLOW PATTERN INDICATION (THREE WAY)EQUALS A.F.G.ABOVE FINISHED GRADE B.F.F.BELOW FINISHED FLOOR B.F.G.BELOW FINISHED GRADE MAU MAKE-UP AIR UNIT CD CD CD CD CD SD RG/EG RETURN GRILLE WITH SOUND BOOT VAV TERMINAL UNITVAV 3-WAY MANUAL VALVE RL RS REFRIGERANT SUCTION REFRIGERANT LIQUIDRL RS CARBON DIOXIDE SENSORCO2 SLOT DIFFUSERSD SG SUPPLY GRILLE RG RETURN GRILLE EG EXHAUST GRILLE OS OCCUPANCY SENSOR S M H T T B WALL SWITCH$ WALL SWITCH WITH PILOT LIGHT$PL (E)10x8 10x8 TMV GDU DF SH EWC THERMOSTATIC MIXING VALVE GARBAGE DISPOSAL UNIT ELECTRIC WATER COOLER SHOWER DRINKING FOUNTAIN MSB S L U WC FD RD/OD FS VTR WCO GCO FCO LS D LS D LAVATORY URINAL MOP SERVICE BASIN SINK WATER CLOSET ROOF DRAIN/OVERFLOW DRAIN FLOOR DRAIN FLOOR SINK VENT THRU ROOF WALL CLEANOUT GRADE CLEANOUT FLOOR CLEANOUT LAWN SPRINKLER DRAIN PIPING W RDL SD V W HWC HW CW ABBV. SYMBOL ROOF DRAIN ABOVE FLOOR OR GRADE STORM DRAIN BELOW FLOOR OR GRADE SANITARY WASTE ABOVE FLOOR SANITARY WASTE BELOW FLOOR DOMESTIC HOT WATER CIRCULATING DOMESTIC HOT WATER SANITARY VENT DOMESTIC COLD WATER DESCRIPTION PP PLUMBING CIRC. PUMP SP SUMP PUMP SE SEWAGE EJECTOR PET PLUMBING EXPANSION TANK SHOCK ABSORBER (ELEVATION) PIPE GUIDE QUICK OPENING VALVE FLOW SWITCH HOSE BIBB/WALL HYDRANT PIPE ANCHOR SHOCK ABSORBER (PLAN) PRESSURE REDUCING VALVE HOSE END DRAIN VALVE PLUG VALVE GAS COCK SPLASH BLOCK SPLASH BLOCK WITH DOWNSPOUT NOZZLE OR EEW EMERGENCY EYE WASH ES EMERGENCY SHOWER TP/TS TRAP PRIMER/TRAP SEAL WHA WATER HAMMER ARRESTER SI SOLIDS INTERCEPTOR RPBP REDUCED PRESSURE BACKFLOW PREVENTER DCBP DOUBLE CHECK BACKFLOW PREVENTER GW GREASE WASTEGW DFS DRY FIRE SPRINKLER F FIRE LINE FS FIRE SPRINKLER FSP FIRE STANDPIPE DFS F FS ODL OVERFLOW DRAIN LEADER ABOVE FLOOR OR GRADE RDL ODL OR AD AREA DRAIN HB/WH OR G NATURAL GASG F SA CA COMBUSTION AIR NEW RECTANGULAR INSULATED DUCTWORK NEW ROUND DUCTWORK - DIAMETER10"ø PWR PWR POOL HEATING WATER SUPPLY POOL HEATING WATER RETURN PWSPWS KH KITCHEN HOOD The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 4. 1. 10-31-16 PERMIT SET 12-19-16 BULLETIN #004 12" = 1'-0" 12 / 1 9 / 2 0 1 6 7 : 0 4 : 4 5 P M C: \ U s e r s \ a b r u e c k \ D o c u m e n t s \ 1 6 0 2 3 - H V A C - R 1 6 - C e n t r a l _ a br u e c k @ t h e b a l l a r d g r o u p . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R PWF AB 9-1-2016 16003 MECHANICAL COVER SHEET - LEGEND, GENERAL NOTES & DRAWING INDEX MP000 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O SHEET INDEX SHEET NUMBER MECHANICAL, PLUMBING & FIRE PROTECTION SHEET TITLES SHEET SCALE M705 HVAC SCHEDULES - KITCHEN EQUIPMENT NONE MP000 MECHANICAL COVER SHEET - LEGEND, GENERAL NOTES & DRAWING INDEX NONE MD104 MAIN LEVEL HVAC DEMOLITION PLAN - SOUTH 1/8"=1'-0" MD105 ROOF HVAC DEMOLITION PLAN 1/8"=1'-0" MD204 MAIN LEVEL HVAC PIPING DEMOLITION PLAN - SOUTH 1/8"=1'-0" M102 LOWER LEVEL HVAC PLAN 1/16"=1'-0" M103 MAIN LEVEL HVAC PLAN - NORTH 1/8"=1'-0" M104 MAIN LEVEL HVAC PLAN - SOUTH 1/8"=1'-0" M105 ROOF HVAC PLAN 1/8"=1'-0" M202 LOWER LEVEL HVAC PIPING PLAN 1/8"=1'-0" M203 MAIN LEVEL HVAC PIPING PLAN - NORTH 1/8"=1'-0" M204 MAIN LEVEL HVAC PIPING PLAN - SOUTH 1/8"=1'-0" M301 HVAC SECTIONS 1/4"=1'-0" M302 HVAC SECTIONS 1/4"=1'-0" M401 ENLARGED MECHANICAL ROOM HVAC PLAN 1/4"=1'-0" M501 HVAC DETAILS NONE M502 HVAC DETAILS NONE M601 HVAC CONTROL DRAWINGS NONE M602 HVAC CONTROL DRAWINGS NONE M603 HVAC CONTROL DRAWINGS & HEATING WATER PIPING SCHEMATIC NONE M701 HVAC SCHEDULES NONE M702 HVAC SCHEDULES NONE M703 HVAC SCHEDULES & OUTSIDE AIR CALCULATIONS NONE M704 HVAC OUTSIDE AIR CALCULATIONS NONE FP101 LOWER LEVEL FIRE PROTECTION PLAN 1/16"=1'-0" FP102 MAIN LEVEL FIRE PROTECTION PLAN 1/16"=1'-0" PD101 PLUMBING DEMOLITION PLANS AS INDICATED P100 PLUMBING SITE PLAN 1"=30'-0" P102 LOWER LEVEL PLUMBING PLAN 1/8"=1'-0" P103 MAIN LEVEL PLUMBING PLAN - NORTH 1/8"=1'-0" P104 MAIN LEVEL PLUMBING PLAN - SOUTH 1/8"=1'-0" P105 ROOF PLUMBING PLAN 1/16"=1'-0" P401 ENLARGED PLUMBING PLANS 1/4"=1'-0" P402 ENLARGED PLUMBING PLANS 1/4"=1'-0" P501 PLUMBING DETAILS NONE P601 PLUMBING ISOMETRICS NONE P602 PLUMBING ISOMETRICS NONE P701 PLUMBING SCHEDULES NONE MECHANICAL DEMOLITION GENERAL NOTES 1. COORDINATE DEMOLITION REQUIREMENTS WITH GENERAL CONTRACTOR. 2. COORDINATE EXTENT OF DEMOLITION WITH NEW CONSTRUCTION AS SHOWN IN THESE DOCUMENTS. 3. EXISTING MECHANICAL WORK IS SHOWN LIGHT. 4. ALL MECHANICAL ITEMS INDICATED TO BE DEMOLISHED SHALL BE INSPECTED FOR SALVAGE BY OWNER. ALL NON-SALVAGEABLE ITEMS SHALL THEN BE IMMEDIATELY REMOVED FROM SITE BY MECHANICAL CONTRACTOR. 5. ALL UNUSED TEMPERATURE CONTROL WIRING, WIRE MOLD, PNEUMATIC TUBING, AND CONTROL COMPONENTS SHALL BE REMOVED. 6. ALL UNUSED HANGERS AND SUPPORTS SHALL BE REMOVED. 7. REMOVAL OR INSTALLATION OF CONTROLS, PIPES, DUCTS, AND EQUIPMENT MAY REQUIRE REMOVAL OF EXISTING WALLS AND CEILINGS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING AND PAINTING THESE WALLS AND/OR CEILINGS to MATCH EXISTING WHERE NOT REPLACED UNDER ARCHITECTURAL DOCUMENTS. GENERAL CONTRACTOR SHALL REVIEW MECHANICAL DRAWINGS TO IDENTIFY THESE LOCATIONS PRIOR TO BID PRICING. 8. GENERAL CONTRACTOR SHALL PATCH AND PAINT WALL TO MATCH EXISTING AT DEMOLISHED CONTROLS. 9. GENERAL CONTRACTOR SHALL PATCH AND SEAL UNUSED ROOF PENETRATIONS AT DEMOLISHED MECHANICAL TO MATCH EXISTING CONDITIONS. 10. GENERAL CONTRACTOR SHALL PATCH THE CEILING, ROOF AND WALLS TO MATCH EXISTING AT DEMOLISHED HANGERS AND SUPPORTS. 11. GENERAL CONTRACTOR SHALL MAKE REPAIRS TO ALL EXISTING BUILDING COMPONENTS THAT HAVE BEEN AFFECTED BY DEMOLITION OF MECHANICAL SYSTEMS. MECHANICAL GENERAL NOTES 1. MECHANICAL CONTRACTOR SHALL INSPECT SITE TO BECOME FAMILIAR WITH SCOPE OF WORK. THESE DOCUMENTS DO NOT REFLECT AS-BUILT CONDITIONS. ANY DISCREPANCIES BETW EEN THESE DOCUMENTS AND ACTUAL CONDITIONS SHALL BE REPORTED TO ARCHITECT/ENGINEER FOR RESOLUTION PRIOR TO BID PRICING. NO EXTRAS WILL BE ALLOWED DUE TO LACK OF KNOWLEDGE OF EXISTING CONDITIONS. 2. MECHANICAL CONTRACTOR SHALL COORDINATE LOCATION OF ALL ABOVE CEILING EQUIPMENT, DUCTWORK AND CEILING MOUNTED AIR DEVICES WITH EXISTING ARCHITECTURAL, STRUCTURAL, ELECTRICAL AND MECHANICAL CONDITIONS. APPROXIMATE LOCATIONS OF NEW WORK ARE SHOWN AND SHOULD BE FOLLOWED AS CLOSELY AS EXISTING CONDITIONS WILL ALLOW. 3. MECHANICAL WORK SHALL COMPLY WITH ALL APPLICABLE CODES. VERIFY ALL REQUIREMENTS PRIOR TO SUBMITTING BID OR COMMENCING WORK. 4. MECHANICAL SYSTEM SHOWN SHALL BE ROUTED AS HIGH AS POSSIBLE. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING REQUIREMENTS WITH ALL TRADES PRIOR TO CONSTRUCTION. 5. WHERE CEILING SPACE IS TO BE USED AS RETURN AIR PLENUM, COMPLY WITH ALL APPLICABLE CODES. ALL MATERIALS WITHIN CEILING PLENUM SHALL HAVE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE DEVELOPED INDEX OF NOT MORE THAN 50. 6. WHERE CEILING SPACE IS TO BE USED AS RETURN AIR PLENUM, GENERAL AND MECHANICAL CONTRACTORS SHALL VERIFY THAT RETURN AIR PATH BACK TO UNIT IS OPEN WITH VELOCITY THROUGH ALL OPENINGS OF 400 FPM OR LESS. 7. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF ALL CEILING AIR DEVICES AND ACCESS PANELS. OBTAIN CLARIFICATION FROM ARCHITECT, IF EXACT LOCATIONS ARE NOT SHOWN. 8. REFER TO ARCHITECTURAL DRAWINGS FOR ROOFING DETAILS SPECIFIC TO THIS PROJECT. 9. MECHANICAL CONTRACTOR SHALL COORDINATE THERMOSTAT, SENSOR, AND SWITCH LOCATIONS WITH ARCHITECT/ENGINEER PRIOR TO INSTALLATION. ALL THERMOSTATS, SENSORS, AND SWITCHES SHALL BE LOCATED 48" A.F.F. UNLESS INDICATED OTHERWISE. 10. COORDINATE THERMOSTAT, SENSOR, AND SWITCH LOCATIONS WITH EXISTING CONDITIONS AND ARCHITECT/ENGINEER PRIOR TO INSTALLATION. WHERE POSSIBLE MATCH LOCATION OF PREVIOUS CONTROLLERS. PROVIDE WIRE MOLD TO CONCEAL EXPOSED CONTROL WIRING. COLOR TO BE SELECTED BY ARCHITECT. 11. BALANCE AIR AND WATER SYSTEMS TO QUANTITIES SHOW N AND SUBMIT BALANCE REPORT(S) TO ARCHITECT/ENGINEER FOR REVIEW. 12. PORTIONS OF THIS BUILDING WILL BE OCCUPIED DURING THIS CONSTRUCTION PROJECT. MECHANICAL CONTRACTOR SHALL COORDINATE SCHEDULING OF THEIR WORK WITH GENERAL CONTRACTOR. CLEAN UP AT END OF EACH DAY. 13. ACCESS DOORS SHALL BE INSTALLED IN ORDER TO PROVIDE ACCESS TO MECHANICAL SYSTEMS LOCATED ABOVE INACCESSIBLE CEILINGS, WHETHER OR NOT SHOWN ON DRAW INGS. ACCESS DOORS SHALL BE FURNISHED BY MECHANICAL CONTRACTOR AND INSTALLED BY GENERAL CONTRACTOR. ACCESS DOOR LOCATIONS SHALL BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. PROVIDE 12"x12" ACCESS DOORS FOR HAND ACCESS AND 24"x24" ACCESS DOORS FOR HEAD AND SHOULDER ACCESS. MECHANICAL HVAC NOTES 1. DUCTWORK DIMENSIONS LISTED ON DRAWINGS ARE CLEAR, INSIDE DIMENSIONS. 2. FLEXIBLE DUCTWORK SHALL BE INSULATED AND SHALL BE SAME SIZE AS NECK OF AIR DEVICE. FLEXIBLE DUCTWORK SHALL NOT EXCEED 8'-0" IN LENGTH. PROVIDE WRAPPED RIGID ROUND DUCTWORK FOR TAKEOFFS IN EXCESS OF 8'-0". 3. UNLESS SHOWN OTHERWISE, INLET DUCTWORK VARIABLE AIR VOLUME TERMINALS SHALL BE FULL SIZE OF UNIT CONNECTION. 4. PROVIDE DUCT TRANSITIONS FROM EQUIPMENT CONNECTIONS TO DUCT SIZES, AS SHOWN. 5. PROVIDE FLEXIBLE CONNECTION FOR INTAKE AND DISCHARGE OF ANY MECHANICAL EQUIPMENT HAVING ROTATING PARTS. FLEXIBLE CONNECTION SHALL COMPLY WITH ALL APPLICABLE CODES. 6. ALL DUCTWORK SHALL BE MINIMUM 26 GAUGE SHEETMETAL, OR AS REQUIRED BY ALL APPLICABLE CODES. ALL DUCTWORK CROSSING RATED CORRIDORS SHALL BE MINIMUM 24 GAUGE SHEETMETAL. MEET OR EXCEED S.M.A.C.N.A. STANDARDS. 7. ALL DUCTWORK SHALL BE SEALED AIRTIGHT WITH DUCT SEALANT (S.M.A.C.N.A. SEAL CLASS "A") ALONG ALL SEAMS AND JOINTS. 8. ALL RECTANGULAR SUPPLY, RETURN AND TRANSFER AIR DUCTWORK SHALL BE SHEETMETAL LINED WITH 1" DUCT LINER UNLESS NOTED OTHERWISE OR SERVING AS PART OF THE POOL DEHUMIDIFICATION SYSTEM. 9. ALL EXHAUST AIR DUCTWORK SHALL BE UNLINED SHEETMETAL, UNLESS NOTED OTHERWISE. 10. ALL DUCTWORK SERVING CHEMICAL STORAGE ROOMS SHALL BE CONSTRUCTED OF SCHEDULE 40 CPVC PIPING. CPVC COATED STEEL DUCTWORK IS NOT ACCEPTABLE. 11. ALL EXPOSED SPIRAL ROUND DUCTWORK SHALL BE SHEETMETAL LINED WITH 1" DUCT LINER UNLESS NOTED OTHERWISE OR SERVING AS PART OF THE POOL DEHUMIDIFICATION SYSTEM.. 12. ALL CONCEALED SPIRAL ROUND DUCTWORK SHALL BE SHEETMETAL WRAPPED WITH 2" DUCT WRAP. 13. ALL UNLINED DUCTWORK THAT IS VISIBLE THROUGH THE AIR DEVICE SHALL BE PAINTED FLAT BLACK. 14. MAINTAIN MINIMUM 10'-0" SEPARATION FROM OUTSIDE AIR INTAKES TO EXHAUST TERMINATIONS AND FLUE OUTLETS. 15. MAINTAIN MINIMUM 15'-0" FROM OUTSIDE AIR INTAKES TO PLUMBING VENTS. 16. MAINTAIN MINIMUM 3'-0" SEPARATION FROM EXHAUST TERMINATIONS TO OPERABLE WINDOWS AND DOORS. 17. COORDINATE LOUVER, WALL CAP AND AIR DEVICE PLACEMENT WITH BRICK OR BLOCK COURSING WHERE APPLICABLE. 18. COORDINATE LOCATION AND ELEVATION OF ALL EXPOSED DUCTWORK WITH ARCHITECT AT JOB SITE. 19. ALL EXPOSED DUCTWORK SHALL BE FREE OF IMPERFECTIONS AND DAMAGE. SEAL EXPOSED DUCTWORK IN NEAT WORKMANSHIP LIKE MANNER SUITABLE FOR PAINTING. 20. GENERAL CONTRACTOR SHALL PAINT ALL EXPOSED DUCTW ORK, FITTINGS, ETC. IN ACCORDANCE WITH ARCHITECTURAL SPECIFICATION. 21. ALL EXPOSED DUCTWORK THAT IS SPECIFIED TO BE PAINTED SHALL BE PROVIDED WITH PAINT-LOCK PRIMER TO PREPARE DUCTWORK FOR FIELD PAINTING. 22. CUT ROOFTOP UNIT DUCT OPENINGS THROUGH ROOF 1/2" LARGER THAN OUTSIDE DIMENSION OF SUPPLY AND RETURN AIR DUCTWORK. SEAL OPENINGS AROUND DUCTWORK. 23. COMPLETELY FILL ALL ROOFTOP UNIT ROOF CURBS WITH UNFACED BATT INSULATION. LAYER INSULATION IN NEAT WORKMANSHIP LIKE MANNER. 24. SPIN-IN FITTINGS SERVING GRILLES AND DIFFUSERS SHALL BE CONICAL WITH MANUAL VOLUME DAMPERS, UNLESS AIR DEVICE IS PROVIDED WITH OPPOSED BLADE DAMPER. 25. SPIN-IN FITTINGS SERVING VARIABLE AIR VOLUME TERMINAL UNITS SHALL BE CONICAL WITHOUT MANUAL VOLUME DAMPERS. 26. RECTANGULAR BRANCH DUCTWORK TAKEOFFS SHALL HAVE 45° TAKEOFFS AND ROUND DUCTWORK TAKEOFFS SHALL BE CONICAL. 27. ALL ELBOWS, BOTH HORIZONTAL AND VERTICAL, SHALL BE LONG RADIUS ELBOWS WHEREVER POSSIBLE, OR SHALL HAVE TURNING VANES WHERE SHOWN. 28. 12"x12" ACCESS DOORS SHALL BE PROVIDED FOR ALL MANUAL VOLUME DAMPERS LOCATED ABOVE GYPSUM BOARD CEILINGS. ALL FINAL ACCESS DOOR LOCATIONS SHALL BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. 29. 24"x24" ACCESS DOORS SHALL BE PROVIDED FOR ALL VARIABLE AIR VOLUME TERMINAL UNITS LOCATED ABOVE GYPSUM BOARD CEILINGS. ALL FINAL ACCESS DOOR LOCATIONS SHALL BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. 30. ALL JOB SITE DUCTWORK PRIOR TO INSTALLATION SHALL BE COVERED AND PROTECTED FROM DIRT, DUST, AND DAMAGE PER SMACNA STANDARDS. 31. ALL NEW AND REPLACEMENT ROOF MOUNTED EQUIPMENT SHALL BE LOCATED AT LEAST 10'-0" FROM EDGE OF ROOF. GENERAL AND MECHANICAL CONTRACTOR SHALL VERIFY AND CONFIRM ACTUAL INSTALLED LOCATIONS OF ALL NEW AND REPLACEMENT ROOF MOUNTED EQUIPMENT. IF THIS EQUIPMENT IS INSTALLED WITHIN 10'-0" OF ROOF EDGE, GENERAL CONTRACTOR SHALL INSTALL O.S.H.A. APPROVED GUARD RAIL. 34. FLUES FOR BOILERS, WATER HEATERS, AND POOL HEATERS SHALL BE ENGINEERED BY FLUE MANUFACTURER, BASED ON ACTUAL EQUIPMENT, AND SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL. 35. DIVISION 26 SHALL PROVIDE 120 VOLT, 20 AMP CIRCUIT FOR DDC SYSTEM LOCATED IN ROOM HOUSING DDC COMPUTER. DIVISION 26 SHALL PROVIDE MULTIPLE 20 AMP CIRCUITS IN CEILING SPACE TO SERVE TERMINAL UNITS' CONTROL TRANSFORMERS. EXACT CIRCUIT LOCATIONS SHALL BE COORDINATED WITH TEMPERATURE CONTROLS CONTRACTOR. DIVISION 26 SHALL PROVIDE ONE PHONE CONNECTION LOCATED IN ROOM HOUSING DDC COMPUTER. COORDINATE DDC SYSTEM MOUNTING LOCATION WITH OWNER. 36. IN EVENT THAT VARIABLE FREQUENCY DRIVE IS ADDED TO EXISTING PIECE OF HVAC EQUIPMENT, MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING MAG STARTER HAS BEEN REMOVED. MECHANICAL CONTRACTOR SHALL ALSO VERIFY THAT MOTOR IS COMPATIBLE FOR OPERATION WITH VARIABLE FREQUENCY DRIVE. IF THERE IS CONFLICT WITH MOTOR, REPORT MOTOR DEFICIENCY TO GENERAL CONTRACTOR IMMEDIATELY. 37. DRYER EXHAUST AIR DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED SHEETMETAL NOT LESS THAN 0.0195 INCHES. INSIDE OF DRYER DUCT SHALL BE SMOOTH WITH NO MECHANICAL FASTENERS PENETRATING DUCT. POP RIVETS ARE ACCEPTABLE, VERTICAL RISERS SHALL HAVE ACCESSIBLE CLEANOUT. COMPLY WITH MANUFACTURER'S INSTALLATION REQUIREMENTS AND LOCAL CODES. 38. KITCHEN EXHAUST DUCTWORK SHALL BE CONSTRUCTED OF MATERIALS AS SPECIFIED. JOINTS AND SEAMS WILL BE CONTINUOUSLY WELDED OR BRAZED ON EXTERNAL SURFACE OF DUCTWORK. HORIZONTAL DUCTWORK WILL BE SLOPED AT 1/4" PER LINEAL FOOT TOWARD KITCHEN HOOD. ANY PORTION OF DUCT SYSTEM THAT IS INACCESSIBLE FROM DUCT ENTRY OR DISCHAGE SHALL BE PROVIDED WITH CODE APPROVED CLEANOUTS IN DUCT AND DUCT ENCLOSURE. PLUMBING DEMOLITION GENERAL NOTES 1. COORDINATE DEMOLITION REQUIREMENTS WITH THE GENERAL CONTRACTOR. 2. COORDINATE EXTENT OF DEMOLITION WITH THE NEW CONSTRUCTION AS SHOWN IN THESE DOCUMENTS. 3. EXISTING PLUMBING PIPING, EQUIPMENT ETC IS SHOWN LIGHT. 4. ALL PLUMBING ITEMS INDICATED TO BE DEMOLISHED SHALL BE INSPECTED FOR SALVAGE BY THE OWNER. ALL NON-SALVAGEABLE ITEMS SHALL THEN BE IMMEDIATELY REMOVED FROM THE SITE BY THE PLUMBING CONTRACTOR. 5. ALL UNUSED HANGERS AND SUPPORTS SHALL BE REMOVED. 6. THE REMOVAL OR INSTALLATION OF FIXTURES, PIPES AND EQUIPMENT MAY REQUIRE THE REMOVAL OF EXISTING WALLS AND CEILINGS. THE PLUMBING CONTRACTOR AND GENERAL CONTRACTOR SHALL BE COORDINATE AND RESPONSIBLE FOR REPAIRING AND PAINTING THESE WALLS AND/OR CEILINGS SO THEY MATCH THE EXISTING WHERE NOT REPLACED UNDER THE ARCHITECTURAL DOCUMENTS. THE CONTRACTOR SHALL REVIEW THE PLUMBING DRAWINGS TO IDENTIFY THESE LOCATIONS PRIOR TO BID PRICING. 7. THE GENERAL CONTRACTOR SHALL PATCH AND SEAL UNUSED ROOF PENETRATIONS AT DEMOLISHED PLUMBING TO MATCH EXISTING CONDITIONS. 8. THE GENERAL CONTRACTOR SHALL MAKE REPAIRS TO ALL EXISTING BUILDING COMPONENTS THAT HAVE BEEN AFFECTED BY THE DEMOLITION OF PLUMBING SYSTEMS. PLUMBING GENERAL NOTES 1. FIELD VERIFY EXACT LOCATION OF ALL CONNECTION PRIOR TO CONSTRUCTION. 2. ROUGH-IN AND FINAL CONNECT ALL FIXTURES, EQUIPMENT, ETC. 3. CONTRACTOR SHALL INSPECT SITE TO THOROUGHLY FAMILIARIZE HIMSELF WITH THE AREA OF WORK. ANY DISCREPANCES BETWEEN THESE DOCUMENTS AND ACTUAL CONDITIONS SHALL BE REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION PRIOR TO BID PRICING. NO EXTRAS WILL BE ALLOWED DUE TO LACK OF KNOWLEDGE OF EXISTING CONDITIONS. 4. ALL WORK SHALL BE PER LOCAL BUILDING AND HEALTH DEPARTMENT REQUIREMENTS. 5. PROVIDE BALL VALVES ON ALL BRANCH LINES FOR BUILDING ISOLATION WHETHER SHOWN OR NOT. 6. REFERENCE HVAC DRAWINGS FOR EXACT LOCATION OF ALL HVAC EQUIPMENT REQUIRING PLUMBING CONNECTIONS. COORDINATE WITH HVAC CONTRACTOR EXACT PLUMBING CONNECTION REQUIREMENTS PRIOR TO COMMENCING WORK. 7. ALL STORM DRAINAGE PIPING WITHIN THE BOUNDARIES OF THE BUILDING SHALL BE SLOPED AT 1/8" PER FOOT UNLESS OTHERWISE NOTED. 8. ALL VENTS THROUGH THE ROOF (VTR) SHALL BE POSITIONED A MINIMUM OF 15'-0" FROM ANY OUTSIDE AIR INTAKE. 9. REFERENCE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ALL FIRE RATED WALLS. ALL PIPE PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE SEALED IN ACCORDANCE WITH THE BUILDING CODE. 10. OFFSET ALL PIPING AS REQUIRED TO AVOID STRUCTURAL MEMBERS, CANTS, FLASHING, MECHANICAL, OR ELECTRICAL EQUIPMENT. 11. PROVIDE CHROME PLATED SET SCREW TYPE ESCUTCHEONS AT ALL EXPOSED PIPE PENETRATIONS THROUGH WALLS AND CASEWORK. 12. PROVIDE TRAP PRIMERS TO ALL FLOOR DRAINS & FLOOR SINKS WITH ACCESS THAT HAVE THE POSSIBILITY FOR EVAPORATION PROBLEMS AND AS INDICATED IN THE SPECIFICATION. 13. PROTECT ALL EXISTING EQUIPMENT INDICATED AS REMAINING IN PLACE OR BEING RELOCATED. REPLACE DAMAGED EQUIPMENT IMMEDIATELY WITH EXACT DUPLICATE AT NO ADDITIONAL COST TO THE OWNER. 14. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY LOCATING AND PROTECTING ALL EXISTING PIPING AND UTILITIES FOR THE DURATION OF THE WORK. ANY DAMAGE CAUSED TO EXISTING PIPING OR UTILITIES SHALL BE REPAIRED IMMEDIATELY AT NO ADDITIONAL COST TO THE OWNER. 15. PROVIDE PROSET TRAP GUARDS ON ALL FLOOR DRAINS PER CODE WHERE EVAPORATION OR LOSS OF TRAP SEAL WILL OCCUR. 16. VERIFY AND COORDINATE EXACT SIZE, LOCATION, AND ELEVATION OF KITCHEN PLUMBING ROUGH-INS WITH KITCHEN EQUIPMENT CONTRACTOR PRIOR TO CONSTRUCTION. 17. PROVIDE ACCESSIBLE SHUT-OFF VALVES FOR ALL KITCHEN EQUIPMENT REQUIRING WATER SERVICE. 18. ALL EXPOSED PIPING IN THE KITCHEN AREA TO BE A CLEANABLE SURFACE PER LOCAL HEALTH DEPARTMENT. 19. PLUMBING CONTRACTORS SHALL PROVIDE ALL INDIRECT WASTE PIPING AND MAKE FINAL CONNECTIONS TO SINKS, KITCHEN EQUIPMENT, ETC. VERIFY SIZES AND LOCATIONS WITH KITCHEN EQUIPMENT CONTRACTOR'S SHOP DRAWINGS. 20. COMPLY WITH ALL BUILDING AND HEALTH DEPARTMENT REGULATIONS FOR PLUMBING INSTALLATION. VERIFY ALL REQUIREMENTS PRIOR TO SUBMITTING BID OR COMMENCING WORK. 21. PROVIDE FLEXIBLE CONNECTOR WITH QUICK COUPLER CONNECTION TO ALL MOVEABLE GAS APPLIANCES. 22. PROVIDE INSULATION FOR ALL DRAIN PIPING FROM COOLER-FREEZER EVAPORATOR COILS, REFRIGERATED BASES, AND SIMILAR EQUIPMENT. VERIFY REQUIREMENTS WITH KITCHEN EQUIPMENT CONTRACTOR'S SHOP DRAWINGS. 23. FLUSH MOUNT ALL FLOOR SINKS IN KITCHEN AREA FOR FLOOR DRAINAGE USE. 24. ALL GAS PIPING, VALVES, PRV, ETC. SHALL MEET THE REQUIREMENTS OF THE INTERNATIONAL FUEL GAS CODE. MECHANICAL NATATORIUM NOTES 1 ALL SUPPLY, RETURN & EXHAUST AIR DUCTWORK CONNECTED TO POOL DEHUMIDIFICATION UNIT SHALL BE CONSTRUCTED OF ALUMINUM WITHOUT DUCT LINER. PROVIDE ALUMINUM DUCT HANGERS AND SUPPORTS IN ACCORDANCE WITH S.M.A.C.N.A. STANDARDS. 2. ALL EXTERIOR AND ROOF MOUNTED EXHAUST AIR DUCTWORK SHALL BE CONSTRUCTED OF ALUMINUM WITHOUT DUCT LINER AND WITHOUT DUCT WRAP. PROVIDE DUCT SUPPORTS IN ACCORDANCE WITH S.M.A.C.N.A. STANDARDS. 3. ALL EXTERIOR AND ROOF MOUNTED SUPPLY AND RETURN AIR DUCTWORK SHALL BE CONSTRUCTED OF ALUMINUM WITHOUT DUCT LINER AND WRAPPED WITH 2" DUCT WRAP AND ALUMINUM ALL WEATHER JACKETING. TOP OF DUCTWORK SHALL BE SLOPED FOR DRAINAGE. PROVIDE DUCT SUPPORTS IN ACCORDANCE WITH S.M.A.C.N.A. STANDARDS. 4. CONDENSATE DRAIN PIPING SHALL BE SCHEDULE 40 PVC WITH 1" FIBERGLASS PIPE INSULATION. PROVIDE FIRE RATED GYPSUM BOARD ENCLOSURE AROUND ANY PIPING LOCATED WITHIN RETURN AIR PLENUMS ABOVE CEILING. PROVIDE 6" CONDENSATE TRAP AND SLOPE PIPING AT 1/8" PER LINEAR FOOT FOR PROPER DRAINAGE. TERMINATE WITH AIR GAP FITTING AT MINIMUM 8" STANDPIPE OR OTHER CODE APPROVED TERMINATION POINT. REFER TO PLUMBING DRAWINGS FOR CONDENSATE DRAIN PIPING. 5. COORDINATE FINAL LOCATIONS OF POOL DEHUMIDIFICATION UNIT'S TEMPERATURE, HUMIDITY, OUTSIDE AIR TEMPERATURE, AND PRESSURE SENSORS WITH MANUFACTURER'S REPRESENTATIVE. MECHANICAL PIPING NOTES 1. HEATING WATER PIPING AND INSULATION: REFER TO SPECIFICATION SECTIONS 23 05 00 AND 23 07 00 RESPECTIVELY FOR PIPING AND INSULATION REQUIREMENTS. 3. GAS PIPING: REFER TO SPECIFICATION SECTIONS 22 05 00 PIPING REQUIREMENTS. 4. REFRIGERANT PIPING AND INSULATION: REFER TO SPECIFICATION SECTIONS 23 05 00 AND 23 07 00 RESPECTIVELY FOR PIPING AND INSULATION REQUIREMENTS. 5. AIR-COOLED CONDENSING UNIT SUPPLIER SHALL SUBMIT A MANUFACTURER APPROVED REFRIGERANT PIPING DIAGRAM SPECIFIC TO THIS PROJECT. CLEARLY IDENTIFY PIPING LENGTHS, DROPS, RISES, SIZES, VALVES, AND SPECIALTIES. 6. INSTALL ALL VALVES ABOVE ACCESSIBLE CEILINGS. PROVIDE 12"x12" ACCESS DOORS FOR ALL VALVES ABOVE GYPSUM CEILINGS. ALL FINAL ACCESS DOOR LOCATIONS SHALL BE APPROVED BY ARCHITECT DURING COORDINATED SHOP DRAWING REVIEW. 7. ALL PIPING SHOWN IS CONCEALED ABOVE CEILINGS UNLESS INDICATED OTHERWISE. 8. REFER TO TERMINAL UNIT SCHEDULES FOR COIL DESIGNATIONS REQUIRING 3-WAY VALVES. 9. PROVIDE PIPING SLEEVES AT ALL WALL PENETRATIONS. REFER TO SPECIFICATION FOR EXACT REQUIREMENTS. 10. PROVIDE ISOLATION/SHUT-OFF VALVES AT ALL PIPING BRANCHES THAT HAVE TWO OR MORE HYDRONIC DEVICES. 11. IN ADDITION TO COORDINATED SHOP DRAWINGS, PIPING CONTRACTOR SHALL SUBMIT INDIVIDUAL SHOP DRAWING THAT SHOWS ALL MEANS OF HYDRONIC SYSTEM EXPANSION. CONTRACTOR CAN USE EXPANSION LOOPS, ANCHORS AND ROLLERS; OR EXPANSION COMPENSATORS; OR COMBINATION OF BOTH. HYDRONIC EXPANSION LOCATIONS, METHODS, AND EQUIPMENT SHALL BE APPROVED BY ENGINEER PRIOR TO INSTALLATION. 12. ALL RUN OUT PIPING TO HEATING DEVICES SHALL BE MINIMUM 3/4" UNLESS OTHERWISE NOTED. ALL RUN OUT PIPING TO HEATING DEVICES SHALL BE MINIMUM OF 5'-0" IN LENGTH AND SHALL HAVE MINIMUM OF (5) 90° ELBOWS. WHERE THESE REQUIREMENTS ARE NOT POSSIBLE DUE TO SPACE CONSTRAINTS, FLEXIBLE CONNECTIONS AT DEVICE SHALL BE PROVIDED. 4 MAIN LEVEL HVAC DEMOLITION KEYNOTES: REMOVE EXISTING FAN COIL UNIT AND ALL ASSOCIATED CONTROLS, HANGERS, APPURTENANCES AND ALL ASSOCIATED BRANCH PIPING AND SPECIALTIES AS INDICATED. REFER TO SHEET MD204 FOR EXTENT OF PIPING DEMOLITION. 1 REMOVE EXISTING BASEBOARD RADIATION AND ALL ASSOCIATED CONTROLS, SUPPORTS, APPURTENANCES AND ALL ASSOCIATED BRANCH PIPING AND SPECIALTIES AS INDICATED. TYPICAL. REFER TO SHEET MD204 FOR EXTENT OF PIPING DEMOLITION. 2 REMOVE EXISTING LOUVER, AS INDICATED.3 EXISTING DUCTWORK OF SIZE AND TYPE INDICATED TO REMAIN.4 EXISTING AIR DEVICE TO REMAIN, AS INDICATED.5 REMOVE EXISTING AIR DEVICE, AS INDICATED.6 REMOVE EXISTING DUCTWORK TO EXTENT INDICATED.7 (NOTE: ALL KEYNOTES MAY NOT APPLY TO EACH SHEET) EXISTING DUCTWORK OF SIZE AND TYPE INDICATED THROUGH EXTERIOR WALL PENETRATION. REFER TO SHEET M105 FOR CONTINUATION. 8 REMOVE EXISTING UNIT HEATER AND ALL ASSOCIATED CONTROLS, HANGERS AND APPURTENANCES. ALL ASSOCIATED BRANCH PIPING AND SPECIALTIES SHALL REMAIN, AS INDICATED. REFER TO SHEET MD204 FOR PIPING DEMOLITION REQUIREMENTS. 9 E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 EB EC ED EE EF EG Eh ALL SUPPLY AND RETURN DUCTWORK, AIR DEVICES, CONTROLS, HANGERS, SUPPORTS AND APPURTANCES ASSOCIATED WITH LOCKER ROOM MAKE-UP AIR UNITS AND ENTRY WAY FAN COIL UNIT SHALL BE REMOVED. EXISTING BOILER AND ASSOCIATED POOL HEATING SYSTEMS TO REMAIN. FCU BBR BBR BBR BBR BBR BBR BBR BBR BBRBBRBBR (E)14x12 EA 12x12 EG TYP. (3) 12x12 EG TYP. (5) 6x6 (E)10x10 EA 8x8 8x8 10x10 TO (E)EF (E)14x16 EA (E)44"ø SA (E)38"ø SA (E)30"ø SA (E)22"ø SA (E)18"ø SA (E)24"ø SA (E)20"ø SA (E)26"ø SA (E)32"ø SA (E)SD (E)SD(E)SD TYP. (4) (E)SD (E)SD (E)SD (E)SD (E)SD 1 2 2 2 2 2 2 2 222 2 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 4 4 6 6 7 7 7 7 7 4 7 7 NJ 10x18 LVR30x24 LVR (E)16"ø OA 88 7 4 7 16"ø 4 8"ø EA4 12x12 6x6 4 44x44 SA 4 48x64 LVR 3 8 48(E)68x56 RA 1 M302 30x24 32x12 CA 32x12 7 9UH 7 M301 7 M301 (E)16x14 EA 5 (E)EG The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 20 1 6 - 1 0 - 3 1 1 1 : 4 6 : 5 7 C: \ U s e r s \ a b r u e c k \ D o c u m e n t s \ R e v i t \ 1 6 0 2 3 - H V A C - R 1 6 - C e n tr a l _ a b r u e c k @ t h e b a l l a r d g r o u p . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R PWF AB 9-1-2016 16003 MAIN LEVEL HVAC DEMOLITION PLAN - SOUTH MD104 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O SCALE: 1/8" = 1'-0" MAIN LEVEL HVAC DEMOLITION PLAN - SOUTH E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 EB EC ED EE EF EG Eh MAU MAU (E)PDU-1 (E)56x68 RA EF 1 1 2 3 4 4 4 NJ 5 (E)8"ø FLUE (E)44x44 SA 7 M301 7 M301 ROOF HVAC DEMOLITION KEYNOTES: REMOVE EXISTING MAKE-UP AIR UNIT AND ALL ASSOCIATED DUCTWORK, AIR DEVICES, CONTROLS AND APPURTENANCES. 1 EXISTING POOL DEHUMIDIFICATION UNIT TO REMAIN, AS INDICATED.2 REMOVE EXISTING ROOF MOUNTED EXHAUST FAN, AS INDICATED.3 EXISTING POOL DEHUMIDIFICATION UNIT EXTERIOR DUCTWORK TO REMAIN, AS INDICATED.4 (NOTE: ALL KEYNOTES MAY NOT APPLY TO EACH SHEET) EXISTING FLUE TO REMAIN, AS INDICATED.5 The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/16" = 1'-0" 20 1 6 - 1 0 - 3 1 1 1 : 4 6 : 5 9 C: \ U s e r s \ a b r u e c k \ D o c u m e n t s \ R e v i t \ 1 6 0 2 3 - H V A C - R 1 6 - C e n tr a l _ a b r u e c k @ t h e b a l l a r d g r o u p . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R PWF AB 9-1-2016 16003 ROOF HVAC DEMOLITION PLAN MD105 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O SCALE: 1/16" = 1'-0" ROOF HVAC DEMOLITION PLAN E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 EB EC ED EE EF EG Eh EXISTING BOILER AND ASSOCIATED POOL HEATING AND DOMESTIC HOT WATER SYSTEMS TO REMAIN. FCU BBR BBR BBR BBR BBR BBR BBR BBR BBRBBR BBR (E)2 1/2"(E)2 1/2" HWR HWS (E)3"(E)3" PWS PWR BBR (E)3"(E)3" 3/4" 1/2" (E)2 1/2" 1/2" 1/2" 3/4" 1/2"HWS HWR 1/2"HWR (E)2 1/2" HWS & HWR UP TO (E)PDU-1 ABOVE (E)3" PWS & PWR UP TO (E)PDU ABOVE 3 2 1 1 3 3 3 1 3 1 (E)1/2" 4 44 HWR HWS (E)2 1/2" W. TEAM LOCKERS A106 EXIST POOL DECK A109 EXIST LAUNDRY A111EXIST POOL MECH A112 EXIST ELEC A113 EXIST POOL EQUIP A114 EXIST CHEM A115 EXIST NATATORIUM A110 M. TEAM LOCKER A107 STORAGE A105 PWSPWR (E)1/2"(E)1/2" (E)3/4"7 UH HWR HWS MAIN LEVEL HVAC PIPING DEMOLITION KEYNOTES: EXISTING PIPING OF SIZE AND TYPE INDICATED SHALL REMAIN.1 REMOVE EXISTING FAN COIL UNIT AND BRANCH PIPING, AND PROVIDE CAP AT PIPE MAINS, AS INDICATED.2 3 REMOVE EXISTING BASEBOARD RADIATOR AND BRANCH PIPING, AND PROVIDE CAP AT PIPE MAINS, AS INDICATED. 4 CAP EXISTING BASEBOARD RADIATION BRANCH PIPING AT GRADE. ALL EXISTING HEATING WATER PIPING BELOW GRADE SHALL BE ABANDONED. (NOTE: ALL KEYNOTES MAY NOT APPLY TO EACH SHEET) 5 REMOVE EXISTING HEATING WATER RETURN AND HEATING WATER SUPPLY PIPING, AND PROVIDE CAP AT PIPE MAINS, AS INDICATED. 6 REMOVE EXISTING POOL HEATING WATER RETURN AND HEATING WATER SUPPLY PIPING, AND PROVIDE CAP AT PIPE MAINS, AS INDICATED. 7 REMOVE EXISTING UNIT HEATER. BRANCH PIPING OF SIZE AND TYPE INDICATED SHALL REMAIN FOR REUSE. REFER TO SHEET M204 FOR NEW WORK REQUIREMENTS. E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 EB EB EC EC ED ED EE EE EF EF EG EG Eh Eh REMOVE EXISTING POOL WATER HEATING SYSTEM ASSOCIATED WITH (E)PDU-1 AS PART OF ALTERNATE #2. CAP POOL WATER PIPING AT POOL WATER SUPPLY AND RETURN LINES SERVING EXISTING HEAT EXCHANGER. REMOVE EXISTING PUMP. FCU BBR BBR BBR BBR BBR BBR BBR BBR BBR (E)2 1/2"(E)2 1/2" HWR HWS PWS PWR BBR 3/4" (E)2 1/2" 1/2" 1/2" 3/4" 1/2"HWS HWR 1/2"HWR 2 1/2" HWS & HWR UP TO PDU-1 ABOVE 3" PWS & PWR UP TO PDU ABOVE 6 HWR HWS (E)2 1/2" W. TEAM LOCKERS A106 EXIST POOL DECK A109 EXIST LAUNDRY A111EXIST POOL MECH A112 EXIST ELEC A113 EXIST POOL EQUIP A114 EXIST CHEM A115 EXIST NATATORIUM A110 M. TEAM LOCKER A107 STORAGE A105 3"3" PWS PWR 5 6 (E)1/2" (E)1/2"(E)1/2" BBR BBR The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 20 1 6 - 1 0 - 3 1 1 1 : 4 7 : 0 5 C: \ U s e r s \ a b r u e c k \ D o c u m e n t s \ R e v i t \ 1 6 0 2 3 - H V A C - R 1 6 - C e n tr a l _ a b r u e c k @ t h e b a l l a r d g r o u p . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R PWF AB 9-1-2016 16003 MAIN LEVEL HVAC PIPING DEMOLITION PLAN - SOUTH MD204 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O SCALE: 1/8" = 1'-0" MAIN LEVEL HVAC PIPING DEMOLITION PLAN - SOUTH SCALE: 1/8" = 1'-0" ADD ALTERNATE #2 MAIN LEVEL HVAC PIPING DEMO PLAN DN A B C DN LOWER LEVEL HVAC PLAN KEYNOTES: (NOTE: ALL KEYNOTES MAY NOT APPLY TO EACH SHEET) 1 VARIABLE AIR VOLUME TERMINAL UNIT WITH HYDRONIC HEATING COIL. HATCHED AREA REPRESENTS UNIT'S CLEARANCE REQUIREMENTS, TYPICAL. REFER TO DETAIL ON SHEET M501. REFER TO SCHEDULE ON SHEET M701. HYDRONIC UNIT HEATER MOUNTED FROM STRUCTURE ABOVE, AS INDICATED. REFER TO DETAIL ON SHEET M502. REFER TO SCHEDULE ON SHEET M702. 2 HYDRONIC CABINET UNIT HEATER, AS INDICATED. REFER TO DETAIL ON SHEET M502. REFER TO SCHEDULE ON SHEET M702. 3 DUCTLESS SPLIT SYSTEM INDOOR UNIT, AS INDICATED. REFER TO SHEET M105 FOR CONDENSING UNIT LOCATION. REFER TO SCHEDULE ON SHEET M702. 4 CEILING MOUNTED EXHAUST FAN, AS INDICATED. REFER TO DETAIL ON SHEET M501. REFER TO SCHEDULE ON SHEET M701. 5 CEILING MOUNTED TRANSFER FAN, AS INDICATED. REFER TO DETAIL ON SHEET M501. REFER TO SCHEDULE ON SHEET M701. 6 FIRE/SMOKE DAMPER AT RATED WALL IN DUCTWORK OF SIZE INDICATED. DAMPER ACCESS SHALL BE THROUGH TRANSFER AIR GRILLE. REFER TO SPECIFICATION SECTION 23 30 00 FOR FURTHER REQUIREMENTS. 7 DUCTWORK OF SIZE AND TYPE INDICATED UP TO MAIN LEVEL. REFER TO SHEET M103 FOR CONTINUATION.8 DUCTWORK OF SIZE AND TYPE INDICATED UP THROUGH ROOF. REFER TO SHEET M105 FOR CONTINUATION.9 RETURN AIR OPENING, OF SIZE INDICATED, IN TOP OF DUCTWORK. ENSURE 10" CLEAR SPACE ABOVE OPENING FOR RETURN AIR PATH. PROVIDE 1/2" BIRD SCREEN ACROSS OPENING. BALANCE TO AIRFLOW INDICATED. 10 TRANSFER AIR DUCTWORK ABOVE CEILING THROUGH FULL HEIGHT WALL, OF SIZE INDICATED.11 TRANSFER AIR OPENING ABOVE CEILING THROUGH FULL HEIGHT WALL, OF SIZE INDICATED. MULTIPLE OPENINGS ARE ACCEPTABLE IF COMBINED AREAS TOTAL INDICATED AREA. 12 KITCHEN HOOD, AS INDICATED. REFER TO SCHEDULE ON SHEET M705. REFER TO ARCHITECTURAL DRAWINGS FOR REQUIREMENTS. 13 CEILING MOUNTED EXHAUST FAN, AS INDICATED. REFER TO DETAIL ON SHEET M501. REFER TO SCHEDULE ON SHEET M701. 14 KITCHEN HOOD EXHAUST FAN MOUNTED ON EXTERIOR WALL AT 10'-0" A.F.F. (MINIMUM), AS INDICATED. REFER TO SCHEDULE ON SHEET M701. 15 TRANSFER AIR DUCTWORK OF SIZE INDICATED THROUGH FULL HEIGHT WALL. PROVIDE OPEN ENDED MITERED ELBOWS, WITHOUT TURNING VANES ON EACH END OF DUCTWORK FOR SOUND ATTENUTION. PROVIDE 1/2" BIRD SCREEN ACROSS OPENING. ENSURE 10" CLEAR SPACE ABOVE OPENING FOR TRANSFER AIR PATH. 16 14"ø TRANSFER AIR DUCTWORK SHALL ELBOW UP AND TERMINATE OPEN ENDED. PAINT INSIDE OF ELBOW BLACK. PROVIDE 1/2" BIRD SCREEN ACROSS OPENING. 17 MOTORIZED DAMPER IN DUCTWORK OF SIZE AND TYPE INDICATED IMMEDIATELY BELOW ROOF DECK.18 BACKDRAFT DAMPER IN DUCTWORK OF SIZE AND TYPE INDICATED IMMEDIATELY BELOW ROOF DECK.19 TRANSFER GRILLE OVERSIZED TO ACCOMODATE 'OUT OF AIRSTREAM' TYPE FIRE/SMOKE DAMPER, AS INDICATED.20 KITCHEN EXHAUST SYSTEM CONTROLLER, AS INDICATED. VERIFY MOUNTING LOCATION WITH OWNER.21 4 4 4 GREASE EXHAUST AIR DUCTWORK OF SIZE INDICATED SHALL SLOPE DOWN TO RANGE HOOD CONNECTION FROM WALL PENETRATION HIGH POINT AT 1/4" PER LINEAL FOOT OF DUCTWORK. PROVIDE CLEANOUTS PER LOCAL CODE REQUIREMENTS (EVERY 20'-0" MINIMUM) AND AT EACH DIRECTION CHANGE. 22 MP GROUP EX 124 ELEV 117 EMP ENTRY 103 COMMUNITY KITCHEN 142 KITCHEN 112 VEST 101 WOMEN 104 COMMUNITY 141 EXIT STAIR S10 GYM 131 GYM STORAGE 132 STORAGE 143 2 A B 3 4 6 7 A1 A4 AB A5 AE AD AH AC C D E F G A2 A3 AG AF AA 6.4 CLASSROOM 114 WOMEN 111 STAFF 107 STAIR 120 MEN 110 RECV & STOR 115 STOR 113 STRENGTH 123 MEN 105 GAMES 106 ELEC 109 JR GOLF 121 STORAGE 118 LOUNGE 102 P&R DIRECTOR 108 1VAV-3-10 VAV-3-11 1VAV-3-12 VAV-3-131 VAV-3-171 VAV-3-16 1VAV-3-18 VAV-3-15 VAV-3-14 VAV-3-191 1VAV-3-20 VAV-3-22 VAV-3-21 20x18 SA 46x26 SA 18x16 SA 44x24 SA 12x10 SA 14x12 S A 18x18 S A 20x18 S A 14x14 S A 16"ø SA 44x22 SA 14x12 EA 26x18 44x22 S A 10"ø EG-2 225 CFM TYP.(2) 4x4 SG-2 25 CFM 10"ø CD-1 310 CFM TYP.(2) 2UH-4 8"ø CD-1 150 CFM 6"ø CD-1 50 CFM6"ø CD-1 50 CFM 8"ø CD-1 125 CFM TYP.(2) 8"ø CD-1 135 CFM 12x12 EA TF-26 CUH-33 10"ø CD-1 260 CFM TYP.(2) 8"ø CD-1 175 CFM 8"ø CD-1 200 CFM RG-4 RG-3 RG-1 RG-2 RG-3 2UH-5 CUH-53 32x11210 40x5210 46x26 SA8 46x32 RA8 46 x 3 2 R A 44 x 1 6 10x10 SA 18 x 1 6 S A 10"ø EG-2 225 CFM TYP.(2) 10"ø 10"ø 10"ø EA10"ø EA 16 " ø S A 16 " ø S A 8"ø EG-2 150 CFM 8"ø EG-2 150 CFM 12x12 EA 9 12x12 EG-4 550 CFM 12x14 EA9 10"ø EA9 3CUH-4 HITTING 122 STOR. 180 14x14 S A 6"ø CD-1 40 CFM 16x14 S A 14x12 S A20x18 S A 9 10 L 8 K 7.9 A.1 B.7 H J J.3 10"ø CD-1 350 CFM TYP.(2) 10"ø CD-1 285 CFM TYP.(6) 8"ø CD-1 205 CFM 8"ø CD-1 170 CFM 16x12 SA 36x28 RA DN DN 4 6 x 2 2 R A 16x12 SA 40 x 1 8 S A 4"ø SA 8"ø SA16x16 SA 12x12 EA 14"ø S A 10"ø CD-1 285 CFM TYP.(3) 14"ø SA 12x6 SR-2 285 CFM ANGLE DN. 45° 12"ø SA 12x6 SR-2 285 CFM ANGLE DN. 45° TYP.(2) 10"ø SA 8x8 SA 36x24 13 36x24 TG-136x24 TG-1 36x24 TG-1 6x6 SG-2 100 CFM 12"ø SA 10x6 SR-4 220 CFM HORIZONTAL TYP.(5) 40x18 SA 10"ø CD-1 350 CFM TYP.(2) 10"ø SD-1 235 CFM TYP.(6) 10"ø SD-1 320 CFM TYP.(6) 10"ø SD-1 285 CFM TYP.(6) 10"ø CD-1 235 CFM TYP.(2) RG-2 TYP.(3) RG-2 TYP.(3) RG-2 TYP.(3) 30x24 12 RG-2 68x24 12 RG-4 68x3612 50x50 TG-1 10x10 EA8 6"ø CD-1 100 CFM UP 7 16x16 TA 16x16 16x16 TG-1 16x16 TA 11 125 18x6 SR-2 320 CFM ANGLE DN. 20° TYP.(3) 18x6 SR-2 320 CFM ANGLE DN. 45° TYP.(4) 18x6 SR-2 320 CFM ANGLE DN. 45° 1 M301 1 M301 10"ø CD-1 285 CFM TYP.(2) 10"ø CD-1 350 CFM 46x22 RA UP UPDN 44x24 SA D N DN 46x32 RA 4 M301 8"ø EA9 18x14 GREASE 14EF-13 10"ø EA EF-1614 8"ø EA 15 16"ø SA 10x10 SG-2 260 CFM 16x16 TG-1 16x16 TA11 48x18 TA 16 48x18 TA 16 48x18 TA16 14"ø TG-3 TYP.(6) 17 17 17 RG-4 RG-4 M M 18 18 B 19 M 18 16x16 TG-1 16x18 TG-1 20 6x4 SG-2 50 CFM 6x4 UP 22x18 12 26x1612 9,950 CFM 5,775 CFM 4 21 4 13KH-1 KEF-1 22 The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 4. 1. 10-31-16 PERMIT SET 12-19-16 BULLETIN #004 1/8" = 1'-0" 12 / 1 9 / 2 0 1 6 7 : 0 4 : 4 9 P M C: \ U s e r s \ a b r u e c k \ D o c u m e n t s \ 1 6 0 2 3 - H V A C - R 1 6 - C e n t r a l _ a br u e c k @ t h e b a l l a r d g r o u p . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R PWF AB 9-1-2016 16003 LOWER LEVEL HVAC PLAN M102 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O SCALE: 1/8" = 1'-0" LOWER LEVEL HVAC PLAN A B C MAIN LEVEL HVAC PLAN KEYNOTES: (NOTE: ALL KEYNOTES MAY NOT APPLY TO EACH SHEET) VARIABLE AIR VOLUME TERMINAL UNIT WITH HYDRONIC HEATING COIL, TYPICAL. HATCHED AREA REPRESENTS UNIT'S CLEARANCE REQUIREMENTS. REFER TO DETAIL ON SHEET M501. REFER TO SCHEDULE ON SHEET M701. 1 HYDRONIC UNIT HEATER MOUNTED FROM STRUCTURE ABOVE, AS INDICATED. REFER TO DETAIL ON SHEET M502. REFER TO SCHEDULE ON SHEET M702. 2 HYDRONIC CABINET UNIT HEATER, AS INDICATED. REFER TO DETAIL ON SHEET M502. REFER TO SCHEDULE ON SHEET M702. 3 DUCTLESS SPLIT SYSTEM INDOOR UNIT, AS INDICATED. REFER TO SHEET M105 FOR CONDENSING UNIT LOCATION. REFER TO SCHEDULE ON SHEET M702. REFER TO PLUMBING PLANS FOR CONDENSATE DRAIN. 4 CEILING MOUNTED EXHAUST FAN, AS INDICATED. REFER TO DETAIL ON SHEET M501. REFER TO SCHEDULE ON SHEET M701. 5 CEILING MOUNTED TRANSFER FAN, AS INDICATED. REFER TO DETAIL ON SHEET M501. REFER TO SCHEDULE ON SHEET M701. 6 HIGH VOLUME LOW SPEED CEILING FAN SUPPORTED FROM STRUCTURE ABOVE, AS INDICATED. REFER TO SCHEDULE ON SHEET M701. 7 DUCTWORK OF SIZE AND TYPE INDICATED DOWN TO LOWER LEVEL. REFER TO SHEET M102 FOR CONTINUATION. 8 DUCTWORK OF SIZE AND TYPE INDICATED UP THROUGH ROOF. REFER TO SHEET M105 FOR CONTINUATION.9 10 RETURN AIR OPENING OF SIZE INDICATED IN TOP OF DUCTWORK. ENSURE 10" CLEAR SPACE ABOVE OPENING FOR RETURN AIR PATH. PROVIDE 1/2" BIRD SCREEN ACROSS OPENING. BALANCE TO AIRFLOW INDICATED. 10 DUCTWORK OF SIZE AND TYPE INDICATED THROUGH EXTERIOR WALL PENETRATION. SEAL AIR AND WATER TIGHT. REFER TO ARCHITECTURAL DRAWINGS FOR WALL FLASHING DETAILS. REFER TO SHEET M105 FOR CONTINUATION. 11 POOL SKIN EXHAUST LOUVER, AS INDICATED. LOUVER SHALL BE ALIGNED WITH CMU BLOCK COURSING AND LOCATED MAXIMUM OF 8" ABOVE 12" CMU BLOCK WALL. 12 32"x40" AND 32"x30" SUPPLY AIR DUCTWORK UP IN NESTED FITTING TO 32"x70" UP THROUGH ROOF. REFER TO SHEET M105 FOR CONTINUATION. 13 38"x32" AND 46"x32" RETURN AIR DUCTWORK UP IN NESTED FITTING TO 84"x32" UP THROUGH ROOF. REFER TO SHEET M105 FOR CONTINUATION. 14 PERFORATED DUCTWORK, AS INDICATED. REFER TO SCHEDULE ON SHEET M702.15 FIRE DAMPER AT RATED WALL IN DUCTWORK OF SIZE INDICATED. DAMPER ACCESS SHALL BE FROM NORTH SIDE OF WALL. REFER TO SPECIFICATION SECTION 23 30 00 FOR FURTHER REQUIREMENTS. 16 CONNECT 32"x12" COMBUSTION AIR INTAKE DUCTWORK TO EXISTING 32"x12" DUCTWORK AND ROUTE UP THROUGH ROOF. REFER TO SHEET M105 FOR CONTINUATION. REFER TO SECTION ON SHEET M301. 17 RETURN AIR LOUVER, AS INDICATED. SET BOTTOM AT 8" A.F.F. REFER TO SECTION ON SHEET M302. REFER TO SCHEDULE ON SHEET M702. 18 ADD ALTERNATE #2 - HIGH VOLUME LOW SPEED CEILING FAN SUPPORTED FROM STRUCTURE ABOVE, AS INDICATED. REFER TO SCHEDULE ON SHEET M701. 19 MOTORIZED DAMPER IN DUCTWORK OF SIZE AND TYPE INDICATED IMMEDIATELY BELOW ROOF DECK.20 20"x28" AND 20"x24" SUPPLY AIR DUCTWORK UP IN NESTED FITTING TO 20"x52" UP THROUGH ROOF. REFER TO SHEET M105 FOR CONTINUATION. 22 12"ø AL29-4C FLUE FROM POOL HEATER UP THROUGH ROOF. FLUE SIZE IS BASED ON 1,440 MBH INPUT POOL HEATER. SLOPE FLUE BACK TO POOL HEATER AT 1/4" PER FOOT. DO NOT PROVIDE ANY DUCTWORK THAT IS ANGLED LESS THAN 45 DEGREES FROM HORIZONTAL. VERIFY SIZING, MATERIAL AND ROUTING REQUIREMENTS WITH SUCCESSFUL POOL HEATER MANUFACTURER. PRIOR TO PURCHASE, SUBMIT VENT SYSTEM ROUTING SCHEMATIC BASED ON FIELD CONDITIONS FOR ENGINEER'S REVIEW. REFER TO SHEET M105 FOR CONTINUATION. REFER TO AQUATICS PLANS FOR POOL HEATER REQUIREMENTS. 23 12"ø SINGLE WALL COMBUSTION AIR DUCTWORK FROM POOL HEATER UP THROUGH ROOF. DUCTWORK SIZE IS BASED ON 1,440 MBH INPUT POOL HEATER. INSULATE DUCTWORK WITH 1" DUCT WRAP UP TO ROOF DECK. VERIFY SIZING, MATERIAL AND ROUTING REQUIREMENTS WITH SUCCESSFUL POOL HEATER MANUFACTURER. PRIOR TO PURCHASE, SUBMIT VENT SYSTEM ROUTING SCHEMATIC BASED ON FIELD CONDITIONS FOR ENGINEER'S REVIEW. REFER TO SHEET M105 FOR CONTINUATION. REFER TO AQUATICS PLANS FOR POOL HEATER REQUIREMENTS. 24 FIRE/SMOKE DAMPER AT RATED WALL IN DUCTWORK OF SIZE INDICATED. DAMPER ACCESS SHALL BE FROM ROOM '270 STAIR.' REFER TO SPECIFICATION SECTION 23 30 00 FOR FURTHER REQUIREMENTS. 25 16"ø EXISTING DRYER OUTSIDE AIR INTAKE DUCTWORK UP THROUGH ROOF. REFER TO SHEET M105 FOR CONTINUATION. 26 6"ø CPVC CHEMICAL EXHAUST PIPING FROM CHEMICAL EXHAUST FAN UP THROUGH ROOF. CHEMICAL EXHAUST FAN IS BY DIVISION 13. REFER TO SHEET M105 FOR CONTINUATION. REFER TO AQUATICS PLANS FOR FAN REQUIREMENTS. 27 TRANSFER AIR OPENING ABOVE CEILING THROUGH FULL HEIGHT WALL, OF SIZE INDICATED. MULTIPLE OPENINGS ARE ACCEPTABLE IF COMBINED AREAS TOTAL INDICATED AREA. 28 TRANSFER AIR OPENING OF SIZE INDICATED IN TOP OF DUCTWORK. ENSURE 10" CLEAR SPACE ABOVE OPENING FOR TRANSFER AIR PATH. PROVIDE 1/2" BIRD SCREEN ACROSS OPENING. 29 21 TRANSFER AIR GRILLE MOUNTED APPROXIMATELY 6" BELOW ROOF DECK, AS INDICATED. BACKDRAFT DAMPER IN DUCTWORK OF SIZE AND TYPE INDICATED IMMEDIATELY BELOW ROOF DECK.30 14"ø TRANSFER AIR DUCTWORK SHALL ELBOW UP AND TERMINATE OPEN ENDED. PAINT INSIDE OF ELBOW BLACK. PROVIDE 1/2" BIRD SCREEN ACROSS OPENING. 31 EXHAUST GRILLE OVERSIZED TO ACCOMODATE 'OUT OF AIRSTREAM' TYPE FIRE/SMOKE DAMPER, AS INDICATED.32 FIRE DAMPER AT RATED WALL IN DUCTWORK OF SIZE INDICATED. DAMPER ACCESS SHALL BE FROM SOUTH SIDE OF WALL. REFER TO SPECIFICATION SECTION 23 30 00 FOR FURTHER REQUIREMENTS. 33 REFER TO ROOF HVAC PLAN FOR EQUIPMENT LOCATED ON THIS LOW ROOF AREA. ST. 263 56 SF 2 A B 3 4 6 7 A1 A4 AB A5 AE AD AH AC C D E F G A2 A3 AG AF AA 6.4 VESTIBULE 201 LOBBY 202 CARDIO 261 MEN 203 WOMEN 204 ADMIN 271 EXEC DIR 281 ASST 279 WATER & FIRE ENTRY 273 IT 274 HR 283 FACILITY DIR 285 FINANCE 287 TEMP 284 COPY 278 LAN 276 MARKET 277 CONFERENCE 275 ELEC 282 DSIU-14 M/P GROUP EX 262 DESK STAFF 272 VAV-3-1 VAV-3-2 VAV-3-3 VAV-3-6 VAV-3-5 VAV-3-41 TF-16 5EF-8 5EF-7 1VAV-3-8 1VAV-3-9 VAV-3-71 38 " ø S A 24"ø SA24"ø SA 32 " ø S A 24"ø SA24"ø SA 24x16 30x32 SA 24x18 SA 16x14 S A 10x12 12x10 SA 12x8 SA 10"ø SA 12x10 SA 12x10 SA 18 " ø S A 38x32 RA 40"ø RA 8"ø CD-1 180 CFM 6"ø CD-1 105 CFM 6"ø CD-1 100 CFM 10"ø CD-1 320 CFM 6"ø CD-1 140 CFM 6"ø CD-1 110 CFM 10"ø CD-1 225 CFM TYP.(2) 4x4 SG-2 35 CFM 6x6 SG-2 75 CFM 4"ø SA 6"ø SA RG-3 RG-4 RG-3 RG-3 RG-3 RG-3 RG-3 8"ø CD-1 135 CFM 6"ø CD-1 60 CFM 12x12 TA 6"ø CD-1 120 CFM 6"ø CD-1 120 CFM 6"ø CD-1 85 CFM 6"ø CD-1 85 CFM RG-4 RG-3 RG-3 10"ø CD-1A 240 CFM 10"ø CD-1A 240 CFM 24x16 RA 46x32 RA 40x32 SA 6x10 SA 34x90 10 20x44 10 EG-1 350 CFM 10x10 EA 8 10x10 EA 9 8x8 EA 9 8x8 EA9 40x40 SA 9 40"ø RA 9 RD-1 13 14 16x14 SA 10x10 EA 15 24 x 1 6 R A 24x16 SA VAV-3-23 14 x 1 4 S A 10x10 SA 9 10 L 8 K 7.9 A.1 B.7 H J J.3 18x12 SR-2 845 CFM ANGLE DN. 45° TYP.(4) 18x12 SR-2 845 CFM ANGLE DN. 45° TYP.(4) 10x4 SR-4 175 CFM ANGLE DN. 45° TYP.(21) 14"ø SA 20 " ø S A 24"ø SA 24 " ø S A 18x12 SR-2 845 CFM ANGLE DN. 45° TYP.(4) 12x6 SR-2 290 CFM ANGLE DN. 30° TYP.(6) 12x6 SR-2 290 CFM ANGLE DN. 30° 20 " ø S A 18 " ø S A 16 " ø S A 12 " ø S A RG-3 46x26 SA 8"ø CD-1 205 CFM TYP.(5) EXIT STAIR S10 STAIR 270 22 " ø S A 38x24 UP 58x42 TA 20"ø SA 8x14 SA VAV-3-24 12x12 EA 9 12x14 EG-1 750 CFM 54x46 29 54x46 29 6"ø CD-1 40 CFM 6"ø CD-2 60 CFM6x6 SA 4x6 ST. 263a EXIT STAIR S20 D N 8"ø CD-1 185 CFM TYP.(3) 10"ø CD-1 335 CFM TYP.(8) RG-2 TYP.(2) RG-2 TYP.(2) 70x36 TG-1 21 70x36 TG-1 212170x36 TG-1 18x12 SR-2 845 CFM ANGLE DN. 45° TYP.(4) 125 CF-27 CF-17 1 M301 1 M301 32"ø SA MATCHLINE M104 M103 12x1225 UH-12 46x26 SA846x32 RA8 M 20 M 20 M 20 M 20 B 30 6 M301 12x12 EA 32 The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 20 1 6 - 1 0 - 3 1 1 1 : 4 7 : 2 5 C: \ U s e r s \ a b r u e c k \ D o c u m e n t s \ R e v i t \ 1 6 0 2 3 - H V A C - R 1 6 - C e n tr a l _ a b r u e c k @ t h e b a l l a r d g r o u p . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R PWF AB 9-1-2016 16003 MAIN LEVEL HVAC PLAN - NORTH M103 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O SCALE: 1/8" = 1'-0" MAIN LEVEL HVAC PLAN - NORTH MAIN LEVEL HVAC PLAN KEYNOTES: (NOTE: ALL KEYNOTES MAY NOT APPLY TO EACH SHEET) VARIABLE AIR VOLUME TERMINAL UNIT WITH HYDRONIC HEATING COIL, TYPICAL. HATCHED AREA REPRESENTS UNIT'S CLEARANCE REQUIREMENTS. REFER TO DETAIL ON SHEET M501. REFER TO SCHEDULE ON SHEET M701. 1 HYDRONIC UNIT HEATER MOUNTED FROM STRUCTURE ABOVE, AS INDICATED. REFER TO DETAIL ON SHEET M502. REFER TO SCHEDULE ON SHEET M702. 2 HYDRONIC CABINET UNIT HEATER, AS INDICATED. REFER TO DETAIL ON SHEET M502. REFER TO SCHEDULE ON SHEET M702. 3 DUCTLESS SPLIT SYSTEM INDOOR UNIT, AS INDICATED. REFER TO SHEET M105 FOR CONDENSING UNIT LOCATION. REFER TO SCHEDULE ON SHEET M702. REFER TO PLUMBING PLANS FOR CONDENSATE DRAIN. 4 CEILING MOUNTED EXHAUST FAN, AS INDICATED. REFER TO DETAIL ON SHEET M501. REFER TO SCHEDULE ON SHEET M701. 5 CEILING MOUNTED TRANSFER FAN, AS INDICATED. REFER TO DETAIL ON SHEET M501. REFER TO SCHEDULE ON SHEET M701. 6 HIGH VOLUME LOW SPEED CEILING FAN SUPPORTED FROM STRUCTURE ABOVE, AS INDICATED. REFER TO SCHEDULE ON SHEET M701. 7 DUCTWORK OF SIZE AND TYPE INDICATED DOWN TO LOWER LEVEL. REFER TO SHEET M102 FOR CONTINUATION. 8 DUCTWORK OF SIZE AND TYPE INDICATED UP THROUGH ROOF. REFER TO SHEET M105 FOR CONTINUATION.9 10 RETURN AIR OPENING OF SIZE INDICATED IN TOP OF DUCTWORK. ENSURE 10" CLEAR SPACE ABOVE OPENING FOR RETURN AIR PATH. PROVIDE 1/2" BIRD SCREEN ACROSS OPENING. BALANCE TO AIRFLOW INDICATED. 10 DUCTWORK OF SIZE AND TYPE INDICATED THROUGH EXTERIOR WALL PENETRATION. SEAL AIR AND WATER TIGHT. REFER TO ARCHITECTURAL DRAWINGS FOR WALL FLASHING DETAILS. REFER TO SHEET M105 FOR CONTINUATION. 11 POOL SKIN EXHAUST LOUVER, AS INDICATED. LOUVER SHALL BE ALIGNED WITH CMU BLOCK COURSING AND LOCATED MAXIMUM OF 8" ABOVE 12" CMU BLOCK WALL. 12 32"x40" AND 32"x30" SUPPLY AIR DUCTWORK UP IN NESTED FITTING TO 32"x70" UP THROUGH ROOF. REFER TO SHEET M105 FOR CONTINUATION. 13 38"x32" AND 46"x32" RETURN AIR DUCTWORK UP IN NESTED FITTING TO 84"x32" UP THROUGH ROOF. REFER TO SHEET M105 FOR CONTINUATION. 14 PERFORATED DUCTWORK, AS INDICATED. REFER TO SCHEDULE ON SHEET M702.15 FIRE DAMPER AT RATED WALL IN DUCTWORK OF SIZE INDICATED. DAMPER ACCESS SHALL BE FROM NORTH SIDE OF WALL. REFER TO SPECIFICATION SECTION 23 30 00 FOR FURTHER REQUIREMENTS. 16 CONNECT 32"x12" COMBUSTION AIR INTAKE DUCTWORK TO EXISTING 32"x12" DUCTWORK AND ROUTE UP THROUGH ROOF. REFER TO SHEET M105 FOR CONTINUATION. REFER TO SECTION ON SHEET M301. 17 RETURN AIR LOUVER, AS INDICATED. SET BOTTOM AT 8" A.F.F. REFER TO SECTION ON SHEET M302. REFER TO SCHEDULE ON SHEET M702. 18 ADD ALTERNATE #2 - HIGH VOLUME LOW SPEED CEILING FAN SUPPORTED FROM STRUCTURE ABOVE, AS INDICATED. REFER TO SCHEDULE ON SHEET M701. 19 MOTORIZED DAMPER IN DUCTWORK OF SIZE AND TYPE INDICATED IMMEDIATELY BELOW ROOF DECK.20 20"x28" AND 20"x24" SUPPLY AIR DUCTWORK UP IN NESTED FITTING TO 20"x52" UP THROUGH ROOF. REFER TO SHEET M105 FOR CONTINUATION. 22 12"ø AL29-4C FLUE FROM POOL HEATER UP THROUGH ROOF. FLUE SIZE IS BASED ON 1,440 MBH INPUT POOL HEATER. SLOPE FLUE BACK TO POOL HEATER AT 1/4" PER FOOT. DO NOT PROVIDE ANY DUCTWORK THAT IS ANGLED LESS THAN 45 DEGREES FROM HORIZONTAL. VERIFY SIZING, MATERIAL AND ROUTING REQUIREMENTS WITH SUCCESSFUL POOL HEATER MANUFACTURER. PRIOR TO PURCHASE, SUBMIT VENT SYSTEM ROUTING SCHEMATIC BASED ON FIELD CONDITIONS FOR ENGINEER'S REVIEW. REFER TO SHEET M105 FOR CONTINUATION. REFER TO AQUATICS PLANS FOR POOL HEATER REQUIREMENTS. 23 12"ø SINGLE WALL COMBUSTION AIR DUCTWORK FROM POOL HEATER UP THROUGH ROOF. DUCTWORK SIZE IS BASED ON 1,440 MBH INPUT POOL HEATER. INSULATE DUCTWORK WITH 1" DUCT WRAP UP TO ROOF DECK. VERIFY SIZING, MATERIAL AND ROUTING REQUIREMENTS WITH SUCCESSFUL POOL HEATER MANUFACTURER. PRIOR TO PURCHASE, SUBMIT VENT SYSTEM ROUTING SCHEMATIC BASED ON FIELD CONDITIONS FOR ENGINEER'S REVIEW. REFER TO SHEET M105 FOR CONTINUATION. REFER TO AQUATICS PLANS FOR POOL HEATER REQUIREMENTS. 24 FIRE/SMOKE DAMPER AT RATED WALL IN DUCTWORK OF SIZE INDICATED. DAMPER ACCESS SHALL BE FROM ROOM '270 STAIR.' REFER TO SPECIFICATION SECTION 23 30 00 FOR FURTHER REQUIREMENTS. 25 16"ø EXISTING DRYER OUTSIDE AIR INTAKE DUCTWORK UP THROUGH ROOF. REFER TO SHEET M105 FOR CONTINUATION. 26 6"ø CPVC CHEMICAL EXHAUST PIPING FROM CHEMICAL EXHAUST FAN UP THROUGH ROOF. CHEMICAL EXHAUST FAN IS BY DIVISION 13. REFER TO SHEET M105 FOR CONTINUATION. REFER TO AQUATICS PLANS FOR FAN REQUIREMENTS. 27 TRANSFER AIR OPENING ABOVE CEILING THROUGH FULL HEIGHT WALL, OF SIZE INDICATED. MULTIPLE OPENINGS ARE ACCEPTABLE IF COMBINED AREAS TOTAL INDICATED AREA. 28 TRANSFER AIR OPENING OF SIZE INDICATED IN TOP OF DUCTWORK. ENSURE 10" CLEAR SPACE ABOVE OPENING FOR TRANSFER AIR PATH. PROVIDE 1/2" BIRD SCREEN ACROSS OPENING. 29 21 TRANSFER AIR GRILLE MOUNTED APPROXIMATELY 6" BELOW ROOF DECK, AS INDICATED. BACKDRAFT DAMPER IN DUCTWORK OF SIZE AND TYPE INDICATED IMMEDIATELY BELOW ROOF DECK.30 14"ø TRANSFER AIR DUCTWORK SHALL ELBOW UP AND TERMINATE OPEN ENDED. PAINT INSIDE OF ELBOW BLACK. PROVIDE 1/2" BIRD SCREEN ACROSS OPENING. 31 EXHAUST GRILLE OVERSIZED TO ACCOMODATE 'OUT OF AIRSTREAM' TYPE FIRE/SMOKE DAMPER, AS INDICATED.32 FIRE DAMPER AT RATED WALL IN DUCTWORK OF SIZE INDICATED. DAMPER ACCESS SHALL BE FROM SOUTH SIDE OF WALL. REFER TO SPECIFICATION SECTION 23 30 00 FOR FURTHER REQUIREMENTS. 33 3CUH-1 7CF-3 (E)26"ø SA (E)24"ø SA (E)22"ø SA (E)18"ø SA CUH-23 2UH-2 ACTIVITY POOL 001 POOL MECH 253 POOL OFFICE 256 W. LOCKERS 221 FAM CHANGING 212 PARTY 211 INDOOR PLAY 205 W. TEAM LOCKERS A106 M. LOCKERS 231 EXIST POOL DECK A109 MATCHLINE M103 E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 EB EC ED EE EF 2 EG Eh 1 3 4 6 76.4 FOYER A101 W. SHOWERS 222 W. TOILETS 223 M. TOILETS 233 M. SHOWERS 232 JAN 229 ACR2 214 CHG 215 ACR3 216 VESTIBULE 201 EXIST LAUNDRY A111 EXIST POOL MECH A112 EXIST ELEC A113 EXIST POOL EQUIP A114 EXIST CHEM A115 EXIST NATATORIUM A110 POOL STORAGE A108 M. TEAM LOCKER A107 MECHANICAL A102 POOL STORAGE 255 CIRC 259 OFFICE 206 KIDS T 207 KID WATCH 288 ELEC 254 ACR1 213 GUARD CHG 257 GUARDS 258 ALT WATER SLIDE 002 VA V - 2 - 4 VAV-2-3 1VAV-2-2 VAV-2-1 1VAV-2-5 VAV-2-6 1VAV-2-7 VAV-2-9 VAV-2-8 36 " ø S A 18x14 SA 14x14 SA 10x12 SA 20x12 SA 10x12 SA 2UH-3 TF-36 EF-35 6"ø CD-1 75 CFM 10"ø CD-1 250 CFM 6"ø CD-1 100 CFM 8"ø SA 6"ø CD-1 50 CFM 6"ø CD-1 50 CFM 10"ø CD-1 250 CFM 6"ø CD-1 50 CFM 26x16 SA 10x8 EA 18 x 1 8 E A 64x72 LVR-2 9,570 CFM 64x72 LVR-3 9,570 CFM 10x10 TA (E)32"ø SA (E)16x14 EA (E)14x12 EA (E)44"ø SA 44x44 SA11 RG-1 8x6 EA 10"ø SD-2 225 CFM 10"ø CD-1 225 CFM 6"ø CD-1 50 CFM 6"ø CD-1 40 CFM 14x12 SA 10x10 SA 8"ø SA8"ø SA 10"ø CD-1 280 CFM TYP.(2) M401 1 6"ø EA 10"ø EA 10"ø EA 10"ø CD-1 250 CFM 44 x 1 8 R A 44x18 RA 52x24 RA 9 (E)14x16 EA 9 6x8 EA9 18x18 EA 9 26x16 SA 9 8x10 EA 9 16x14 EA 9 8"ø EG-2 150 CFM 8"ø EG-2 150 CFM 8"ø EG-2 150 CFM 6"ø EG-2 100 CFM 10"ø EG-2 300 CFM TYP.(2) 10"ø EG-2 250 CFM TYP.(3) STORAGE A105 M. LOCKERS 2 A103 6"ø EG-2 100 CFM 8x6 EG-1 100 CFM 24 x 1 8 S A 16 x 1 4 E A 10"ø EG-2 300 CFM TYP.(2) Q 9 10 L P M 8 M.6 N 7.9 NJ 24x18 SA 20 x 1 6 S A 28x20 SA 18x14 SA 8"ø CD-1 200 CFM TYP.(2) DN 6x8 SA 14"ø SA 10x6 SR-4 225 CFM TYP.(4) 52x24 RA 10x10 8x8 EA 10x12 SA 10"ø CD-1 275 CFM TYP.(2) 10"ø CD-1 325 CFM TYP.(2) 8x8 SG-1 220 CFM TYP.(2) 12x12 EG-1 500 CFM 6"ø CD-1 100 CFM 10"ø CD-1 250 CFM 6"ø CD-1 120 CFM 8"ø CD-1 200 CFM 10"ø CD-1 250 CFM 14 x 1 2 S A 12 x 1 2 S A 10"ø CD-1 300 CFM TYP.(2) 6"ø CD-1 150 CFM 8"ø CD-1 200 CFM 18x50 RA9 8"ø CD-1 150 CFM 8"ø CD-1 150 CFM TYP.(2) 6"ø CD-1 130 CFM 8"ø CD-1 200 CFM 10"ø EG-2 260 CFM TYP.(3) 8"ø EA 10"ø EA 10"ø EA 10"ø EA 24x12 EG-3 1,000 CFM TYP.(2) 10x8 EG-1 300 CFM 10x10 TG-1 450 CFM 42"ø SA 50 x 1 8 R A 32"ø SA 36"ø SA 40x40 SA 11 12"ø24 4"ø 27 24x14 SG-1 1,050 CFM TYP.(2) 4"ø 27 12"ø23 56x48 LVR-4 7,100 CFM 14 " ø S A 1 2 " ø S A 6"ø CD-1 35 CFM LOBBY 202 VESTIBULE A104 10x10 SG-2 480 CFM 8"ø SG-3 240 CFM TYP.(4) 8"ø EG-2 210 CFM TYP.(2) 1168x56 RA (E)8"ø FLUE 9 (E)8"ø FLUE 12 NATORIUM 251 72x104 LVR-1 17,200 CFM 26 x 1 6 S A (E)30"ø SA 30"ø SR-3 500 CFM 6x6 SG-1 125 CFM 6x6 SA 5 2 M302 1 M302 20x10 20x10 SA 24x10 SR-1 980 CFM ANGLE DN. 45° TYP.(4) 64x72 RA UP 22 DN DN (E)16"ø DRYER OA 26 3 M301 M104 32x12 CA 17 18 18 3 M302 DN 10x10 SG-1 400 CFM 8"ø SA 8"ø SA 32"ø SA 24"ø SA RG-2 10x10 SG-1 400 CFM 19CF-4A 19CF-5A 14 x 1 0 E A 18 x 1 6 20x6 EA 10x8 SA 10"ø SA 12"ø SA 8"ø CD-1 200 CFM 8"ø CD-1 200 CFM 8"ø TG-2 200 CFM TYP.(2) 8"ø TA 8"ø SA 8"ø SA 20x14 18x16 EA9 10"ø EG-2 250 CFM TYP.(3) 10"ø SA 10"ø EA 6"ø 18x14 SA 44x18 RA 10"ø EA TYP.(3) 8"ø EA 6"ø 8"ø EA 8"ø 10"ø EA 10"ø EA 10"ø EA (E)10x10 EA B 30 B 30 M 20 B 30 B 30 M 20 12x12 EA 9 B 30 12 x 1 2 S A 12"ø SA 8"ø SA 31 31 14"ø TG-3 14"ø TG-3 20x10 16 10"ø16 20x616 20x6 EA UP10x12 SA 7 M301 20x6 33 DN DN DN DN DN DN UP (E)38"ø SA 24x10 SR-1 980 CFM ANGLE DN. 80° TYP.(4) 24x10 SR-1 980 CFM ANGLE DN. 60° 24x10 SR-1 980 CFM ANGLE DN. 60° TYP.(3) 24x10 SR-1 980 CFM ANGLE DN. 60° 24x10 SR-1 980 CFM ANGLE DN. 60° TYP.(2) (E)EG 200 CFM The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 20 1 6 - 1 0 - 3 1 1 1 : 4 7 : 3 5 C: \ U s e r s \ a b r u e c k \ D o c u m e n t s \ R e v i t \ 1 6 0 2 3 - H V A C - R 1 6 - C e n tr a l _ a b r u e c k @ t h e b a l l a r d g r o u p . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R PWF AB 9-1-2016 16003 MAIN LEVEL HVAC PLAN - SOUTH M104 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O SCALE: 1/8" = 1'-0" MAIN LEVEL HVAC PLAN - SOUTH E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 EB EC ED EE EF 2 A B EG Eh 1 3 4 6 7 A1 A4 AB A5 AE AD AH AC C D E F G A2 A3 AG AF AA 6.4 EF-93 DSCU-14 3EF-10 EF-123 EF-63 EF-23EF-13 RTU-31 RTU-11 (E)PDU-1 EF-53 EF-43 EF-113 6MAU-1 7 7 8 (E)44x44 SA (E)56x68 RA Q 9 10 L P M 8 M.6 K N 7.9 NJ A.1 B.7 H J J.3 40x40 SA 9 RTU-21 PDU-22 7 4"ø 16 4"ø 16 12"ø1312"ø 12 40x32 EA 25 17SA-1 4"ø 20 4"ø 21 4"ø 18 4"ø20 4"ø 21 4"ø 19 4"ø20 4"ø21 4"ø184"ø18 4"ø194"ø19 7 22 (E)8"ø FLUE 68x56 RA 16"ø OA 23 EF-1428 3EF-15 125 32x12 CA 26 27 27 27 27 27 27 27 27 27 27 27 27 3EF-17 8x8 EA88x8 EA8 8"ø EA8 10"ø EA8 ROOF HVAC PLAN KEYNOTES: ROOF TOP UNIT MOUNTED ON 6" CONCRETE PAD AND 14" ROOF CURB, AS INDICATED. ROOF CURB TO MATCH ROOF SLOPE. REFER TO DETAIL ON SHEET M501. REFER TO SCHEDULE ON SHEET M701. (NOTE: ALL KEYNOTES MAY NOT APPLY TO EACH SHEET) 1 POOL DEHUMIDIFICATION UNIT MOUNTED ON 6" CONCRETE PAD AND 14" ROOF CURB, AS INDICATED. ROOF CURB TO MATCH ROOF SLOPE. REFER TO SCHEDULE ON SHEET M701. 2 EXHAUST FAN MOUNTED ON 14" ROOF CURB, AS INDICATED. REFER TO DETAIL ON SHEET M501. REFER TO SCHEDULE ON SHEET M701. 3 DUCTLESS SPLIT SYSTEM CONDENSING UNIT, AS INDICATED. MOUNT UNIT AND CURB ON 6" CONCRETE PAD. PAD SHALL EXTEND PAST UNIT FOOTPRINT 4" IN ALL DIRECTIONS. REFER TO SCHEDULE ON SHEET M702. 4 CHEMICAL EXHAUST FAN MOUNTED ON 14" ROOF CURB, AS INDICATED. REFER TO SCHEDULE ON SHEET M701.5 MAKE-UP AIR UNIT MOUNTED ON 14" ROOF CURB, AS INDICATED. REFER TO SCHEDULE ON SHEET M701.6 DASHED LINE REPRESENTS UNITS CLEARANCE REQUIREMENTS, TYPICAL.7 DUCTWORK OF SIZE AND TYPE INDICATED UP THROUGH ROOF SHALL TERMINATE WITH GOOSENECK, AS INDICATED. REFER TO DETAIL ON SHEET M501. 8 DUCTWORK OF SIZE AND TYPE INDICATED THROUGH EXTERIOR WALL PENETRATION. SEAL AIR AND WATER TIGHT. REFER TO ARCHITECTURAL DRAWINGS FOR WALL FLASHING DETAILS. REFER TO SHEET M104 FOR CONTINUATION. 9 DUCTWORK OF SIZE AND TYPE INDICATED DOWN THROUGH ROOF. REFER TO SHEET M104 FOR CONTINUATION. 10 ROOF MOUNTED INSULATED DUCTWORK OF SIZE AND TYPE INDICATED SHALL BE INSTALLED 18" (MINIMUM) ABOVE ROOF ON PRE-FABRICATED PHP ROOF DUCT SUPPORTS THAT ADHERE TO ROOFING SURFACE, PER S.M.A.C.N.A. STANDARDS. WRAP DUCTWORK IN 2" RIGID INSULATION WITH ALUMINUM WEATHER RESISTANT JACKETING. SLOPE TOP OF INSULATION TO PREVENT WATER PONDING. REFER TO DETAIL ON SHEET M501. 11 12"ø AL29-4C FLUE UP FROM POOL HEATER BELOW SHALL TERMINATE WITH BRIEDERT STYLE FLUE CAP PER DETAIL ON SHEET M501. FLUE SIZE IS BASED ON 1,440 MBH INPUT POOL HEATER. VERIFY SIZING, MATERIAL AND ROUTING REQUIREMENTS WITH SUCCESSFUL POOL HEATER MANUFACTURER. PRIOR TO PURCHASE, SUBMIT VENT SYSTEM ROUTING SCHEMATIC BASED ON FIELD CONDITIONS FOR ENGINEER'S REVIEW. REFER TO SHEET M104 FOR CONTINUATION. REFER TO AQUATICS PLANS FOR POOL HEATER REQUIREMENTS. 12 12"ø SINGLE WALL COMBUSTION AIR DUCTWORK UP FROM POOL HEATER SHALL TERMINATE PER DETAIL ON SHEET M501. DUCTWORK SIZE IS BASED ON 1,440 MBH INPUT POOL HEATER. VERIFY SIZING, MATERIAL AND ROUTING REQUIREMENTS WITH SUCCESSFUL POOL HEATER MANUFACTURER. PRIOR TO PURCHASE, SUBMIT VENT SYSTEM ROUTING SCHEMATIC BASED ON FIELD CONDITIONS FOR ENGINEER'S REVIEW. REFER TO SHEET M104 FOR CONTINUATION. REFER TO AQUATICS PLANS FOR POOL HEATER REQUIREMENTS. 13 6"ø AL29-4C FLUE UP FROM POOL HEATER SHALL TERMINATE WITH BRIEDERT STYLE FLUE CAP PER DETAIL ON SHEET M501. FLUE SIZE IS BASED ON 650 MBH INPUT POOL HEATER. VERIFY SIZING, MATERIAL AND ROUTING REQUIREMENTS WITH SUCCESSFUL POOL HEATER MANUFACTURER. PRIOR TO PURCHASE, SUBMIT VENT SYSTEM ROUTING SCHEMATIC BASED ON FIELD CONDITIONS FOR ENGINEER'S REVIEW. REFER TO SHEET M104 FOR CONTINUATION. REFER TO AQUATICS PLANS FOR POOL HEATER REQUIREMENTS. 14 6"ø COMBUSTION AIR DUCTWORK UP FROM POOL HEATER SHALL TERMINATE PER DETAIL ON SHEET M501. DUCT SIZE IS BASED ON 650 MBH INPUT POOL HEATER. VERIFY SIZING, MATERIAL AND ROUTING REQUIREMENTS WITH SUCCESSFUL POOL HEATER MANUFACTURER. PRIOR TO PURCHASE, SUBMIT VENT SYSTEM ROUTING SCHEMATIC BASED ON FIELD CONDITIONS FOR ENGINEER'S REVIEW. REFER TO SHEET M104 FOR CONTINUATION. REFER TO AQUATICS PLANS FOR POOL HEATER REQUIREMENTS. 15 6"ø CPVC CHEMICAL EXHAUST PIPING UP FROM CHEMICAL EXHAUST FAN BELOW. TERMINATE WITH GOOSENECK FITTING 3'-0" ABOVE ROOF SURFACE PER DETAIL ON SHEET M501. REFER TO SHEET M104 FOR CONTINUATION. REFER TO AQUATICS PLANS FOR CHEMICAL EXHAUST FAN REQUIREMENTS. 16 SOUND ATTENUATOR, AS INDICATED. REFER TO SCHEDULE ON SHEET M702.17 FLUE OF SIZE INDICATED UP FROM WATER HEATER BELOW. TERMINATE PER MANUFACTURER'S REQUIREMENTS. REFER TO SHEET M104 FOR CONTINUATION. REFER TO DETAIL ON SHEET M501. 18 COMBUSTION AIR VENT PIPING OF SIZE INDICATED UP THROUGH ROOF FROM WATER HEATER BELOW. TERMINATE PER MANUFACTURER'S REQUIREMENTS. REFER TO SHEET M104 FOR CONTINUATION. REFER TO DETAIL ON SHEET M501. 19 FLUE OF SIZE INDICATED UP THROUGH ROOF FROM BOILER BELOW. TERMINATE PER MANUFACTURER'S REQUIREMENTS. REFER TO SHEET M104 FOR CONTINUATION. REFER TO DETAIL ON SHEET M501. 20 COMBUSTION AIR VENT PIPING OF SIZE INDICATED UP THROUGH ROOF FROM BOILER BELOW. TERMINATE PER MANUFACTURER'S REQUIREMENTS. REFER TO SHEET M104 FOR CONTINUATION. REFER TO DETAIL ON SHEET M501. 21 REFRIGERANT SUCTION & REFRIGERANT LIQUID PIPING UP THROUGH ROOF FROM MAIN LEVEL. REFER TO SHEET M203 FOR CONTINUATION. 22 16"ø DRYER OUTSIDE AIR INTAKE VENT UP FROM BELOW SHALL TERMINATE WITH MANUFACTURER APPROVED ROOF CAP 36" ABOVE FINISHED ROOF, AS INDICATED. 23 DUCTWORK DROP SHALL BE A MINIMUM OF 4'-0" FROM PARAPET WALL TO ALLOW ROOF ACCESS BY WALKING UNDER DUCTWORK. REFER TO SECTION ON SHEET M302. 24 ROOF MOUNTED DUCTWORK OF SIZE AND TYPE INDICATED SHALL BE INSTALLED 18" (MINIMUM) ABOVE ROOF ON PRE- FABRICATED PHP ROOF DUCT SUPPORTS THAT ADHERE TO ROOFING SURFACE, PER S.M.A.C.N.A. STANDARDS. 25 DUCTWORK OF SIZE AND TYPE INDICATED UP THROUGH ROOF SHALL TERMINATE 36" ABOVE FINISHED ROOF WITH GOOSENECK FITTING. REFER TO SHEET M104 FOR CONTINUATION. REFER TO SECTION ON SHEET M301. REFER TO DETAIL ON SHEET M501. 26 ROOF PENETRATION THROUGH EXISTING ROOF. SEAL AIR AND WATER TIGHT. REFER TO ARCHITECTURAL DRAWINGS FOR ROOF FLASHING DETAILS. 27 MOUNT EXHAUST FAN ON EXISTING ROOF CURB WITH 14" ADAPTER CURB, AND CONNECT TO EXISTING 14"x16" EXHAUST AIR DUCTWORK DOWN THROUGH ROOF, AS INDICATED. REFER TO DETAIL ON SHEET M501. REFER TO SCHEDULE ON SHEET M701. 28 E10 E11 E12 E13 E14 EB EC ED EE EF EG Eh 6 76.4 Q 9 10 L P M 8 M.6 N 7.9 NJ EF-6 PDU-1 EF-5 EF-4 (E)44x44 SA 56x68 RA 40x40 SA RTU-2 PDU-2 40x32 EA SA-1 4"ø 4"ø 4"ø4"ø 4"ø 4"ø 4"ø 4"ø 4"ø4"ø 4"ø4"ø (E)68x56 RA EF-14 44x44 SA 2PDU-1A 38x38 RA11 36x36 SA 11 REMOVE EXISTING PDU AND ASSOCIATED DUCTWORK AS INDICATED. MAINTAIN EXISTING EXTERIOR DUCTWORK RISE & ENTRY INTO BUILDING. CONNECT NEW DUCTWORK TO BASE OF EXISTING EXTERIOR RISE. 36x36 SA 11 38x38 RA 11 MAINTAIN EXISTING DUCTWORK PENETRATION THROUGH WALL. CONNECT NEW DUCTWORK AS INDICATED. 24 24 EF-17 38x38 RA The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/16" = 1'-0" 20 1 6 - 1 0 - 3 1 1 1 : 4 7 : 4 8 C: \ U s e r s \ a b r u e c k \ D o c u m e n t s \ R e v i t \ 1 6 0 2 3 - H V A C - R 1 6 - C e n tr a l _ a b r u e c k @ t h e b a l l a r d g r o u p . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R PWF AB 9-1-2016 16003 ROOF HVAC PLAN M105 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O SCALE: 1/16" = 1'-0" ROOF HVAC PLAN SCALE: 1/16" = 1'-0" ADD ALTERNATE #2 ROOF HVAC PLAN DN A B C DN 2 A B 3 4 6 7 A1 A4 AB A5 AE AD AH AC C D E F G A2 A3 AG AF AA 6.4 UH-42 1VAV-3-12 VAV-3-131 VAV-3-141 VAV-3-151 VAV-3-161 1VAV-3-18 1VAV-3-17 1VAV-3-11 1VAV-3-10 1 1/2"1 1/2" H W S H W R MP GROUP EX 124 STAIR 120 ? ? ELEV 117 EMP ENTRY 103 COMMUNITY KITCHEN 142 KITCHEN 112 VEST 101LOUNGE 102 WOMEN 104 COMMUNITY 141 EXIT STAIR S10 GYM 131 GYM STORAGE 132 P&R DIRECTOR 108 STORAGE 143 MEN 110 CLASSROOM 114 RECV & STOR 115 STOR 113 WOMEN 111 STRENGTH 123 MEN 105 GAMES 106 STAFF 107 ELEC 109 JR GOLF 121 HITTING 122 STORAGE 118 VAV-3-191 VAV-3-201 1VAV-3-21 1VAV-3-22 9 108 K 7.9 A.1 B.7 H J J.3 3CUH-3 CUH-43 2UH-5 CUH-53 T T T T T T T T T HW S HW R TO VAV-3-13 TO VAV-3-12 T T TO VAV-3-15 T TO VAV-3-16 T TO VAV-3-17 T T TO VAV-3-21 T TO VAV-3-19 T TO VAV-3-20 T TO VAV-3-22 2"5 2"5 2"2" 1 1/2"1 1/2" 1 1/2"1 1/2" 1 1/4"1 1/4" 1"1" 3/4"3/4" 1"1" 6 6 125 $ TO EF-13 1 1/4"1 1/4" 1"1" 1"1"1 1/4"1 1/4" TO CF-1 $ TO CF-2 $ TO RTU-1 T H 7 H HH H C O2 C O2 C O2 8 8 8 $ TO EF-10 $ TO EF-13 T TO TF-2 LOWER LEVEL HVAC PIPING PLAN KEYNOTES: (NOTE: NOT ALL KEYNOTES APPLY TO EACH SHEET) VARIABLE AIR VOLUME TERMINAL UNIT WITH HYDRONIC HEATING COIL, TYPICAL. HATCHED AREA REPRESENTS UNIT'S CLEARANCE REQUIREMENTS. REFER TO DETAIL ON SHEET M501. REFER TO SCHEDULE ON SHEET M701. 1 HYDRONIC UNIT HEATER MOUNTED FROM STRUCTURE ABOVE, AS INDICATED. REFER TO DETAIL ON SHEET M502. REFER TO SCHEDULE ON SHEET M702. 2 HYDRONIC CABINET UNIT HEATER, AS INDICATED. REFER TO DETAIL ON SHEET M502. REFER TO SCHEDULE ON SHEET M702. 3 DUCTLESS SPLIT SYSTEM INDOOR UNIT, AS INDICATED. REFER TO SHEET M105 FOR CONDENSING UNIT LOCATION. REFER TO SCHEDULE ON SHEET M702. 4 PIPING OF SIZE INDICATED UP TO MAIN LEVEL. REFER TO SHEET M203 FOR CONTINUATION.5 6 PROVIDE UNIT WITH 3-WAY CONTROL VALVE. 7 PROVIDE SENSOR WITH PROTECTIVE WIRE GUARD ENCLOSURE, AS INDICATED. 8 IN EVENT THAT C02 SENSOR IS NOT INTEGRAL TO TEMPERATURE SENSOR, CO2 SENSOR SHALL BE INSTALLED 2" ABOVE TEMPERATURE SENSOR TO PREVENT CO2 SENSOR HEAT FROM AFFECTING TEMPERATURE READING. The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 20 1 6 - 1 0 - 3 1 1 1 : 4 7 : 5 6 C: \ U s e r s \ a b r u e c k \ D o c u m e n t s \ R e v i t \ 1 6 0 2 3 - H V A C - R 1 6 - C e n tr a l _ a b r u e c k @ t h e b a l l a r d g r o u p . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R PWF AB 9-1-2016 16003 LOWER LEVEL HVAC PIPING PLAN M202 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O SCALE: 1/8" = 1'-0" LOWER LEVEL HVAC PIPING PLAN A B C MAIN LEVEL HVAC PIPING PLAN KEYNOTES: (NOTE: NOT ALL KEYNOTES APPLY TO EACH SHEET) VARIABLE AIR VOLUME TERMINAL UNIT WITH HYDRONIC HEATING COIL, TYPICAL. HATCHED AREA REPRESENTS UNIT'S CLEARANCE REQUIREMENTS. REFER TO DETAIL ON SHEET M501. REFER TO SCHEDULE ON SHEET M701. 1 HYDRONIC UNIT HEATER MOUNTED FROM STRUCTURE ABOVE, AS INDICATED. REFER TO DETAIL ON SHEET M502. REFER TO SCHEDULE ON SHEET M702. 2 HYDRONIC CABINET UNIT HEATER, AS INDICATED. REFER TO DETAIL ON SHEET M502. REFER TO SCHEDULE ON SHEET M702. 3 DUCTLESS SPLIT SYSTEM INDOOR UNIT, AS INDICATED. REFER TO SHEET M105 FOR CONDENSING UNIT LOCATION. REFER TO SCHEDULE ON SHEET M702. 4 PIPING OF SIZE INDICATED DOWN TO LOWER LEVEL.5 REFRIGERANT SUCTION AND REFRIGERANT LIQUID PIPING UP THROUGH ROOF. REFER TO SHEET M105 FOR CONTINUATION. 6 TEMPERATURE SENSOR MOUNTED ON WALL IN ELEVATOR SHAFT APPROXIMATELY 1'-0" BELOW ROOF DECK, AS INDICATED. ENSURE MOUNTING LOCATION DOES NOT INTERFERE WITH ELEVATOR OPERATION. 7 CONNECT TO EXISTING HEATING WATER SUPPLY AND RETURN PIPING. COORDINATE EXISTING HEATING WATER SYSTEM SHUTDOWN WITH OWNER OR PROVIDE HOT TAPS. 8 ADJACENT SPACE PRESSURE SENSOR. SET FLUSH WITH CEILING. T.C.C. TO SET SENSOR AND ROUTE TUBING TO PDU-2. NATATORIUM PRESSURE SENSOR, AS INDICATED. SET ON WALL AS HIGH AS POSSIBLE, APPROXIMATELY 22'-0". T.C.C. SHALL SET SENSOR AND ROUTE TUBING TO PDU-2. 11 PDU-2 REMOTE USER TERMINAL, AS INDICATED.12 PDU-2 PUSH BUTTON PURGE MODE SWITCH WITH PILOT LIGHT, BY T.C.C.13 CONNECT TO EXISTING HEATING WATER SUPPLY AND RETURN PIPING. COORDINATE EXISTING HEATING WATER SYSTEM SHUTDOWN WITH OWNER OR PROVIDE HOT TAPS. 9 10 ADD ALTERNATE #2 - ADJACENT SPACE PRESSURE SENSOR. SET FLUSH WITH CEILING. T.C.C. TO SET SENSOR AND ROUTE TUBING TO PDU-1A. 14 ADD ALTERNATE #2 - NATATORIUM PRESSURE SENSOR, AS INDICATED. SET ON WALL AS HIGH AS POSSIBLE, APPROXIMATELY 20'-0". T.C.C. SHALL SET SENSOR AND ROUTE TUBING TO PDU-1A. 15 ADD ALTERNATE #2 - PDU-1A PUSH BUTTON PURGE MODE SWITCH WITH PILOT LIGHT, BY T.C.C.17 ADD ALTERNATE #2 - PDU-1A REMOTE USER TERMINAL, AS INDICATED.16 IN EVENT THAT C02 SENSOR IS NOT INTEGRAL TO TEMPERATURE SENSOR, CO2 SENSOR SHALL BE INSTALLED 2" ABOVE TEMPERATURE SENSOR TO PREVENT CO2 SENSOR HEAT FROM AFFECTING TEMPERATURE READING. 18 M/P GROUP EX 262 ST. 263 EXIT STAIR S10 MATCH LINE M204 2 A B 3 4 6 7 A1 A4 AB A5 AE AD AH AC C D E F G A2 A3 AG AF AA 6.4 REFER TO ROOF HVAC PLAN FOR EQUIPMENT LOCATED ON THIS LOW ROOF AREA. MEN 203 WOMEN 204 ADMIN 271 DESK STAFF 272 EXEC DIR 281 ASST 279 WATER & FIRE ENTRY 273 IT 274 HR 283 FACILITY DIR 285 FINANCE 287 TEMP 284 COPY 278 LAN 276 MARKET 277 CONFERENCE 275 ELEC 282 2" 2" 3/4"3/4" DSIU-14 9 10 L 8 K 7.9 A.1 B.7 H J J.3 1VAV-3-1 VAV-3-31 VAV-3-41 1VAV-3-5 VAV-3-21 VAV-3-6 1VAV-3-9 2" 52" 5 VAV-3-71 1VAV-3-23 VAV-3-81 T T T T T TO VAV-3-7 T TO VAV-3-8 T T H W RHWS 1 1/4"1 1/4"1"1" 3/4"3/4" 6 T VAV-3-24 T TO EF-15 7 LOBBY 202 NATORIUM 251 CARDIO 261 HWS HWR 2 1/2"2 1/2" 2 1/2"2 1/2" H W RHWS 1 1/2"1 1/2" 125 T TO VAV-3-9 STAIR 270 ST. 263a EXIT STAIR S20 TO VAV-3-24 2"2" 2"2" TO VAV-3-5 TO VAV-3-6 TO VAV-3-4 TO VAV-3-3 TO VAV-3-2TO VAV-3-1 M203 UH-12 H OS TO EF-7 OS TO EF-8 $ TO EF-9 T TO TF-1 The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 20 1 6 - 1 0 - 3 1 1 1 : 4 8 : 0 5 C: \ U s e r s \ a b r u e c k \ D o c u m e n t s \ R e v i t \ 1 6 0 2 3 - H V A C - R 1 6 - C e n tr a l _ a b r u e c k @ t h e b a l l a r d g r o u p . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R PWF AB 9-1-2016 16003 MAIN LEVEL HVAC PIPING PLAN - NORTH M203 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O SCALE: 1/8" = 1'-0" MAIN LEVEL HVAC PIPING PLAN - NORTH M203 E1 E2 E3 E4 E5 E7 E8 E9 E10 E11 E12 E13 E14 EB EC ED EE EF 2 EG Eh 1 3 4 6 76.4 POOL MECH 253 POOL OFFICE 256 W. LOCKERS 221 FAM CHANGING 212 PARTY 211 INDOOR PLAY 205 W. TEAM LOCKERS A106 M. LOCKERS 231 FOYER A101 EXIST POOL DECK A109 W. SHOWERS 222 W. TOILETS 223 M. TOILETS 233 M. SHOWERS 232 JAN 229 ACR1 213 ACR2 214 CHG 215 ACR3 216 VESTIBULE 201 LOBBY 202 EXIST LAUNDRY A111 EXIST POOL MECH A112 EXIST ELEC A113 EXIST POOL EQUIP A114 EXIST CHEM A115 EXIST NATATORIUM A110 POOL STORAGE A108 M. TEAM LOCKER A107 MECHANICAL A102 POOL STORAGE 255 CIRC 259 OFFICE 206 KIDS T 207 KID WATCH 288 ELEC 254 GUARD CHG 257 GUARDS 258 ALT WATER SLIDE 002 (E)2 1/2"(E)2 1/2" HWR HWS PWS PWR (E)3"(E)3" (E)2 1/2"(E)2 1/2" (E)2 1/2" (E)2" CD UP TO (E)PDU ABOVE (E)2 1/2" HWS & HWR UP TO (E)PDU ABOVE (E)3" PWS & PWR UP TO (E)PDU ABOVE (E)3"(E)3" HW R HW S 1VAV-2-7 1VAV-2-9 VAV-2-61 VAV-2-41 1VAV-2-8 1VAV-2-3 1VAV-2-2 VAV-2-51 Q 9 10 L P M 8 M.6 N 7.9 NJ CUH-13 2UH-3 CUH-23 UH-22 VAV-2-11 T TO VAV-2-1 T TO VAV-2-2 T T T PWSPWR HWS HWR TO VAV-2-3 TO VAV-2-5 TO VAV-2-9 T T TT TT T T M401 1 ACTIVITY POOL 001 STORAGE A105 M. LOCKERS 2 A103 VESTIBULE A104 NATORIUM 251 2 1/2"2 1/2" HW R HW S HWR HWS 1"1" 3/4"3/4" 3/4"3/4" 1"1"1"1" 2 1/2"2 1/2" H W RHWS 5 TO VAV-2-4 TO VAV-2-6 TO VAV-2-8 VESTIBULE 201 VESTIBULE 201 TO VAV-3-24 VESTIBULE 201 VESTIBULE 201 VESTIBULE 201 M204 MATCH LINE P TO PDU-2 10 P11 TO PDU-2 12 $PL 13 P 15 TO PDU-1A P 14 TO PDU-1A 16 $PL 17 HWR HWS 3/4"3/4" TO CF-3 $ TO CF-4A $ TO CF-5A $ CO2 CO2 CO2 CO2 CO2 18 18 18 18 18 TO EF-1 T TO EF-2 P OS TO EF-3 TO EF-5 T 2 1/2" TO MAU-1 T 1"1" MAIN LEVEL HVAC PIPING PLAN KEYNOTES: (NOTE: NOT ALL KEYNOTES APPLY TO EACH SHEET) VARIABLE AIR VOLUME TERMINAL UNIT WITH HYDRONIC HEATING COIL, TYPICAL. HATCHED AREA REPRESENTS UNIT'S CLEARANCE REQUIREMENTS. REFER TO DETAIL ON SHEET M501. REFER TO SCHEDULE ON SHEET M701. 1 HYDRONIC UNIT HEATER MOUNTED FROM STRUCTURE ABOVE, AS INDICATED. REFER TO DETAIL ON SHEET M502. REFER TO SCHEDULE ON SHEET M702. 2 HYDRONIC CABINET UNIT HEATER, AS INDICATED. REFER TO DETAIL ON SHEET M502. REFER TO SCHEDULE ON SHEET M702. 3 DUCTLESS SPLIT SYSTEM INDOOR UNIT, AS INDICATED. REFER TO SHEET M105 FOR CONDENSING UNIT LOCATION. REFER TO SCHEDULE ON SHEET M702. 4 PIPING OF SIZE INDICATED DOWN TO LOWER LEVEL.5 REFRIGERANT SUCTION AND REFRIGERANT LIQUID PIPING UP THROUGH ROOF. REFER TO SHEET M105 FOR CONTINUATION. 6 TEMPERATURE SENSOR MOUNTED ON WALL IN ELEVATOR SHAFT APPROXIMATELY 1'-0" BELOW ROOF DECK, AS INDICATED. ENSURE MOUNTING LOCATION DOES NOT INTERFERE WITH ELEVATOR OPERATION. 7 CONNECT TO EXISTING HEATING WATER SUPPLY AND RETURN PIPING. COORDINATE EXISTING HEATING WATER SYSTEM SHUTDOWN WITH OWNER OR PROVIDE HOT TAPS. 8 ADJACENT SPACE PRESSURE SENSOR. SET FLUSH WITH CEILING. T.C.C. TO SET SENSOR AND ROUTE TUBING TO PDU-2. NATATORIUM PRESSURE SENSOR, AS INDICATED. SET ON WALL AS HIGH AS POSSIBLE, APPROXIMATELY 22'-0". T.C.C. SHALL SET SENSOR AND ROUTE TUBING TO PDU-2. 11 PDU-2 REMOTE USER TERMINAL, AS INDICATED.12 PDU-2 PUSH BUTTON PURGE MODE SWITCH WITH PILOT LIGHT, BY T.C.C.13 CONNECT TO EXISTING HEATING WATER SUPPLY AND RETURN PIPING. COORDINATE EXISTING HEATING WATER SYSTEM SHUTDOWN WITH OWNER OR PROVIDE HOT TAPS. 9 10 ADD ALTERNATE #2 - ADJACENT SPACE PRESSURE SENSOR. SET FLUSH WITH CEILING. T.C.C. TO SET SENSOR AND ROUTE TUBING TO PDU-1A. 14 ADD ALTERNATE #2 - NATATORIUM PRESSURE SENSOR, AS INDICATED. SET ON WALL AS HIGH AS POSSIBLE, APPROXIMATELY 20'-0". T.C.C. SHALL SET SENSOR AND ROUTE TUBING TO PDU-1A. 15 ADD ALTERNATE #2 - PDU-1A PUSH BUTTON PURGE MODE SWITCH WITH PILOT LIGHT, BY T.C.C.17 ADD ALTERNATE #2 - PDU-1A REMOTE USER TERMINAL, AS INDICATED.16 IN EVENT THAT C02 SENSOR IS NOT INTEGRAL TO TEMPERATURE SENSOR, CO2 SENSOR SHALL BE INSTALLED 2" ABOVE TEMPERATURE SENSOR TO PREVENT CO2 SENSOR HEAT FROM AFFECTING TEMPERATURE READING. 18 The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 20 1 6 - 1 0 - 3 1 1 1 : 4 8 : 1 9 C: \ U s e r s \ a b r u e c k \ D o c u m e n t s \ R e v i t \ 1 6 0 2 3 - H V A C - R 1 6 - C e n tr a l _ a b r u e c k @ t h e b a l l a r d g r o u p . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R PWF AB 9-1-2016 16003 MAIN LEVEL HVAC PIPING PLAN - SOUTH M204 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O SCALE: 1/8" = 1'-0" MAIN LEVEL HVAC PIPING PLAN - SOUTH T ectonic Cop yright 2007 T ectonic Cop yright 2007 UPPER LEVEL 0' - 0" GYM FLOOR -16' - 9" GYM ROOF 21' - 0" A B C D E F GA.1 B.7 H J CF-2CF-1 38"ø SA32"ø SA 40"ø RA 40x40 SA 40x40 SA 24"ø SA 18x12 SR-2 845 CFM 18x12 SR-2 845 CFM 24"ø SA 18x12 SR-2 845 CFM 18x12 SR-2 845 CFM RTU-1 MP GROUP EX 124 M/P GROUP EX 262 GYM 131 GYM STORAGE 132 18"ø SA 10x4 SG- 175 CFM UPPER LEVEL 0' - 0" TOP EX 12' - 4" E10 E11 EXISTING FFE 0' - 0" EF-4 4"ø CA 4"ø CA 4"ø CA CP-3CP-2 CP-1 B-2 B-3B-1 16x16 EG-1 500 CFM 16x16 EA P-2 P-1 ET-1 AS-1 4"ø FLUE 4"ø FLUE 4"ø FLUE 2"2" 2"2"2 1/2" 2 1/2"2 1/2" 2 1/2"2 1/2" 3/4" MECHANICAL A102 2 1/2" FOYER A101 M. LOCKERS 2 A103 2"UPPER LEVEL 0' - 0" TOP EX 12' - 4" EGEh EXISTING FFE 0' - 0" LOCKER ROOF 15' - 0" NJ EXIST POOL MECH A112 GUARD CHG 257 12x32 CA (E)12x32 CA 3' - 0" UPPER LEVEL 0' - 0" LOWER LEVEL -15' - 0" REC ROOF 2' - 0" AB ADAC 26x18 SA VAV-3-19 18x18 SA 10"ø SA 10"ø CD-1 235 CFM 30x24 TA OPENING 10"ø SD-1 235 CFM 10"ø SD-1 235 CFM 10"ø SD-1 235 CFM 12x14 SA 18x18 SA LOUNGE 102 COMMUNITY 141 UPPER LEVEL 0' - 0" TOP EX 12' - 4" Eh EXISTING FFE 0' - 0" LOCKER ROOF 15' - 0" NJ ET-1 3/4" AS-1 P-1 P-2 WATER HEATER RE: PLUMBING PLANS 16x16 EG-1 500 CFM EF-4 4"ø CA 4"ø FLUE HWR HW S 2 1/2" 2 1/2" 2 1/2" 2 1/2" 16x16 EA W. LOCKERS 221 MECHANICAL A102 M. LOCKERS 2 A103 UPPER LEVEL 0' - 0" TOP EX 12' - 4" T.O.S 22' - 6" EXISTING FFE 0' - 0" L 70x36 TG-114x14 SA VAV-3-7 8"ø SA 24"ø SA LOBBY 202 14x14 SA 24"ø SA TOP EX 12' - 4" EGEh EXISTING FFE 0' - 0" LOCKER ROOF 15' - 0" NJ FIRE DAMPER FIRE DAMPER 14x16 EA 12x12 SA18x14 SA 6"ø SA 6x20 EA 10"ø EA 10"ø EA 6x20 EA 10"ø EA 10"ø EA The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/4" = 1'-0" 20 1 6 - 1 0 - 3 1 1 1 : 4 8 : 3 0 C: \ U s e r s \ a b r u e c k \ D o c u m e n t s \ R e v i t \ 1 6 0 2 3 - H V A C - R 1 6 - C e n tr a l _ a b r u e c k @ t h e b a l l a r d g r o u p . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R PWF AB 9-1-2016 16003 HVAC SECTIONS M301 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O SCALE: 1/4" = 1'-0"M301 1 GYMNASIUM HVAC SECTION SCALE: 1/4" = 1'-0"M301 2 MECHANICAL ROOM HVAC SECTION I SCALE: 1/4" = 1'-0"M301 3 (E)POOL MECHANICAL ROOM HVAC SECTION SCALE: 1/4" = 1'-0"M301 4 COMMUNITY ROOM HVAC SECTION SCALE: 1/4" = 1'-0"M301 5 MECHANICAL ROOM HVAC SECTION II SCALE: 1/4" = 1'-0"M301 6 TRACK/CARDIO TRANSFER AIR SECTION SCALE: 1/4" = 1'-0"M301 7 EF-6 EXHAUST AIR DUCTWORK SECTION T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007T ectonic Cop yright 2007T ectonic Cop yright 2007T ectonic Cop yright 2007T ectonic Cop yright 2007T ectonic Cop yright 2007 UPPER LEVEL 0' - 0" POOL ROOF 24' - 0" TOP EX 12' - 4" T.O.S 22' - 6" E12E13 EXISTING FFE 0' - 0" 2 M302 72x104 LVR-1 17,200 CFM 32"ø SA 18x72 RA 18x72 RA 56x68 RA 52x72 RA 52x72 RA POOL ROOF 24' - 0" TOP EX 12' - 4" T.O.S 22' - 6" EBECEDEEEF EXISTING FFE 0' - 0" (E)56x36 RA (E)32"ø SA (2)72x18 RA SHALL REPLACE EXISTING DUCTWORK EXISTING DUCTWORK ELBOW TO REMAIN 72x104 LVR-1 17,200 CFM 32"ø SA (E)44"ø SA 12"ø SA 8"ø SA 8"ø SA EXIST POOL DECK A109 STORAGE A105 (E)48" DEEP GLUELAM (E)22" DEEP JOISTS BEYOND WALL. MANUAL VOLUME DAMPER NEW ALUMINUM DUCTWORK. PAINT TO MATCH EXISTING. PENETRATE WALL AT MID POINT OF JOISTS BEYOND (APPROXIMATEL 10'-0" AFF) 0' - 8 " UPPER LEVEL 0' - 0" POOL ROOF 24' - 0" T.O.S 22' - 6" 676.4 EXISTING FFE 0' - 0" LOCKER ROOF 15' - 0" 8 7.9 5 42"ø SA 18x44 RA 52x24 RA 64x72 LVR-2 9,570 CFM 64x72 LVR-3 9,570 CFM ACTIVITY POOL 001W. LOCKERS 221 FAM CHANGING 212 ACR1 213 ALT WATER SLIDE 002 PDU-2 24x52 RA 24x52 RA 18x44 RARETURN AIR PLENUM BOX CF-3 24x10 SR-1 980 CFM 24x10 SR-1 980 CFM 40x32 EA 24x10 SR-1 980 CFM 40x40 SA 36"ø SA 24x52 RA 18x44 RA The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/4" = 1'-0" 20 1 6 - 1 0 - 3 1 1 1 : 4 8 : 3 6 C: \ U s e r s \ a b r u e c k \ D o c u m e n t s \ R e v i t \ 1 6 0 2 3 - H V A C - R 1 6 - C e n tr a l _ a b r u e c k @ t h e b a l l a r d g r o u p . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R PWF AB 9-1-2016 16003 HVAC SECTIONS M302 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O SCALE: 1/4" = 1'-0"M302 1 PDU-1A RETURN AIR DUCTWORK SECTION SCALE: 1/4" = 1'-0"M302 2 (E)NATATORIUM RETURN AIR DUCTWORK SECTION SCALE: 1/4" = 1'-0"M302 3 PDU-2 DUCTWORK SECTION E10 E11 Eh P-24 P-14 2ET-1 B-31B-21B-11 CP-3 3AS-1 MECHANICAL A102 EPO CP-2CP-1 16x16 EA 9 8 16x16 EG-1 500 CFM 10 10 10 HWS 2" 2" 2" 2" 2 1/2" 2 1/2" 5 4"ø 6 4"ø7 4"ø 6 4"ø6 4"ø7 4"ø 7 4"ø 6 4"ø 6 4"ø7 4"ø7 4"ø 6 4"ø 7 2 1/2" HWR 2 1/2" 2 1/2" 2 M301 2 1/2"2 1/2" 5 M301 TO EF-4 T B 12 ENLARGED SCALE MECHANICAL ROOM PLAN KEYNOTES: WALL HUNG CONDENSING BOILER WITH ASSOCIATED CIRCULATION PUMP BELOW. REFER TO DETAIL ON SHEET M502. REFER TO SCHEDULE ON SHEET M702. HYDRONIC EXPANSION TANK SET ON 4" CONCRETE HOUSEKEEPING PAD. REFER TO DETAIL ON SHEET M502. REFER TO SCHEDULE ON SHEET M702. 1 HYDRAULIC/AIR/DIRT SEPARATOR SUPPORTED FROM STRUCTURE ABOVE. REFER TO DETAIL ON SHEET M502. REFER TO SCHEDULE ON SHEET M702. INLINE SYSTEM PUMPS STACKED ONE ABOVE THE OTHER AND RACKED ON WALL. REFER TO DETAIL ON SHEET M502. REFER TO SCHEDULE ON SHEET M702. DDC FRONT END CONTROL PANEL, AS INDICATED. CPVC FLUE THROUGH ROOF OF SIZE INDICATED. REFER TO SHEET M105 FOR CONTINUATION. SLOPE FLUE BACK TO BOILER AT 1/4" PER FOOT. PVC COMBUSTION AIR DUCTWORK THROUGH ROOF OF SIZE INDICATED. REFER TO SHEET M105 FOR CONTINUATION. BOILER ROOM EPO SWITCH BY T.C.C., AS INDICATED. EXHAUST DUCTWORK OF SIZE INDICATED UP THROUGH ROOF TO EXHAUST FAN ABOVE. TRANSITION TO UNIT OPENING SIZE. PROVIDE FLEXIBLE CONNECTION. REFER TO SHEET M105 FOR CONTINUATION. GAS FIRED WATER HEATER BY DIVISION 22 SHOWN FOR COORDINATION PURPOSES ONLY. PROVIDE VENTING SYSTEM AS INDICATED. REFER TO PLUMBING DRAWINGS FOR REQUIREMENTS. 2 3 4 5 6 7 8 9 10 HEATING WATER CIRCULATION PUMP, AS INDICATED. REFER TO DETAIL ON SHEET M502. REFER TO SCHEDULE ON SHEET M702. 11 BACKDRAFT DAMPER IN DUCTWORK OF SIZE AND TYPE INDICATED IMMEDIATELY BELOW ROOF DECK.12 The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/2" = 1'-0" 20 1 6 - 1 0 - 3 1 1 1 : 4 8 : 3 9 C: \ U s e r s \ a b r u e c k \ D o c u m e n t s \ R e v i t \ 1 6 0 2 3 - H V A C - R 1 6 - C e n tr a l _ a b r u e c k @ t h e b a l l a r d g r o u p . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R PWF AB 9-1-2016 16003 ENLARGED MECHANICAL ROOM HVAC PLAN M401 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O SCALE: 1/2" = 1'-0" ENLARGED SCALE MECHANICAL ROOM PLAN 7 M501 6 M501 8 M501 M501 53 M501 4 M501 14 M501 2 M501 10 M501 12 M501 13 M501 15 M501 M501 1 11 M501 M501 9 16 M501 17 M501 18 M501 19 M501 CEILING DIFFUSER DETAILBRANCH DUCT TAKE-OFF DETAIL DUCT STRAP HANGER DETAIL EXPOSED DUCT SUPPLY REGISTER DETAILEXPOSED ROUND DUCT SUPPORT EXPOSED ROUND DUCT SUPPORT ROOF EXHAUST FAN DETAIL EXPOSED ROUND DUCT SUPPORT INSTALLATION DETAIL-VAV TERMINAL UNIT RETURN AIR GRILLE WITH SOUND BOOT CEILING EXHAUST FAN FIRE DAMPER DETAIL GOOSENECK DETAIL RTU DUCT THROUGH ROOF DETAIL EXPOSED DUCT CURVED SUPPLY GRILLE DETAIL FLUE THRU ROOF DETAIL COMBUSTION AIR ROOF TERMINATION DETAIL ROOF EXHAUST FAN ADAPTER CURB DETAIL L W 45° L=1/4 W (4" MIN.) NOTE: 60" 48" 36" 8'-0" 8'-0" 8'-0" 8'-0"1-1/2" x 1-1/2" x 1/8"1/4" ROUND ROD 2" x 2" x 1/8" 2" x 2" x 1/8" 2" x 2" x 1/8" 5/16" ROUND ROD 1" HANGER STRAPS NO POP RIVETS ALLOWED TOP CORD OF TRUSS 1/4"ø x 1-1/4" HEX HEAD LAG BOLT HANGER SIZES FOR RECTANGULAR DUCT MAX. SIZE HANGER HORIZONTAL SUPPORT ANGLE MAXIMUM SPACING 30" 1" x 18" GAGE STRAP SELF TAPPING CADMIUM PLATED HEX HEAD SHEET METAL SCREW STRAPS TO BE TIGHT AGANIST THE DUCT. NONE REQUIRED 10'-0" 84" 1/4" ROUND ROD ROUND SUPPLY AIR DUCT (TYP.) DIAMETER VARIES, REFER TO PLANS FOR DIMENSION ANGLE AS SHOWN ON PLANS GASKET DRUM PIVOT POINT SPIRAL DUCT MOUNTED DRUM LOUVER DAMPER/ EXTRACTOR EXPOSED SPIRAL ROUND DUCT LOAD RATED FASTENER THREADED ADAPTER PLATE; EYE-END ON ALL-THREAD; OR EQUIVALENT CONNECTOR. ALL-THREAD ROD SIZED PER SMACNA STANDARDS DUCT STRAP SIZED PER SMACNA STANDARDS EXPOSED SPIRAL ROUND DUCT LOAD RATED FASTENER ALL-THREAD ROD SIZED PER SMACNA STANDARDS (TYP.). ANGLE ATTACHMENT DUCT STRAP SIZED PER SMACNA STANDARDS. TOP APPLICABLE SMACNA STANDARDS. 1. SUPPORT SHALL COMPLY WITH ALL NOTE: OF DUCT RUNS FOR ALL DIAMETERS. 2. THIS DETAIL APPLIES TO THE END SHALL BE PROVIDED IN A NEAT AND 3. HANGER ATTACHMENT TO STRUCTURE WORKMAN LIKE MANNER AND SHALL BE COORDINATED WITH THE G.C. FOR APPROVAL. TO PREVENT DUCT MOVEMENT. DUCT MATERIAL. 4. HANGER MATERIALS SHALL MATCH APPLICABLE SMACNA STANDARDS. 1. SUPPORT SHALL COMPLY WITH ALL NOTE: DIAMETERS OF 36" OR LESS. 2. THIS DETAIL APPLIES TO DUCT SHALL BE PROVIDED IN A NEAT AND 3. HANGER ATTACHMENT TO STRUCTURE WORKMAN LIKE MANNER AND SHALL BE COORDINATED WITH THE G.C. FOR APPROVAL. THE DUCT MATERIAL. 4. HANGER MATERIALS SHALL MATCH STRAP IS REQUIRED. ALL-THREAD HANGER.ALL-THREAD HANGER. BEND RADIUS = 1 x DIAMETER OF THE FLEX DUCT, MINIMUM. CEILING DIFFUSER SEE PLANS FOR SIZE AND TYPE. PROVIDE STAINLESS STEEL BRIDGE CLAMP, OR SIMILAR, AROUND INNER HELIX AT THE CONNECTION TO THE DIFFUSER NECK. TAPE INSULATION TO DIFFUSER NECK IN A NEAT, WORKMAN LIKE MANNER. SOUND ATTENUATING FLEXIBLE DUCT. SEE PLANS FOR SIZE. HANGER STRAP TO SUPPORT REQUIRED BEND RADIUS. CEILING ROUTE POWER SUPPLY IN CORNER INSIDE CURB DAMPER BY FAN ROOF CURB AND FULL LENGTH OF PROVIDE NEOPRENE PAD, PERIMETER BETWEEN MANUFACTURER SWITCH UNDER FAN SAFETY DISCONNECT ROOF CURB; ARCH. DWGS. FOR DETAIL ALUMINUM CANVAS PLANS FOR TYPE EXHAUST DUCTWORK. ROOF DECK, REFER TO FAN. REFER CENTRIFUGAL ROOF EXHAUST CURB CAP REFER TO TO SCHEDULE. OF FLASHING. ARCH. DWGS. FLEXIBLE CONNECTION REFER TO SIZES. ROOF CURB SHALL BE MIN. 18" HIGH. COVER BY DIVISION 26 CURB CAP. EXPOSED SPIRAL ROUND DUCT LOAD RATED FASTENER (TYP.). ALL-THREAD HANGER CONNECTED TO STRUCTURE ABOVE. (TYP.) ALL-THREAD ROD SIZED PER SMACNA STANDARDS (TYP.). DUCT STRAP SIZED PER SMACNA STANDARDS. TOP APPLICABLE SMACNA STANDARDS. 1. SUPPORT SHALL COMPLY WITH ALL NOTE: DIAMETERS OF 38" OR GREATER. 2. THIS DETAIL APPLIES TO DUCT SHALL BE PROVIDED IN A NEAT AND 3. HANGER ATTACHMENT TO STRUCTURE WORKMAN LIKE MANNER AND SHALL BE COORDINATED WITH THE G.C. FOR APPROVAL. THE DUCT MATERIAL. 4. HANGER MATERIALS SHALL MATCH STRAP SHALL BE A CONTRACTOR'S OPTION. 3/8" ROUND ROD ON SIDE OF UNIT AS INDICATED ON DRAWINGS. CONTROLLER FOR SERVICE AND ACCESS PROVIDE 24" CLEARANCE IN FRONT OF UNIT MANUFACTURER. MOUNT CONTROLLER CONTROLLER PROVIDED BY CONTROLS MANUFACTURER, MOUNTED BY TERMINAL MAINTAIN 4.0 DIAMETERS OR 30" OF STRAIGHT SHEET METAL DUCT AS INDICATED ON DRAWINGS. AT UNIT INLET PROVIDE CONICAL TAKE OFF FITTING TO VAV INLET SU P P L Y A I R DU C T M A I N HW R HW S HOT WATER HEATING COIL BY UNIT FOR CAPACITY AND FLOOR PLANS MANUFACTURER, REFER TO SCHEDULE FOR LOCATIONS. FLOOR PLANS FOR SIZE DISCHARGE DUCT, REFER TO (APPLICABLE AT TERMINALS WITH TRANSITION IS REQUIRED FOR MIN. 10"x10" ACCESS DOOR DISCHARGE DUCT HEATING COILS) SUPPORT FROM STRUCTURE WITH AIR TERMINAL UNIT, REFER TO 1-1/4" HANGER STRAP SCHEDULE FOR CAPACITIES RETURN PIPING, REFER TO PIPING HOT WATER HEATING SUPPLY AND DETAIL AND FLOOR PLANS FOR LOCATIONS RETURN AIR GRILLE. REFER 1" RIGID FIBERGLASS 18" MIN. DUCT BOARD TO SCHEDULE. 6"x9" GASKETED ACCESS DOOR WITH QUARTER TURN FASTENERS PROVIDED WITH TERMINAL UNIT BACKDRAFT DAMPER EXHAUST FAN STRUCTURE SUPPORT FROM FLANGE CEILING INTEGRAL GRILLE ADJUSTABLE RUBBER GROMMET DISCHARGE DUCT FLEX CONNECTION ASSEMBLY 90° AND PROVIDE WITH SPRING NEGATOR EXTENSION. VERTICAL TYPE FIRE DAMPER SHOWN. FOR HORIZONTAL TYPE TURN NOTE: LOCAL CODE GAUGE PER STEEL SHEET ACCESS DOOR TYPE "B" DAMPER SLEEVE. BOTH SIDES OF BREAKWAY JOINT, INSTRUCTIONS. ACCORDANCE WITH MFR. MAINTAIN CLEARANCE IN WALL. AROUND BOTH SIDES OF RETAINING ANGLES ALL 1-1/2"x1-1/2"x1/8" FIRE DAMPER COUNTERFLASHING SEE ARCHITECTURAL 6" MINIMUM OVERLAP DUCTWORK DIMENSIONS RE: MECHANICAL DRAWINGS FOR 36 " M I N DWGS. FOR CURB BIRDSCREEN (BY M.C.) 45° FLASHING (BY M.C.) (BY M.C.) WATERTIGHT SCREWS & CAULK WITH SHEETMETAL FLASHING TO DUCT SECURE COUNTER WATERTIGHT CAULK JOINTS DETAIL REFER TO PLAN FOR DUCT SIZE REFER TO STRUCTURAL DRAWINGS FOR SIZES AND LOCATIONS OF STRUCTURAL MEMBERS 6" EXTEND 6" CONCRETE PAD DIRECTIONS. CANT STRIP, BY G.C. 2" RIGID INSULATION, BY G.C. ROOFTOP UNIT DUCTWORK CONNECTION TO FULL SIZE OPENING TRANSITION TO DUCT SIZES SHOWN ON PLANS ROOF OPENING SHALL BE 1" LARGER THAN DUCTWORK - CAULK OPENING ALL AROUND ROOF INSULATION ROOF MEMBRANE, BY G.C. REFER TO STRUCTURAL PLANS. FLEXIBLE DUCT CONNECTOR OF RTU 6" BEYOND RTU IN ALL ROUND SUPPLY AIR DUCT (TYP.) DIAMETER VARIES, REFER TO PLANS FOR DIMENSION ANGLE AS SHOWN ON PLANS GASKET SPIRAL DUCT MOUNTED SUPPLY REGISTER MANUAL VOLUME DAMPER/ AIR EXTRACTOR (SR-6 ONLY) BRIEDERT TYPE DISCHARGE CAP TYPE "B" FLUE MASTIC OR CAULKING COMPOUND FLASHING COLLAR (TYPICAL OF ALL SEALS) THIMBLE STORM COLLAR ROOF TYPE "B" FLUE MAINTAIN MIN. 1" CLEARANCE TO ALL COMBUSTIBLE CONSTRUCTION. FLASH AND COUNTERFLASH2' - 0 " A B O V E R O O F A N D 3 ' - 0 " M I N . AB O V E A N Y C O M B U S T I O N A I R IN T A K E W I T H I N 1 0 ' - 0 . " TO COMBUSTION PIPE WITH CAULK SECURE COUNTERFLASHING FLASHING (BY G.C.) ROOF 2"x12" CURB CANT STRIP (BY M.C.) (BY G.C.) OR APPROVED METHODS AND MAKE WATERTIGHT (BY M.C.) 36" PROVIDE CHICKEN WIRE AT EACH OPENING OF MITERED DUCT END. DO NOT PROVIDE 1/2" BIRD SCREEN AS THE 1/2" MESH SIZE CAN POTENTIALLY FREEZE AND SHUT BOILER SYSTEM DOWN ON LACK OF COMBUSTION AIR. TEE FITTING WITH 45° MITERED DUCT ENDS. TEE ALLOWS WIND TO PASS THROUGH FITTING WITHOUT INFLUENCING PRESSURE OR INTRODUCING FREEZING AIR INTO THE COMBUSTION SYSTEM. COMBUSTION AIR DUCT. CONFIRM SIZE AND TYPE WITH MAKE-UP AIR UNIT MANUFACTURER. REFER TO PLAN VIEW FOR DETAILS. UV RESISTANT SUPPORT BASE. UNISTRUT OR SIMILAR ADJUSTABLE SUPPORT LEGS. 18 " M I N I M U M LAYERED RIGID FOAM INSULATION TO FORM SLOPED TOP. DUCTWORK. REFER TO DRAWINGS FOR SIZE. REFER TO SPECIFICATION FOR MATERIAL AND LINER REQUIREMENTS. MINIMUM R-8 RIGID FIBERGLASS INSULATION. ADJUSTABLE BASE RAIL SECURED TO LEGS WITH FOUR POINTS OF CONNECTION ALUMINUM WEATHER RESISTANT JACKETING. MIN. 0.016" THICK SMOOTH OR EMBOSSED FINISH PER THE SPECIFICATION. EXISTING FAN. REFER CENTRIFUGAL ROOF EXHAUST ROOF CURB. TO SCHEDULE. NEW ALUMINUM ADAPTER CURB. NOTE: REFER TO 'ROOF EXHAUST FAN DETAIL' FOR FURTHER REQUIREMENTS. SWITCH UNDER FAN SAFETY DISCONNECT COVER BY FAN MFR. ALUMINUM CURB CAP. CONNECT TO EXISTING ELECTRICAL WIRING SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONESCALE: NONE NO SCALE SCALE: NONESCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE (SR-2 )(END OF DUCT RUN)(EXPOSED SPIRAL DUCT - 36"ø OR LESS)(EXPOSED SPIRAL DUCT - 38"ø OR GREATER) SCALE: NONE NO SCALE NO SCALE SCALE: NONE SCALE: NONE SCALE: NONE (SR-6 ) SCALE: NONE SCALE: NONE ROOF MOUNTED DUCT AND SUPPORT DETAIL ROOF The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 12" = 1'-0" 20 1 6 - 1 0 - 3 1 1 1 : 4 8 : 4 0 C: \ U s e r s \ a b r u e c k \ D o c u m e n t s \ R e v i t \ 1 6 0 2 3 - H V A C - R 1 6 - C e n tr a l _ a b r u e c k @ t h e b a l l a r d g r o u p . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R PWF AB 9-1-2016 16003 HVAC DETAILS M501 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O SCALE: NONE 1 M502 7 M502 9 M502 10 M502 11 M502 2 M502 3 M502 4 M502 8 M502 6 M502 6 M502 12 M502 13 M502 CONDENSATE DRAIN TRAP EXPANSION TANK AND AIR/DIRT/HYDRAULIC SEPARATOR PIPING DETAIL CABINET UNIT HEATER PIPING DETAIL UNIT HEATER-HOT WATER STRAINER 3-WAY HEATING COIL PIPING DETAIL 2-WAY HEATING COIL PIPING DETAIL IN-LINE PUMP DETAIL WALL HUNG CONDENSING BOILER CABINET UNIT HEATER PIPING DETAILCHEMICAL POT FEEDER DETAIL TYPICAL PIPE HANGER DETAIL FIRE/SMOKE DAMPER INSTALLATION DETAIL KITCHEN HOOD EXHAUST FAN DETAIL 1. H=SUPPLY FAN TOTAL STATIC PRESSURE IN INCHES. NOTES: CAP FLOW H/2 3. TRAPS SHALL BE INSULATED AND PROVIDED WITH HEAT TRACE. H TYP. 2. LOCATE TRAPS TO BE ACCESSIBLE FOR CLEANING. CAP FLOW H H/2 TYP. *POSITIVE PRESSURE TRAP (COOLING COIL) *NEGATIVE PRESSURE TRAP (HEAT EXCHANGER ) PIPE FULL SIZE TO PDU PIPE FULL SIZE TO PDU AIR SEPARATOR DRAIN BOTTOM OF SYSTEM MAIN PIPE EXPANSION LINE OFF AIR/DIRT/HYDRAULIC SEPARATOR OR UNION (TYP.) FLANGED CONNECTION STRUCTURE NEAREST FLOOR DRAIN EXTEND FULL SIZE TO SUPPORT FROM HWS HANGER/SUPPORT ROD (TYP.) PRESSURE GAUGE WITH FLOOR DRAIN FULL SIZE TO PIPE AIR VENT BALL VALVE (TYP.) BALL VALVE (TYP.) HWR MANUAL AIR VENT TO FLOOR DRAIN. AIR VENT. PIPE FULL SIZE REFER TO SCHEDULE FOR PRESSURIZED BLADDER TYPE EXPANSION TANK SIZE (TYP.) AND QUANTITY. FLOOR AIR CHARGING VALVE (TYP.) VALVE WITH BALL DRAIN HOUSEKEEPING PAD 4" CONCRETE SHUT OFF VALVE. REFER TO NOTE 2 BELOW. NOTES: 1. RE: SPECIFICATIONS FOR TYPE OF VALVE (BALL OR BUTTERFLY) BASED ON PIPE SIZE. HOSE END FITTING (TYP.) HWR TO BOILER INLET FROM BOILER DISCHARGE SYSTEM SUPPLY, HWS SYSTEM RETURN HWS NOTE: WHERE POSSIBLE, KEEP VALVES WITHIN CABINET ENCLOSURE. CONTROL VALVE TWO-WAY AUTOMATIC TEMPERATURE HEATING COIL MANUAL AIR VENT METER FITTING AND VENTURI TYPE FLOW UNION (TYP.) P & T TEST PLUG (TYP.) HW R N.O. HWR MAIN HWS MAIN BALL VALVE (TYP.) STRAINER CABINET UNIT HEATER END (TYP.) DRAIN VALVE WITH HOSE BALANCING VALVE WITH ALL-THREAD ROD. P&T TEST PLUG (TYP.) UNION (TYP.) MANUAL AIR VENT SUPPORT FROM STRUCTURE UNIT HEATER REFER TO DRAIN VALVE WITH HOSE END, CAP AND CHAIN HWR BALL VALVE VENTURI TYPE FLOW MAIN HWS SCHEDULE METER FITTING (TYP.) HWR MAIN HWS P & T TEST PLUG (TYP.) CONTROL VALVE 3-WAY TEMPERATURE HEATING COIL MANUAL AIR VENT VENTURI TYPE FLOW METER COMBINATION BALANCING/ SHUT-OFF VALVE AND HWR STRAINER BALL VALVE (TYP.) HWS N.O. UNION (TYP.) FITTING END, CAP AND CHAIN DRAIN VALVE WITH HOSE C. N.C. FOR END OF RUN HEATING BY-PASS LEG BALANCE VALVE. DEVICES, BALANCE TO 50% OF COIL FLOW UNLESS P & T TEST PLUG (TYP.) CONTROL VALVE 2-WAY TEMPERATURE HEATING COIL MANUAL AIR VENT VENTURI TYPE FLOW METER COMBINATION BALANCING/ SHUT-OFF VALVE AND HWR STRAINER BALL VALVE (TYP.) HWS N.O. UNION (TYP.) FITTING END, CAP AND CHAIN DRAIN VALVE WITH HOSE PRESSURE GAUGE FULL SIZE OF P&T (TYP.) CHECK VALVE PRESSURE GAUGE BALANCE VALVE WITH INLINE PUMP. REFER NOTES: 1. ON BOTH SIDES OF PUMP, INSTALL PIPE HANGER. 2. PROVIDE UNIONS ON BOTH SIDES OF PUMP WHERE MANUFACTURER DOES NOT PROVIDE FLANGE. AND SPEC. (TYP.) BALL VALVE PER SIZE BUTTERFLY VALVE OR STRAINER WITH HOSE END DRAIN TO SCHEDULE FOR SIZE AND CAPACITIES. PIPE HANGER, REFER TO SPEC. (TYP.) SEE PLANS & SERVICES FOR PIPE SIZES FLOW METER FITTING, REFER TO SPEC. REQUIRED (TYP.) ECCENTIC REDUCER/ INCREASER AS 3. INSTALL WITH MOTOR IN PROPER POSITION PER MANUFACTURER'S REQUIREMENTS. NOTE: RECESSED WALL TYPE WITH INTEGRAL THERMOSTAT, NOTE: DETAIL APPLIES TO BOTH NEW AND EXISTING UNIT HEATERS. INDICATED OTHERWISE. CEILING MOUNTED TYPE WITH WALL THERMSTAT. N.O. 2-WAY TEMPERATURE CONTROL VALVE FORCED DRAFT UNION, TYP. BALL SHUT OFF VALVE, TYP. BOILER DRAIN FULL SIZE TO FLOOR SINK THERMOMETER, TYP. PRESSURE RELIEF, PIPE FULL SIZE TO FLOOR SINK PVC BOILER COMBUSTION AIR REFER TO PLANS FOR SIZES PVC BOILER FLUE REFER TO PLAN FOR SIZES HWS HWR REFER TO PLAN FOR SIZES, TYP. CONDENSING BOILER (WALL HUNG) FLANGED CONNECTION, TYP. NEUTRALIZATION KIT DRAIN LINE TO NEAREST FLOOR DRAN.NEUTRALIZATION KIT BY BOILER MANUFACTURER. FLEX/PVC CONDENSATE PIPE TO NEUTRALIZATION KIT. HWS CONTROL VALVE THREE-WAY AUTOMATIC TEMPERATURE HEATING COIL MANUAL AIR VENT METER FITTING AND VENTURI TYPE FLOW UNION (TYP.) P & T TEST PLUG (TYP.) HW R HWR MAIN HWS MAIN BALL VALVE (TYP.) STRAINER CABINET UNIT HEATER END (TYP.) DRAIN VALVE WITH HOSE BALANCING VALVE N.O. C. N.C. UNLESS INDICATED OTHERWISE. DEVICES, BALANCE TO FULL FLOW, BY-PASS LEG BALANCE VALVE. FOR END OF RUN HEATING (REFER TO PLUMBING DRAWINGS 1" SYSTEM MAKE UP (DCW) FOR CONTINUATION) TO PUMP SUCTION HIGH CAPACITY AUTOMATIC PUMP DISCHARGE 3/4" 3/4" HOSE END DRAIN VALVE (TYP.) HEADER 5 GAL. CAP. 4" CONCRETE TOP FEED MOUNT FEEDER ON CONCRETE PAD OR RIGIDLY MOUNT TO MECHANICAL ROOM WITH WIDE MOUTH PAD WALL. BALL VALVE (TYP.) CHECK VALVE UNION (TYP.) 3/4" SYSTEM PUMPS SHOT FEEDER, REFER TO PLANS FOR SIZES. PUMP SUCTION HEADER. FOR CLAMP SPACING REFER TO SPECIFICATIONS SPECIFIED INSULATION AS (TYP.) TOP AND BOTTOM NUT AND WASHER STEEL ANGLE HANGER 1-1/2 X 1-1/2 X 1/4 SADDLE (TYP.) INSULATION PROTECTIVE PIPE INSULATION HANGER CLEVIS TYPE HANGER RODS 1/4"ø THREADED (TYP.) (TYP.) (TYP.) DUCTWORK AS INDICATED ON FLOOR PLANS MOUNTING FRAME & FASTENERS OF TYPE, SIZE, NUMBER & SPACING AS REQ'D BY MANUFACTURER NOTE: RUSKIN FSD60 COMBINATION FIRE/SMOKE DAMPER SHOWN. SIZES REFLECT USE OF THE RUSKIN BY SEPARATE CONTRACT. INDICATED PROVIDE SLEEVE LENGTH REQUIRED FOR 24" DAMPER SLEEVE DUCT FLANGE 1%%189" H, TYP BREAK-AWAY BY DIVISION 26. CONTROL PANEL ALARM FIRE MAINTAIN ACCESS FOOTPRINT BELOW DAMPER OPERATOR & ACCESS DOOR OF DAMPER OPERATION. PROVIDE AN FOR ANNUAL TESTING & VERIFICATION CONDUIT SHALL EXTEND BELOW SLEEVE. SLEEVE. NEITHER OPERATOR NOR OPERATOR ON EXTERIOR OF DAMPER DAMPERS LOCATED OVER A GYPSUM CEILING. 18"x18" CEILING ACCESS DOOR FOR ALL OF DAMPER ACCESS DOOR ON OPERATOR SIDE &/OR FIRE STAT SENSOR ONLY ARCHITECTURAL DRAWINGS FOR WALL TYPE. BLADE POSITION INDICATOR ON DAMPERS WHERE REQUIRED DAMPER BLADES & FRAME IN PLANE OF FIRE WALL RATED WALL. REFER TO TS150 FIRESTAT. THE TS150 FIRESTAT IS ONLY REQUIRED ON SYSTEMS UTILIZING A SMOKE CONTROL SYSTEM. EACH INSTALLATION WELDED 16 GA. GREASE DUCT WITH FIRE WRAP RECOMMENDED WALL OPENING WALL U.L. LISTED UPBLAST EXHAUST FAN RATED FOR USE WITH TYPE I GREASE HOOD PROVIDE A BLANKET WRAP INSULATION ON GREASE DUCT IN ACCORDANCE WITH NFPA 96 AND LOCAL CODES. GREASE TROUGH NOTE: REFER TO STRUCTURAL PLANS FOR WALL FRAMING 26" MIN. SCALE: NONE SCALE: NONE SCALE: NONE (2-WAY VALVE) SCALE: NONE SCALE: NONE (TERMINAL UNITS) SCALE: NONE (TERMINAL UNITS)SCALE: NONE SCALE: NONE (3-WAY VALVE) SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE 4 The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 4. 1. 10-31-16 PERMIT SET 12-19-16 BULLETIN #004 12" = 1'-0" 12 / 1 9 / 2 0 1 6 7 : 0 4 : 5 2 P M C: \ U s e r s \ a b r u e c k \ D o c u m e n t s \ 1 6 0 2 3 - H V A C - R 1 6 - C e n t r a l _ a br u e c k @ t h e b a l l a r d g r o u p . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R PWF AB 9-1-2016 16003 HVAC DETAILS M502 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O SCALE: NONE SCALE: NONE SCALE: NONE SINGLE ZONE VAV PACKAGED ROOF TOP UNIT, RETURN FAN - CONTROL DIAGRAM (RTU-1) MULTIPLE ZONE VAV PACKAGED ROOF TOP UNIT, RETURN FAN - CONTROL DIAGRAM (RTU-2) MULTIPLE ZONE VAV PACKAGED ROOF TOP UNIT, RETURN FAN - CONTROL DIAGRAM (RTU-3) BLDG-SP - SPACE SENSOR ATMOSPHERIC SENSING HEAD LOCATE IN A LOW WIND AREA FURNISHED AND WIRED BY TCC FIELD INSTALLED BY TCC FIELD INSTALLED BY TCC SA TO ZONE HEAT PERCENTAGE COOLING PERCENTAGE BUILDING STATIC PRESSURE SUPPLY FAN SPEED DISCHARGE AIR HEATING SETPOINT DISCHARGE AIR COOLING SETPOINT RETURN FAN VFD SPEED ECONOMIZER MINIMUM POSITION UNIT STATUS RETURN FAN STATUS 2 4 3 1 ANALOG INPUT 3 2 1 INPUT DIGITAL RETURN FAN START/STOP 2 4 3 1 ANALOG OUTPUT 3 2 1 OUTPUT DIGITAL POINTS LIST UNIT ENABLE/DISABLE ALARM STATUS DUCT STATIC PRESSURE SETPOINT5ECONOMIZER DAMPER POSITION 5 OUTDOOR AIR TEMPERATURE 6 RETURN AIR TEMPERATURE 7 MIXED AIR TEMPERATURE 8 DISCHARGE AIR TEMPERATURE 9 10 4*RETURN AIR SMOKE DETECTOR* 11 *ZONE TEMPERATURE*12 *ZONE TEMPERATURE ACTIVE SETPOINT*13 6 SUPPLY FAN VFD SPEED7 8 *ZONE HUMIDITY*14 *ZONE HUMIDITY ACTIVE SETPOINT*15 HOT-GAS REHEAT PERCENTAGE 16 OUTSIDE AIR FLOW RATE 12 ZN-T-SET ZN-T 13 14 ZN-H-SET ZN-H 15 5SUPPLY FAN STATUS 4 SUPPLY FAN START/STOP DX STAGE 1 - VARIABLE SPEED COMPRESSOR9 6DX STAGE 2 STATUS 7DX STAGE 3 STATUS 5 DX STAGE 1 START/STOP 6 DX STAGE 2 START/STOP DX STAGE 3 START/STOP GAS HEAT MODULATION COILING COIL LEAVING AIR TEMPERATURE HOT-GAS REHEAT MODULATION RTU-1 LOCATION = GYMNASIUM 131 BUILDING STATIC PRESSURE SETPOINT10 HEAT PERCENTAGE COOLING PERCENTAGE BUILDING STATIC PRESSURE SUPPLY FAN SPEED DISCHARGE AIR HEATING SETPOINT DISCHARGE AIR COOLING SETPOINT RETURN FAN VFD ECONOMIZER MINIMUM POSITION UNIT STATUS RETURN FAN STATUS 2 4 3 1 ANALOG INPUT 3 2 1 INPUT DIGITAL RETURN FAN START/STOP 2 4 3 1 ANALOG OUTPUT 3 2 1 OUTPUT DIGITAL POINTS LIST UNIT ENABLE/DISABLE BUILDING STATIC PRESSURE SETPOINTALARM STATUS DUCT STATIC PRESSURE SETPOINT5ECONOMIZER DAMPER POSITION 5 OUTDOOR AIR TEMPERATURE 6 RETURN AIR TEMPERATURE 7 MIXED AIR TEMPERATURE 8 DISCHARGE AIR TEMPERATURE 9 *OUTSIDE AIR CO2*10 4*RETURN AIR SMOKE DETECTOR* 11 12 13 6 SUPPLY FAN VFD 7 8 DUCT STATIC PRESSURE OUTSIDE AIR FLOW RATE 5SUPPLY FAN STATUS 4 SUPPLY FAN START/STOP 6DX STAGE 2 7DUCT STATIC HIGH LIMIT 5 DX STAGE 1 START/STOP 6 DX STAGE 2 START/STOP GAS HEAT MODULATION COILING COIL LEAVING AIR TEMPERATURE DUCT STATIC PRESSURE SETPOINT BLDG-SP - SPACE SENSOR ATMOSPHERIC SENSING HEAD LOCATE IN A LOW WIND AREA FLOW FIELD INSTALLED BY TCC FIELD INSTALLED BY TCC MA-DPR (By E.C.) RA-SMK EA EA- DPR SA TO TERMINAL UNITS FILTERS C DX GAS-FIRED HEAT EXCHANGER 4 VFD VFD DIRECT EXPANSION COIL RO O F T O P U N I T I N T E G R A L CO N T R O L M O D U L E CO N D E N S I N G S E C T I O N OA RA MODULATION GAS HEAT - - - - -- STAGE 1 DX STAGE 2 DX - - -12 - OA-T - - OA-H - RA-H- RA-T- DA-T - POINTS INTERNAL TO FACTORY CONTROLLER (TYP.) HEAT PERCENTAGE COOLING PERCENTAGE BUILDING STATIC PRESSURE SUPPLY FAN SPEED DISCHARGE AIR HEATING SETPOINT DISCHARGE AIR COOLING SETPOINT RETURN FAN VFD ECONOMIZER MINIMUM POSITION UNIT STATUS RETURN FAN STATUS 2 4 3 1 ANALOG INPUT 3 2 1 INPUT DIGITAL RETURN FAN START/STOP 2 4 3 1 ANALOG OUTPUT 3 2 1 OUTPUT DIGITAL POINTS LIST UNIT ENABLE/DISABLE BUILDING STATIC PRESSURE SETPOINTALARM STATUS DUCT STATIC PRESSURE SETPOINT5ECONOMIZER DAMPER POSITION 5 OUTDOOR AIR TEMPERATURE 6 RETURN AIR TEMPERATURE 7 MIXED AIR TEMPERATURE 8 DISCHARGE AIR TEMPERATURE 9 *OUTSIDE AIR CO2*10 4*RETURN AIR SMOKE DETECTOR* 11 12 13 6 SUPPLY FAN VFD 7 8 DUCT STATIC PRESSURE OUTSIDE AIR FLOW RATE OA-CO2 10 POINTS AND SENSORS BY TCC, TYPICAL. 5SUPPLY FAN STATUS 4 SUPPLY FAN START/STOP STAGE 3 DX - -6DX STAGE 2 7DX STAGE 3 5 DX STAGE 1 START/STOP 6 DX STAGE 2 START/STOP 7 DX STAGE 3 START/STOP GAS HEAT MODULATION CC-LAT - COILING COIL LEAVING AIR TEMPERATURE SA-SP- DUCT STATIC SENSOR 2/3RDS DOWN THE DUCT (SEE PLANS FOR LOCATION) FIELD WIRED BY TCC DUCT STATIC PRESSURE SETPOINT RTU-3 LOCATION = LOUNGE 102OA FILTER S.P. @ 1.0" - COMMUNICATION LINE (BACnet MS/TP) FIELD INSTALLED BY TCC DS-HL - 8DUCT STATIC HIGH LIMIT DX STAGE 1 - VARIABLE SPEED COMPRESSOR9 - - DX STAGE 1 - VARIABLE SPEED COMPRESSOR9 - BLDG-SP - SPACE SENSOR ATMOSPHERIC SENSING HEAD LOCATE IN A LOW WIND AREA FLOW FIELD INSTALLED BY TCC FIELD INSTALLED BY TCC MA-DPR (By E.C.) RA-SMK EA EA- DPR SF SA TO TERMINAL UNITS FILTERS C DX GAS-FIRED HEAT EXCHANGER 4 VFD VFD DIRECT EXPANSION COIL RO O F T O P U N I T I N T E G R A L CO N T R O L M O D U L E CO N D E N S I N G S E C T I O N OA RA MODULATION GAS HEAT - - - - -- STAGE 1 DX STAGE 2 DX - - -12 - OA-T - - OA-H - RA-H- RA-T- RF DA-T - POINTS INTERNAL TO FACTORY CONTROLLER (TYP.) OA-CO2 10 POINTS AND SENSORS BY TCC, TYPICAL. CC-LAT - SA-SP- DUCT STATIC SENSOR 2/3RDS DOWN THE DUCT (SEE PLANS FOR LOCATION) FIELD WIRED BY TCC RTU-2 LOCATION = PARTY 211OA FILTER S.P. @ 1.0" - COMMUNICATION LINE (BACnet MS/TP) FIELD INSTALLED BY TCC DS-HL - - - - SF RF FLOW MA-DPR (By E.C.) RA-SMK EA EA- DPR SF FILTERS C DX GAS-FIRED HEAT EXCHANGER 4 VFD VFD DIRECT EXPANSION COIL RO O F T O P U N I T I N T E G R A L CO N T R O L M O D U L E CO N D E N S I N G S E C T I O N OA RA MODULATION GAS HEAT - - - - -- STAGE 1 DX STAGE 2 DX - - -12 - OA-T - - OA-H - RA-H- RA-T- RF DA-T - POINTS INTERNAL TO FACTORY CONTROLLER (TYP.) CC-LAT - OA FILTER S.P. @ 1.0" - COMMUNICATION LINE (BACnet MS/TP) FIELD INSTALLED BY TCC - -- MODULATION HOT GAS REHEAT- - STAGE 3 DX- - NOTES : 1. REFER TO SPECIFICATION SECTION 230923 FOR SEQUENCE OF OPERATION. 2. *POINTS WITH ASTERISKS ARE BY THE TEMPERATURE CONTROLS CONTRACTOR* 3. ALL OTHER POINTS ARE VIA THE FACTORY PROVIDED BACNET INTERFACE. TEMPERATURE CONTROLS CONTRACTOR SHALL MAP ALL POINTS AND DISPLAY THEM AT THE DDC SYSTEM'S FRONT END. NOTES : 1. REFER TO SPECIFICATION SECTION 230923 FOR SEQUENCE OF OPERATION. 2. *POINTS WITH ASTERISKS ARE BY THE TEMPERATURE CONTROLS CONTRACTOR* 3. ALL OTHER POINTS ARE VIA THE FACTORY PROVIDED BACNET INTERFACE. TEMPERATURE CONTROLS CONTRACTOR SHALL MAP ALL POINTS AND DISPLAY THEM AT THE DDC SYSTEM'S FRONT END. NOTES : 1. REFER TO SPECIFICATION SECTION 230923 FOR SEQUENCE OF OPERATION. 2. *POINTS WITH ASTERISKS ARE BY THE TEMPERATURE CONTROLS CONTRACTOR* 3. ALL OTHER POINTS ARE VIA THE FACTORY PROVIDED BACNET INTERFACE. TEMPERATURE CONTROLS CONTRACTOR SHALL MAP ALL POINTS AND DISPLAY THEM AT THE DDC SYSTEM'S FRONT END. HG RH The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 12" = 1'-0" 20 1 6 - 1 0 - 3 1 1 1 : 4 8 : 4 5 C: \ U s e r s \ a b r u e c k \ D o c u m e n t s \ R e v i t \ 1 6 0 2 3 - H V A C - R 1 6 - C e n tr a l _ a b r u e c k @ t h e b a l l a r d g r o u p . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R PWF AB 9-1-2016 16003 HVAC CONTROL DRAWINGS M601 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O SCALE: NONE SCALE: NONE PACKAGED MAKE-UP AIR UNIT CONTROL SCHEMATIC (MAU-1) POOL DEHUMIDIFICATION UNIT CONTROL DIAGRAM (PDU-2) (PDU-1A - ADD ALTERNATE #2) OA-DPR DA-T SF SA GAS-FIRED HEAT EXCHANGER VFD OUTPUTINPUT ANALOGANALOG INPUT OUTPUT DIGITAL DIGITAL MAU STATUS *ZONE TEMPERATURE SETPOINT* OUTSIDE AIR TEMPERATURE DISCHARGE AIR TEMPERATURE MAU ENABLE / DISABLE 1 11 4 3 2 1 *ZONE TEMPERATURE* HEATING MODULATION POINTS LIST MA K E - U P A I R U N I T CO N T R O L M O D U L E OA (S.P.=80°F COOLING) (S.P.=60°F HEATING) DRAIN DCW COOLER DIRECT EVAPORATIVE EVAP PUMP 2SUPPLY FAN STATUS - ZN-T ZN-SET 3 4 - - MODULATION GAS HEAT - OA-T - FILTERS OA FILTER S.P. @ 1.0" - 2 SUPPLY FAN VFD % GAS HEAT ENABLE2 COOLING ENABLE3 - 3FILTER ALARM COMMUNICATION LINE (BACnet MS/TP) FIELD INSTALLED BY TCC FURNISHED AND WIRED BY TCC NOTES : 1. REFER TO SPECIFICATION SECTION 230923 FOR SEQUENCE OF OPERATION. 2. *POINTS WITH ASTERISKS ARE BY THE TEMPERATURE CONTROLS CONTRACTOR* 3. ALL OTHER POINTS ARE VIA THE FACTORY PROVIDED BACNET INTERFACE. TEMPERATURE CONTROLS CONTRACTOR SHALL MAP ALL POINTS AND DISPLAY THEM AT THE DDC SYSTEM'S FRONT END. EA SA SET BY TCC SEE DRAWINGS FOR LOCATION. BY TCC PD U F A C T O R Y M O U N T E D DD C C O N T R O L L E R LOCATE IN A LOW WIND AREA ATMOSPHERIC SENSING HEAD BLDG-SP OUTSIDE AIR TEMPERATURE MIXED AIR HUMIDITY MIXED AIR TEMPERATURE DISCHARGE AIR TEMPERATURE EXHAUST AIR TEMPERATURE NATATORIUM TO ATMOSPHERE DIFFERENTIAL PRESSURE SETPOINT NATATORIUM TO ADJACENT SPACE DIFFERENTIAL PRESSURE SETPOINT RETURN AIR TEMPERATURE SETPOINT RETURN AIR HUMIDITY SETPOINT EXHAUST FAN ALARM RETURN AIR SMOKE DETECTOR PDU STATUS 2 7 6 5 4 3 1 ANALOG INPUT 6 5 4 3 2 1 INPUT DIGITAL PDU START / STOP 2 4 3 1 ANALOG OUTPUT 2 1 OUTPUT DIGITAL POINTS LIST PURGE MODE ENABLE RETURN AIR TEMPERATURE RETURN AIR HUMIDITY SUPPLY FAN ARRAY ALARM OAB-DPR RA-H RA-T EA-T SF-1 MA-T MA-H DA-T11 10 9 MODULATING OUTSIDE AIR - IAQ DAMPER POSITION MINIMUM OUTSIDE AIR - IAQ DAMPER POSITION MODULATING OUTSIDE AIR - IAQ DAMPER AIRFLOW BLDG-SP 1. REFER TO SPECIFICATION SECTION 237301 FOR SEQUENCE OF OPERATION. 2. ALL POINTS LISTED SHALL BE DISPLAYED AT THE DDC SYSTEM'S FRONT END GUI. THE TEMPERATURE CONTROLS CONTRACTOR SHALL BE RESPONSIBLE FOR MAPPING ALL POINTS LISTED. 3. ALL POINTS ARE PULLED FROM THE UNITS FACTORY MOUNTED DDC CONTROLLER. 4. ANALOGUE AND DIGITAL OUTPUTS SHALL BE THE ONLY READ/WRITE POINTS. ALL OTHER POINTS ARE READ ONLY. 5. SPACE PRESSURE SENSORS SHALL BE PROVIDED BY THE PDU MANUFACTURER AND SHIPPED LOOSE FOR INSTALLATION BY THE TEMPERATURE CONTROLS CONTRACTOR. 6. TEMPERATURE CONTROLS CONTRACTOR SHALL INSTALL THE TUBING FROM THE SPACE PRESSURE SENSORS TO THE PRESSURE TRANSDUCERS SET WITHIN THE PDU. 3 VFD VFD OA-IAQ-DPR MINIMUM OA-IAQ-DPR MODULATING 12 MINIMUM OUTSIDE AIR - IAQ DAMPER AIRFLOW 13 OUTSIDE AIR BYPASS DAMPER POSITION RA-DPR 14 RETURN AIR DAMPER POSITION EA FILTER S.P. @ 1.0" OA FILTER S.P. @ 1.0" EA FILTER ALARM OA FILTER ALARM SF-2 OA OA-T OA 15 NATATORIUM TO ATMOSPHERE DIFFERENTIAL PRESSURE 16 NATATORIUM TO ADJACENT SPACE DIFFERENTIAL PRESSURE SEE PLANS FOR LOCATION. ADJACENT SPACE SENSOR SENSOR INSTALLED BY TCC SEE PLANS FOR LOCATION. NATATORIUM SENSOR SENSOR INSTALLED BY TCC 17 EXHAUST FAN SPEED 18SUPPLY FAN ARRAY SPEED EXHAUST FAN AIRFLOW 19 20 SUPPLY FAN #1 AIRFLOW SUPPLY FAN #2 AIRFLOW OCCUPIED / UNOCCUPIED MODE 8 WITH PILOT LIGHT FIELD INSTALLED BY TCC. PUSH BUTTON PURGE MODE ENABLE SEE DRAWINGS FOR LOCATION. H G GAS FIRED HEAT EXCHANGER RA RA-SMK SMOKE DETECTOR BY PDU MANUFACTURER. REMOTE USER TERMINAL 6 CONDUCTOR WIRE - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - EF-1 SF-2 AF SF-1 AF EF-1 AF COMMUNICATION LINE (BACnet MS/TP) - - - - - - The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 12" = 1'-0" 20 1 6 - 1 0 - 3 1 1 1 : 4 8 : 4 6 C: \ U s e r s \ a b r u e c k \ D o c u m e n t s \ R e v i t \ 1 6 0 2 3 - H V A C - R 1 6 - C e n tr a l _ a b r u e c k @ t h e b a l l a r d g r o u p . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R PWF AB 9-1-2016 16003 HVAC CONTROL DRAWINGS M602 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O T SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE HEATING WATER SYSTEM - CONTROL DIAGRAM MISCELLANEOUS DDC CONTROL DIAGRAM CABINET UNIT HEATER CONTROL DIAGRAM UNIT HEATER CONTROL DIAGRAM HEATING WATER SYSTEM - PIPING SCHEMATIC BAS NETWORK DIAGRAM MISCELLANEOUS PLUMBING SYSTEM CONTROL DIAGRAMMISCELLANEOUS FAN CONTROL DIAGRAMS VARIABLE AIR VOLUME TERMINAL UNIT CONTROL DIAGRAM DUCTLESS SPLIT SYSTEM CONTROL DIAGRAM ON OFF 0°F OUTSIDE AIR HWS HWS RESET SCHEDULE AS INDICATED ON HVAC PIPING PLANS (SETPOINT 15 PSID) DIFFERENTIAL PRESSURE TRANSMITTER LOCATED AT LOCATION 5HWS-DPT-1 PRIMARY HWS TEMPERATURE SECONDARY HWR TEMPERATURE SECONDARY HWS TEMPERATURE PRIMARY HWR TEMPERATURE PLUG IN 2 8 7 6 5 4 3 1 ANALOG INPUT 6 5 4 3 2 1 INPUT DIGITAL 120/24 VAC COMMUNICATION BOILER PLANT ENABLE 2 XFMR LINE 1 ANALOG OUTPUT 3 2 1 OUTPUT DIGITAL POINTS LIST OUTSIDE AIR TEMPERATURE BY DIVISION 26 120 VOLT POWER DEVICE ZONE TEMPERATURE ZONE TEMPERATURE SETPOINT MIN. REQUIRED POINTS AT BAS THROUGH MASTER BOILER CONTROLLER OR BOILER BACNET MS/TP COMMUNICATION INTERFACE SHALL INCLUDE THE FOLLOWING. TC CONTRACTOR SHALL PROVIDE ALL GRAPHICS AND REQUIRED INTERFACE FOR THESE POINTS: · BOILER START/STOP (DO, EACH BOILER) · BOILER STATUS (DI, EACH BOILER) · BOILER HWS-TEMPERATURE (AI, EACH BOILER) · BOILER FIRING RATE OVERRIDE (AO, EACH BOILER) · BOILER FIRING RATE (AI, EACH BOILER) · PHWS-TEMPERATURE (AI) · PHWR-TEMPERATURE (AI) · PHWS-TEMPERATURE SETPOINT (AO) HWS HWS HWR HWS 2 SHWR-T SHWS-T 1 3 VFD 2 5 P-2-S 2 VFD 1 4 P-1-S PHWR-T 4 6 OA-T COMMUNICATION LINE (BACnet MS/TP) MODBUS/BACnet GATEWAY BOILER HOT WATER B-1 CONDENSING MS 2 CP-1-S BOILER HOT WATER B-2 CONDENSING MS 3 CP-2-S 1 MASTER FACTORY BOILER CONTROLLER SLAVE FACTORY BOILER CONTROLLER B-1 HWS-T B-2 HWS-T PHWS-T 3 1 TO BUILDING HEATING LOAD TO BUILDING HEATING LOAD BOILER PLANT STATUS/ALARM REFER TO SPECIFICATION SECTION 23 09 23 FOR SEQUENCE OF OPERATION *HWS HWR N O RTU-4 SUPPLY FROM H-VLV NC DPT DPR H 2 1 C ZN-SET ZN-T SA SA-T 4 SUPPLY AIR TEMPERATURE VAV CONTROL DAMPER2 4 3 1 ANALOG INPUT 4 3 2 1 INPUT DIGITAL 2 4 3 1 ANALOG OUTPUT 4 3 2 1 OUTPUT DIGITAL ZONE SETPOINT ZONE TEMPERATURE SEWAGE EJECTOR ALARM MISC. EXHAUST FAN START/STOPMISCELLANEOUS EXHAUST FAN STATUS VAV HEATING COIL CONTROL VALVE AIR FLOW 1 SPARE FAN TERMINAL UNIT FAN START/STOP SPARE SUMP PUMP ALARM 3 2 EA SPACE DIFFERENTIAL PRESSURE SETPOINT EA/TA PLUG IN DEVICE 120/24 VAC COMMUNICATION XFMR LINE BY DIVISION 26 120 VOLT POWER EF-1,4,5 & TF-1, 2TF-3 EXHAUST FAN SPEED SPLIT SYSTEM FAN COIL UNIT ZONE TEMPERATURE 5 DSIU-1 DSCU-1 MANUFACTURER'S WALL MOUNTED THERMOSTAT ZN-T5 TSTAT HTG VLV N C ZONE CO2 LEVEL 6 6 ZN-CO2 TYPICAL OF (3) ZONES REFER TO FLOOR PLANS B-1 HWR HWS ET-1 HWS 399 MBH PIPE RELIEF FULL SIZE TO FLOOR DRAIN B-2 2" 399 MBH 2-1/2" 2-1/2" CP-1CP-2 2-1/2" HWR FROM BUILDING 2-1/2" HWS TO BUILDING P-1 P-2 INLINE PUMP. REFER TO DETAIL, TYP. 3/4" 2" HWR 2" AUTOMATIC AIR VENT THERMOMETER TYP. HWS HWR PIPE FULL SIZE TO FLOOR DRAIN 1" MAKE-UP RE: PLBG POT FEEDER REFER TO DETAIL CONDENSING WALL HUNG BOILER, REFER TO DETAIL TYP. HYDRAULIC SEPARATOR AS-1 2-1/2"2-1/2" TIMER SWITCH EF-9 REVERSE ACTING LINE VOLTAGE THERMOSTAT LIGHT SWITCH BY DIV. 26 EF-3,7,8 EA EF-S 1 EXHAUST FAN EF-2 ECM 4 SPACE-SP 7 POOL MECHANICAL ROOM SENSOR ATMOSPHERIC SENSING HEAD LOCATE IN A LOW WIND AREA 3 COORDINATE WALL CONTROLLER LOCATIONS WITH OWNER POWER BY E.C. LCD MULTIPLE FAN CONTROLLER HVLS CEILING FANS CF-1, 2, 3, 4A & 5A INDICATED POINTS SHALL BE CONNECTED TO THE CLOSETS DDC PANEL (I.E. A VAV TERMINAL CONTROL PANEL). DOMESTIC HOT WATER SEWAGE EJECTOR SEWAGE EJECTOR ELEVATOR SUMP INTEGRAL CONTROL PANEL PP-1-S 7 INTEGRAL CONTROL PANEL SE-1-S 5 SE-2-S 6 3 SE-ALARM 4 SP-ALARM 3 USER INTERFACE REMOTE BROWSER INTERNET LOCAL & ZONE CONTROLLERS BACnet MS/TP COMM BUS BLDG NETWORK CONTROLLER TO ADDITIONAL BACNET LOCAL CONTROLLERS 6 5 7 REFER TO SPECIFICATION SECTION 23 09 23 FOR SEQUENCE OF OPERATION SPACE DIFFERENTIAL PRESSURE 7 POINTS LIST 8FAN TERMINAL UNIT FAN STATUS 150°F 70°F 100°F SEPARATOR AS-1 AIR/DIRT/HYDRAULIC T PUMP SE-2 PUMP SE-1 RECIRC. PUMP PP-1PUMP SP-1 PUMP CP-2 PUMP P-1 PUMP P-2 PUMP CP-1 PUMP P-1 VFD CONTROL PUMP P-2 VFD CONTROL PUMP P-1 START/STOP PUMP P-2 START/STOP DIFFERENTIAL PRESSURE TRANSMITTER DPT-1 PUMP CP-1 STATUS PUMP CP-2 STATUS PUMP P-1 STATUS PUMP P-2 STATUS SEWAGE EJECTOR PUMP SE-1 STATUS SEWAGE EJECTOR PUMP SE-2 STATUS DOMESTIC HOT WATER RECIRC. PUMP PP-1 STATUS DOMESTIC HOT WATER RECIRC. PUMP PP-1 START/STOP HWR HWS HWS BOILER ROOM EPO 6 7 BOILER ROOM EPO SWITCH 8 POOL MECH. ROOM EPO SWITCH BOILER ROOM EPO 6 HARD WIRE INTERFACE TO BOILER SAFETY CIRCUITS POOL MECH. ROOM EPO 7 POOL MECH. ROOM EPO 7 HARD WIRE INTERFACE TO POOL BOILER SAFETY CIRCUITS 2 HOUR ROTARY TIMER SWITCH EF-13 12 HOUR ROTARY MOTORIZED N C DAMPER ELEVATOR SHAFT TEMPERATURE 8 FROM FIRE ALARM CONTROL SYSTEM. REFER TO DIV. 26 ECM CAT 5 CABLE BETWEEN FAN'S RJ45 JACK AND REMOTE USER TERMINAL. 5 CABINET UNIT HEATER START/STOP N C RA C H SA T-STAT STRAP-ON HTG VLV B-3 2" 399 MBH BALL VALVE TYP. CP-3 INLINE CIRCULATION PUMP. REFER TO DETAIL, TYP. BOILER HOT WATER B-3 CONDENSING MS 8 CP-3-S SLAVE FACTORY BOILER CONTROLLER B-3 HWS-T PUMP CP-3 PUMP CP-3 STATUS EF-S 1 EF-S 1 EF-S 1EF-S EF-S 1 EF-S 1 *3-WAY VALVES WILL BE USED WHERE INDICATED ON PLANS 1 1 HWR HWS HWR HWS REFER TO SPECIFICATION SECTION 23 09 23 FOR SEQUENCE OF OPERATION REFER TO SPECIFICATION SECTION 23 09 23 FOR SEQUENCE OF OPERATION EA EF-15 EF-S 1 1 2 1 ZN-SET ZN-T 2-1/2" PROVIDE AN EPO SWITCH AT EVERY DOOR SERVING THE BOILER ROOM. PROVIDE AN EPO SWITCH AT EVERY DOOR SERVING THE BOILER ROOM. 6 CEILING FAN START/STOP 6 PROVIDE 3 CONTROLLERS - (1)CF-1 & CF-2; (2)CF-3; (3- ADD ALT #2)CF-4A & CF-5A MOTORIZED N C DAMPEREF-16 EA EA 1 MOTORIZED N C DAMPER EA EF-S 1 1 EF-6,11,12,14,16,17 EA MOTORIZED N C DAMPER EA TIMER SWITCH EF-10 12 HOUR ROTARY MOTORIZED N C DAMPER EF-S 1 EA The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 12" = 1'-0" 20 1 6 - 1 0 - 3 1 1 1 : 4 8 : 4 7 C: \ U s e r s \ a b r u e c k \ D o c u m e n t s \ R e v i t \ 1 6 0 2 3 - H V A C - R 1 6 - C e n tr a l _ a b r u e c k @ t h e b a l l a r d g r o u p . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R PWF AB 9-1-2016 16003 HVAC CONTROL DRAWINGS & HEATING WATER PIPING SCHEMATIC M603 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ROOFTOP UNIT SCHEDULE (GAS FIRED HEATING & ELECTRIC DX COOLING - RETURN FAN) PLAN SERVICE MANUFACTURER COOLING CAPACITY HEATING CAPACITY SUPPLY FAN RETURN FAN ELECTRICAL DIMENSIONS (IN) WT. REMARKS CODE & MODEL NUMBER NOMINAL TOTAL SENSIBLE AMBIENT EAT LAT UNIT MBH INPUT MBH OUTPUT TURN EAT LAT CFM CFM CFM MIN. O.A.MOTOR ESP CFM MOTOR ESP V/Φ/Hz COMP. COND. S.F. R.F. MCA MOP EER IEER H L W (LBS) TONS MBH MBH DB DB WB DB WB DAT @ S.L. @ 7,600' DOWN (°F) REQUIRED (COOLING) (MIN) (HEATING) CFM HP @ S.L. HP (IN WC) FLA FLA FLA FLA (A) (A) (°F) (°F) (°F) (°F) (°F) (DB °F) REQUIRED RATIO (°F) (MAX)(IN WC)(A) (A) (A) (A) RTU-1 GYMNASIUM DAIKIN RPS031D 30 338.9 292.6 95.0 80.3 62.3 53.7 52.8 55.0 800 582.9 20:1 42.0 95.0 13,520 6,760 13,520 4,000 20.0 1.5'' 12,170 7.5 1.00'' 460/3/60 NOTEl: 15 (4)@2.1 A 23.5 10.0 104.5 125 10.0 14.4 74'' 312'' 94'' 9,500 NOTE: 1,3,4,5,6,7,8,9,10,11,12,13,14 RTU-2 MAIN-SOUTH VAV DAIKIN RPS020D 20 243.3 176.3 95.0 79.7 64.1 54.2 53.5 55.0 320 170.1 20:1 51.7 89.6 8,500 2,550 5,525 1,400 10.0 2.0'' 7,650 7.5 1.50'' 460/3/60 NOTE: 16 (2)@2.1 A 12.9 10.0 76.8 90 9.9 13.4 74'' 267'' 94'' 9,000 NOTE: 2,4,5,6,7,8,9,10,11,12,13,14 RTU-3 MAIN & LOWER-NORTH VAV DAIKIN RPS074D 70 794.8 576.5 95.0 78.9 63.1 52.6 51.9 55.0 1,000 530.7 20:1 40.2 77.4 27,000 9,450 17,550 7,600 30.0 2.5'' 24,300 15.0 2.00'' 460/3/60 NOTE: 18 (8)@2.1 A 35.0 17.7 197.2 225 9.5 14.7 91'' 442'' 99'' 15,000 NOTE: 2,4,5,6,7,8,9,10,11,12,13,14 NOTES: 1. VAV UNIT WITH VFD ON SUPPLY FAN. CAPACITY CONTROL ON COOLING SYSTEM BY EITHER DIGITAL OR VARIABLE SPEED SCROLL COMPRESSORS.6.PROVIDE UNIT WITH DISCONNECT SWITCH.10.HINGED ACCESS DOORS AND DOOR LATCHES.15. TWO (2) COMPRESSORS @ (1)23.1 A;(2) 30.1 A. 2. SINGLE ZONE VAV SYSTEM WITH VFDS ON SUPPLY FANS, CAPACITY CONTROL ON COOLING SYSTEM BY EITHER DIGITAL OR VARIABLE SPEED SCROLL COMPRESSORS.7.MOUNT UNIT AND CURB ON 6" CONCRETE PAD. PAD SHALL EXTEND PAST UNIT FOOTPRINT 6" IN ALL DIRECTIONS.11. PROVIDE 100% DRYBULB ECONOMIZER.16. TWO (2) COMPRESSORS @ (1)19.2 A;(2) 22.9 A. 3. PROVIDE UNIT WITH HOT-GAS REHEAT FOR DEHUMIDIFICATION CONTROL.SCHEDULED WEIGHT AND HEIGHT DO NOT INCLUDE CONCRETE PAD.12. PROVIDE A RETURN FAN WITH VFD FOR SPACE PRESSURE CONTROL.17. THREE (3) COMPRESSORS @ (2)18.6 A; (1) 42.5 A. 4. PROVIDE UNIT WITH FACTORY MOUNTED AND TESTED CONTROLS WITH BACNET INTERFACE TO BUILDING AUTOMATION SYSTEM.8.PROVIDE UNIT WITH FACTORY FABRICATED 18" ROOF CURB. SCHEDULED WEIGHT AND HEIGHT INCLUDE ROOF CURB.13. PROVIDE UNIT WITH OUTDOOR AIRFLOW MONITORING.18. FOUR (4) COMPRESSORS @ (3)23.1 A; (1) 45.2 A. 5. PROVIDE UNIT WITH HAIL GUARDS OR MICROCHANNEL CONDENSER COILS.9.PROVIDE UNIT WITH MODULATING GAS HEAT.14. PROVIDE HEATING SECTION WITH STAINLESS STEEL HEAT EXCHANGER. MAKE-UP-AIR UNIT WITH (GAS FIRED HEATING & EVAPORATIVE COOLING) PLAN MANUFACTURER SERVICE LOCATION OUTSIDE AIR GAS HEAT EVAPORATIVE COOLING ELECTRICAL DIMENSIONS (IN) WT. REMARKS CODE MODEL NO.MAXIMUM MINIMUM ESP TSP MBH MBH OUTPUT MODULATION EAT LAT EVAP MEDIA FACE EAT LAT SUPPLY FAN V/Φ/Hz MCA MOP L W H (LBS) AIRFLOW AIRFLOW (IN WC) (IN WC) INPUT @ S.L. @ (7,600') (°F) (°F) EFF. VEL. DB WB DB WB (HP) (CFM) (CFM)REQUIRED (%) (FPM) (°F) (°F) (°F) (°F) MAU-1 GREENHECK IGX-112-H22 POOL MECHANICAL ROOF 3,000 1,500 1.25 1.47 400.0 234.1 8:1 -20.0 76.0 89 CELDEK 500 88.0 60.0 64.0 61.0 2.0 460/3/60 5.3 15 116'' 54'' 64'' 1,500 NOTES: 1,2,3,4,5,6,7,8 NOTES: 1. SINGLE ZONE VARIABLE AIR VOLUME UNIT.3. MOUNT UNIT AND CURB ON 6" CONCRETE PAD. PAD SHALL EXTEND PAST UNIT FOOTPRINT 6" IN ALL DIRECTIONS. 5.PROVIDE UNIT WITH BACNET INTERFACE FOR CONTROL BY TEMPERATURE CONTROLS CONTRACTOR.7. PROVIDE AUTO DRAIN AND FILL FOR EVAPORATIVE COOLER. 2. 100% OUTSIDE AIR. DISCHARGE FROM END OF UNIT.4. PROVIDE SUPPLY FAN WITH VFD WITH BACNET INTERFACE.6. HINGED ACCESS DOORS, INLET MOTORIZED DAMPER, DOUBLE WALL INSULATED UNIT CASING.8. PROVIDE UNIT WITH FACTORY FABRICATED 18" ROOF CURB. SCHEDULED WEIGHT AND HEIGHT INCLUDE ROOF CURB. VARIABLE AIR VOLUME TERMINAL UNIT SCHEDULE (HOT WATER COIL) PLAN MANUFACTURER THERMOSTAT INLET AIR QUANTITY (CFM) INLET UNIT COIL SECTION (NOTE: 4) DIMENSIONS (IN) MAX. CONTROL VAV REMARKS CODE & MODEL NUMBER LOCATION SIZE COOLING MIN HEATING S.P.P.D. MBH GPM WPD COIL EWT EAT LAT H L W SOUND (NOTE: 5) ZONE (IN) (MAX) (IN WC) (IN WC) (FT WC) ROWS (°F) (°F) (°F) (dB) EXPOSURE VAV-2-1 TRANE VCWF A106 W. TEAM LOCKER 8 650 195 425 1.0'' 0.30 12.7 1.0 5.0 1 150.0 55.0 90.0 10'' 25'' 12'' 63 DDC PERIMETER NOTE: 1,2,3,4 VAV-2-2 TRANE VCWF A107 M. TEAM LOCKER 10 990 300 645 1.0'' 0.31 19.3 1.5 5.0 1 150.0 55.0 90.0 13'' 25'' 14'' 50 DDC PERIMETER NOTE: 1,2,3,4 VAV-2-3 TRANE VCWF 231 M. LOCKER 12 1,500 450 975 1.0'' 0.56 31.2 2.5 5.0 2 150.0 55.0 92.3 15'' 25'' 16'' 50 DDC PERIMETER NOTE: 1,2,3,4 VAV-2-4 TRANE VCWF 221 W. LOCKER 12 1,500 450 975 1.0'' 0.56 25.1 2.0 5.0 2 150.0 55.0 85.0 15'' 25'' 16'' 50 DDC INTERIOR NOTE: 1,2,3,4 VAV-2-5 TRANE VCWF 258 GUARDS 7 550 165 360 1.0'' 0.47 9.3 1.0 5.0 2 150.0 55.0 85.0 10'' 25'' 12'' 59 DDC INTERIOR NOTE: 1,2,3,4 VAV-2-6 TRANE VCWF 212 FAMILY CHANGING 6 400 120 260 1.0'' 0.30 6.7 0.5 5.0 1 150.0 55.0 85.0 8'' 25'' 12'' 49 DDC INTERIOR NOTE: 1,2,3,4 VAV-2-7 TRANE VCWF 211 PARTY ROOM 8 560 170 365 1.0'' 0.22 9.4 1.0 5.0 1 150.0 55.0 85.0 10'' 25'' 12'' 49 DDC INTERIOR NOTE: 1,2,3,4 VAV-2-8 TRANE VCWF 205 INDOOR PLAY 12 1,440 435 940 1.0'' 0.52 35.0 2.5 5.0 2 150.0 55.0 98.4 15'' 25'' 16'' 50 DDC PERIMETER NOTE: 1,2,3,4 VAV-2-9 TRANE VCWF 202 LOBBY 12 1,440 435 1,440 1.0'' 0.52 51.2 3.5 5.0 2 150.0 55.0 96.5 15'' 25'' 16'' 51 DDC PERIMETER NOTE: 1,2,3,4 VAV-3-1 TRANE VCWF 272 DESK STAFF 8 650 230 425 1.0'' 0.30 10.9 1.0 5.0 1 150.0 55.0 85.0 10'' 25'' 12'' 44 DDC INTERIOR NOTE: 1,2,3,4 VAV-3-2 TRANE VCWF 275 CONFERENCE 8 660 235 430 1.0'' 0.31 12.9 1.0 5.0 1 150.0 55.0 90.0 10'' 25'' 12'' 45 DDC PERIMETER NOTE: 1,2,3,4 VAV-3-3 TRANE VCWF 277 MARKET 6 250 90 165 1.0'' 0.12 4.9 0.5 5.0 1 150.0 55.0 90.0 8'' 25'' 12''47 DDC PERIMETER NOTE: 1,2,3,4 VAV-3-4 TRANE VCWF 281 EXEC. DIR.6 320 115 210 1.0'' 0.19 8.0 1.0 5.0 1 150.0 55.0 99.2 8'' 25'' 12'' 48 DDC PERIMETER NOTE: 1,2,3,4 VAV-3-5 TRANE VCWF 285 FACILITY DIR.6 385 135 255 1.0'' 0.27 7.6 1.0 5.0 1 150.0 55.0 90.0 8'' 25'' 12'' 49 DDC PERIMETER NOTE: 1,2,3,4 VAV-3-6 TRANE VCWF 278 COPY 7 435 155 285 1.0'' 0.18 7.3 0.5 5.0 1 150.0 55.0 85.0 10'' 25'' 12'' 49 DDC INTERIOR NOTE: 1,2,3,4 VAV-3-7 TRANE VCWF 264 TRACK 24x16 3,675 1,290 2,390 1.0'' 0.00 71.7 5.0 5.0 2 150.0 55.0 90.0 18'' 25'' 38'' 50 DDC PERIMETER NOTE: 1,2,3,4 VAV-3-8 TRANE VCWF 261 CARDIO 14 2,030 715 1,525 1.0'' 0.50 56.4 4.0 5.0 2 150.0 55.0 98.1 18'' 29'' 20'' 50 DDC PERIMETER NOTE: 1,2,3,4 VAV-3-9 TRANE VCWF 262 MP GROUP EX.16 2,780 975 1,810 1.0'' 0.60 46.5 3.5 5.0 2 150.0 55.0 85.0 18'' 29'' 24'' 63 DDC INTERIOR NOTE: 1,2,3,4 VAV-3-10 TRANE VCWF 124 MP GROUP EX.16 2,560 900 1,665 1.0'' 0.51 49.9 3.5 5.0 2 150.0 55.0 90.0 18'' 29'' 24'' 63 DDC PERIMETER NOTE: 1,2,3,4 VAV-3-11 TRANE VCWF 123 STRENGTH 12 1,700 595 1,105 1.0'' 0.47 28.4 2.0 5.0 1 150.0 55.0 85.0 15'' 25'' 16'' 50 DDC INTERIOR NOTE: 1,2,3,4 VAV-3-12 TRANE VCWF 123 STRENGTH 12 1,700 595 1,105 1.0'' 0.47 28.4 2.0 5.0 1 150.0 55.0 85.0 15'' 25'' 16'' 59 DDC INTERIOR NOTE: 1,2,3,4 VAV-3-13 TRANE VCWF 121 JR GOLF 6 375 135 245 1.0'' 0.47 6.3 0.5 5.0 1 150.0 55.0 85.0 8'' 25'' 12'' 59 DDC INTERIOR NOTE: 1,2,3,4 VAV-3-14 TRANE VCWF CLASSROOM 10 905 320 905 1.0'' 0.47 23.3 2.0 5.0 1 150.0 55.0 85.0 13'' 25'' 14'' 59 DDC INTERIOR NOTE: 1,2,3,4 VAV-3-15 TRANE VCWF 112 KITCHEN 6 150 55 100 1.0'' 0.47 3.0 0.5 5.0 1 150.0 55.0 90.0 8'' 25'' 12''63 DDC PERIMETER NOTE: 1,2,3,4 VAV-3-16 TRANE VCWF 102 LOUNGE 10 1,100 385 715 1.0'' 0.47 21.4 1.5 5.0 1 150.0 55.0 90.0 13'' 25'' 14'' 63 DDC PERIMETER NOTE: 1,2,3,4 VAV-3-17 TRANE VCWF 108 P&R DIRECTOR 7 485 170 320 1.0'' 0.47 8.2 1.0 5.0 1 150.0 55.0 85.0 10'' 25'' 12'' 63 DDC INTERIOR NOTE: 1,2,3,4 VAV-3-18 TRANE VCWF 106 GAMES 10 1,095 385 715 1.0'' 0.38 18.4 1.5 5.0 1 150.0 55.0 85.0 13'' 25'' 14'' 33 DDC INTERIOR NOTE: 1,2,3,4 VAV-3-19 TRANE VCWF 141 COMMUNITY 14 1,880 660 1,225 1.0'' 0.43 36.7 2.5 5.0 2 150.0 55.0 90.0 18'' 29'' 20'' 34 DDC PERIMETER NOTE: 1,2,3,4 VAV-3-20 TRANE VCWF 141 COMMUNITY 16 2,600 910 1,690 1.0'' 0.53 50.7 3.5 5.0 2 150.0 55.0 90.0 18'' 29'' 24'' 35 DDC PERIMETER NOTE: 1,2,3,4 VAV-3-21 TRANE VCWF 141 COMMUNITY 14 2,280 800 1,485 1.0'' 0.63 44.5 3.0 5.0 2 150.0 55.0 90.0 18'' 29'' 20'' 36 DDC PERIMETER NOTE: 1,2,3,4 VAV-3-22 TRANE VCWF 142 KITCHEN 10 1,100 715 715 1.0'' 0.38 26.1 2.0 5.0 1 150.0 55.0 97.7 13'' 25'' 14'' 37 DDC PERIMETER NOTE: 1,2,3,4 VAV-3-23 TRANE VCWF 261 CARDIO SOUTH 10 1,025 360 720 1.0'' 0.33 27.6 2.0 5.0 1 150.0 55.0 99.8 13'' 25'' 14'' 38 DDC INTERIOR NOTE: 1,2,3,4 VAV-3-24 TRANE VCWF 202 LOBBY 7 550 195 495 2.0'' 0.00 16.6 1.5 5.0 1 150.0 55.0 94.2 10'' 25'' 12'' 39 DDC INTERIOR NOTE: 1,2,3,4 NOTES: 1. MAXIMUM SOUND POWER SCHEDULED IS END DISCHARGE SOUND POWER LEVEL BASED ON MAXIMUM SCHEDULED AIRFLOW 4. HEATING COIL DUTY RATED AT HEATING CFM. AT 1.0" WC INLET PRESSURE AT 500 Hz. OCTAVE BAND. REFER TO SPECIFICATION FOR FURTHER SOUND REQUIREMENTS.5. UNIT CONTROLS ARE DIRECT DIGITAL CONTROL (DDC), BY T.C.C. 2. MAXIMUM DIFFERENTIAL PRESSURE IS AT MAXIMUM SCHEDULED AIRFLOW WITH REHEAT COIL WHERE INDICATED.6. PROVIDE COIL WITH 3-WAY VALVE. 3. SELECT HEATING COIL ASSUMING 0% GLYCOL SOLUTION AND ELEVATION OF 7,600' ABOVE SEA LEVEL. NATATORIUM DEHUMIDIFICATION/HEAT RECOVERY UNIT SCHEDULE PLAN MANUFACTURER SERVICE HEAT EXCHANGER DIRECT DRIVE FANS HEATING ELECTRICAL DIMENSIONS (IN) WT. REMARKS CODE & MODEL NO. MODEL MODE CFM EAT LAT APD MODE CFM EAT LAT APD SERVICE TOTAL CFM PER SIZE/ TYPE ESP RPM BHP MHP INPUT OUTPUT EAT LAT V/Φ/Hz DISC. MOP MCA L W H (LB) DB/WB (°F) DB/WB (°F) (IN WC) DB (°F)/%RH DB (°F) (IN WC) CFM FAN NUMBER (IN WC) (MBH) MBH@ALT DB (°F) DB (°F) SIZE PDU-1A INNOVENT NDHU-OU-PL-15700- IF-460 A110 EXIST. NATATORIUM H-1-40C-1350 WINTER OA 7,900 -20.0 43.6/26.8 0.37'' WINTER EA 9,470 86.0/31.0 42.4 0.67'' SUPPLY 15,700 7,850 24"/2 AF-PLN 2.0'' 1,848 (2)@7.5 (2)@10 1,000 580 63 108.2 460/3/60 60 50 39 354'' 100'' 120'' 12,500 NOTE: 1,2,3,4,5,6,7 PURGE OA - - - - PURGE EA - - - - SUMMER OA 7,900 88.0/60.0 86.8/59.6 0.61'' SUMMER EA 9,470 86.0/60.1 86.9 0.79'' EXHAUST 9,470 NA 22"/1 AF-PLN 1.5'' 1,939 7.0 10.0 DEW POINT OA - - - - DEW POINT EA - - - - PDU-2 INNOVENT NDHU-OU-PL-14700- IF-460 251 NATATORIUM H-1-40C-1350 WINTER OA 7,400 -20.0 44.2/27.1 0.37'' WINTER EA 8,870 86.0/31.0 42.1 0.66'' SUPPLY 14,700 7,350 24"/2 AF-PLN 2.0'' 1,809 (2)@7.0 (2)@10 800 464 65.1 103.7 460/3/60 60 45 36.4 300'' 100'' 111'' 11,000 NOTE: 1,2,3,4,5,6 PURGE OA - - - 0.48'' PURGE EA - - - - SUMMER OA 7,400 88.0/60.0 86.8/59.6 0.60'' SUMMER EA 8,870 86.0/60.1 86.9 0.79'' EXHAUST 8,870 NA 22"/1 AF-PLN 1.5'' 1,865 6.3 7.5 DEW POINT OA - - - 0.57'' DEW POINT EA - - - - NOTES: 1. PROVIDE UNIT WITH FACTORY FABRICATED 18" ROOF CURB. SCHEDULED WEIGHT & HEIGHT INCLUDE ROOF CURB.3. PROVIDE WITH 2" MERV 8 OUTSIDE AIR FILTERS & 2" WASHABLE ALUMINUM RETURN AIR FILTERS.5. MOUNT UNIT AND CURB ON 6" CONCRETE PAD. PAD SHALL EXTEND PAST UNIT FOOTPRINT 4" IN ALL DIRECTIONS.6. INTEGRAL CONTROLS WITH BACNET INTERFACE. 2. CAPACITY CONTROL ON COOLING SYSTEM BY DIGITAL SCROLL COMPRESSOR.4. VFD ON SUPPLY AND EXHAUST FAN ARRAYS.SCHEDULED WEIGHT AND HEIGHT DO NOT INCLUDE CONCRETE PAD.7. INCLUDE IN ADD ALTERNATE #2 ONLY. FAN SCHEDULE PLAN MANUFACTURER TYPE SERVICE SONES CFM ESP @ S.L. MOTOR DIMENSIONS (IN) WT CONT. VIB. DAMPER REMARKS CODE & MODEL NO.(IN WC) HP RPM V/Φ/Hz H W L (LBS) ISOL. TYPE EF-1 GREENHECK G-099-VG CENT. ROOF 254 ELEC 10.2 800 0.50'' 1/4 1,725 115/1/60 42'' 25"ø 50 NOTE: 7 NONE NOTE: 6 NOTE: 2,8,12 EF-2 GREENHECK G-143-VG CENT. ROOF 253 POOL MECH. 12.5 2,000 0.50'' 1 1,725 208/1/60 42'' 29"ø 70 NOTE: 20 NONE NOTE: 6 NOTE: 2,8,12 EF-3 GREENHECK SP-A290 CEILING 257 GUARD CHG 3.0 150 0.45'' 81 W 1,050 115/1/60 12" 12'' 14'' 25 NOTE: 3 NOTE: 22 NOTE: 18 NOTE: 4,12 EF-4 GREENHECK G-143HP-VG CENT. ROOF A102 MECHANICAL 9.9 500 0.75'' 1/4 1,500 115/1/60 44'' 29"ø 60 NOTE: 7 NONE NOTE:6 NOTE: 2,8,12 EF-5 GREENHECK G-099-VG CENT. ROOF A108 POOL STORAGE 7.9 500 0.50'' 1/4 1,725 115/1/60 42'' 25"ø 50 NOTE: 7 NONE NOTE: 18 NOTE: 2,8,12 EF-6 GREENHECK G-143-VG CENT. ROOF EAST LOCKERS 11.0 1,550 0.75'' 1 1,725 208/1/60 42'' 29"ø 110 NOTE: 9 NONE NOTE: 6 NOTE: 2,8,12 EF-7 GREENHECK SP-A390 CEILING 203 MEN 5.5 200 0.75'' 135 W 1,350 115/1/60 12'' 14'' 12'' 25 NOTE: 3 NOTE: 22 NOTE: 18 NOTE: 4,12 EF-8 GREENHECK SP-A390 CEILING 204 WOMEN 5.5 200 0.75'' 135 W 1,350 115/1/60 12'' 14'' 12'' 25 NOTE: 3 NOTE: 22 NOTE: 18 NOTE: 4,12 EF-9 GREENHECK G-103HP-VG CENT. ROOF 275 CONFERENCE 6.8 350 0.50'' 1/4 1,725 115/1/60 42'' 25"ø 50 NOTE: 1 NONE NOTE: 18 NOTE: 2,8,12 EF-10 GREENHECK G-143HP-VG CENT. ROOF 112 KITCHEN 10.5 550 0.75'' 1/4 1,725 115/1/60 42'' 29"ø 60 NOTE: 19 NONE NOTE: 18 NOTE: 2,8,12 EF-11 GREENHECK G-103HP-VG CENT ROOF 111 WOMEN/110 MEN 9.6 300 0.75'' 1/4 1,725 115/1/60 42'' 25"ø 50 NOTE: 9 NONE NOTE: 6 NOTE: 2,8,12 EF-12 GREENHECK G-103-VG CENT. ROOF 105 MEN/106 WOMEN 8.9 900 0.75'' 1/4 1,725 115/1/60 42'' 25"ø 50 NOTE: 9 NONE NOTE: 6 NOTE: 2,8,12 EF-13 GREENHECK SP-A780 CENT. ROOF 142 COM. KITCHEN 7.0 500 0.75'' 350 W 1,725 115/1/60 15'' 15'' 18'' 35 NOTE: 19 NONE NOTE: 18 NOTE: 2,8,12 EF-14 GREENHECK G-133-VG CENT. ROOF A106/A107 LOCKERS 13.2 1,400 0.75'' 3/4 1,725 115/1/60 42'' 29"ø 60 NOTE: 9 NONE NOTE: 6 NOTE: 2,8,12 EF-15 GREENHECK G-099-VG CENT. ROOF ELEVATOR 9.8 750 0.50'' 1/4 1,725 115/1/60 42'' 25"ø 50 NOTE: 14 NONE NOTE: 6 NOTE: 2,8,12 EF-16 GREENHECK SP-B150 CEILING 143 KITCHEN STORAGE 4.5 75 0.75'' 128 W 1,050 115/1/60 7'' 15'' 14'' 15 NOTE: 9 NOTE: 22 NOTE: 18 NOTE: 4,12 EF-17 GREENHECK G-143-VG CENT. ROOF WEST LOCKERS 13.3 1,900 0.75'' 1 1,725 208/1/60 42'' 29"ø 110 NOTE: 9 NONE NOTE: 6 NOTE: 2,8,12 TF-1 GREENHECK SP-A700 CEILING 282 ELEC 6.0 620 0.45'' 350 W 1,100 115/1/60 12'' 12'' 24'' 35 NOTE: 7 NOTE: 22 NOTE: 6 NOTE: 4,12 TF-2 GREENHECK SP-A700 CEILING 109 ELEC 6.0 620 0.45'' 350 W 1,100 115/1/60 12'' 12'' 24'' 35 NOTE: 7 NOTE: 22 NOTE: 6 NOTE: 4,12 TF-3 GREENHECK SP-A700 CEILING 255 POOL STORAGE 4.0 450 0.45'' 350 W 1,100 115/1/60 12'' 12'' 24'' 35 NOTE: 17 NOTE: 22 NOTE: 6 NOTE: 4,12 KEF-1 ACCUREX XRUD-099-A HORIZONTAL UPBLAST 142 KITCHEN HOOD - 800 0.60'' 1/4 1,725 115/1/60 30'' 25"ø 50 NOTE: 25 NONE NONE NOTE: 8,24 CF-1 & 2 MACRO AIR AIRVOLUTION D 550 CEILING CIRCULATOR 131 GYM < 53 dBA 158,000 - 1,070 W 90 460/3/60 42'' 16'ø 180 NOTE: 5 NONE NONE NOTE: 10,11,12 CF-3 MACRO AIR AIRVOLUTION D 550 CEILING CIRCULATOR 259 SPORTS POOL < 53 dBA 181,000 - 900 W 74 460/3/60 42'' 18'ø 190 NOTE: 5 NONE NONE NOTE: 10,11,12 CF-4A & 5A MACRO AIR AIRVOLUTION D 550 CEILING CIRCULATOR A110 EXIST NATATORIUM < 59 dBA 84,000 - 850 170 460/3/60 42'' 10'ø 155 NOTE: 5 NONE NONE NOTE: 10,11,12,23 NOTES: 1. FAN SHALL BE CONTROLLED BY 2 HOUR ROTARY TIMER SWITCH, LINE VOLTAGE.14. FAN SHALL BE CONTROLLED BY SPACE TEMPERATURE SENSOR. REFER TO SPECIFICATION SECTION 2. PROVIDE FAN WITH 18" TALL FACTORY FABRICATED ALUMINUM ROOF CURB. (INCLUDED IN FAN HEIGHT SHOWN) 23 09 23 FOR SEQUENCE OF OPERATION. 3. FAN SHALL BE INTERLOCKED WITH LIGHTING OCCUPANCY SENSOR.15. REFER TO DETAIL ON SHEET M700 FOR VIBRATION ISOLATION REQUIREMENTS. 4. PROVIDE FAN WITH SPEED CONTROL SWITCH.16. PROVIDE FAN WITH MANUFACTURER'S PVC "ADJUSTABLE" MANUAL VOLUME DAMPER. 5. PROVIDE BACNETY INTERFACE FOR ON/OFF CONTROL AND MANUFACTURER'S DIGITAL WALL CONTROLLER 17. FAN SHALL OPERATE CONTINUOUSLY, 24/7. WITH ON/OFF OVERRIDE & SPEED CONTROL, PROVIDE MIN. 200' CABLE.18. PROVIDE FAN WITH MOTORIZED DAMPER. 6. PROVIDE FAN WITH GRAVITY BACKDRAFT DAMPER.19. FAN SHALL BE CONTROLLED BY 12 HOUR ROTARY TIMER SWITCH, LINE VOLTAGE, BY T.C.C. 7. FAN CONTROLLED BY LINE VOLTAGE, REVERSE ACTING THERMOSTAT.20. FAN SHALL OPERATE TO CONTROL SPACE PRESSURE. REFER TO 8. PROVIDE FAN WITH EC MOTOR AND UNIT MOUNTED POTENTIOMETER FOR FAN BALANCING.SPECIFICATION SECTION 23 09 23 FOR SEQUENCE OF OPERATION. 9. FAN SHALL BE CONTROLLED BY OCCUPIED/UNOCCUPIED SCHEDULE THROUGH DDC SYSTEM. 21. PROVIDE WITH AIR INTAKE OPENING GUARD. 10. COLOR SELECTION BY ARCHITECT.22. PROVIDE WITH MANUFACTURER'S EXTERNAL ISOLATION HANGER KIT. 11. INTERLOCK FANS WITH FIRE ALARM SYSTEM. PROVIDE HARD WIRED SHUTDOWN CAPABILITY. 23. INCLUDE IN ADD ALTERNATE #2 ONLY. 12. PROVIDE INTEGRAL ELECTRIC DISCONNECT SWITCH.24. REFER TO SHEET M705 FOR ADDITIONAL KITCHEN EXHAUST HOOD SYSTEM REQUIREMENTS. 13. ALL PLASTIC CONSTRUCTION.25. INTERLOCK WITH KITCHEN HOOD EXHAUST SYSTEM. 4 The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 4. 1. 10-31-16 PERMIT SET 12-19-16 BULLETIN #004 12" = 1'-0" 12 / 1 9 / 2 0 1 6 7 : 0 4 : 5 4 P M C: \ U s e r s \ a b r u e c k \ D o c u m e n t s \ 1 6 0 2 3 - H V A C - R 1 6 - C e n t r a l _ a br u e c k @ t h e b a l l a r d g r o u p . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R PWF AB 9-1-2016 16003 HVAC SCHEDULES M701 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O DUCTLESS SPLIT SYSTEM (INDOOR UNIT AND CONDENSING UNIT) SCHEDULE PLAN MANUFACTURER & SERVICE SUPPLY FAN DX COOLING COIL OPER.PLAN MANUFACTURER CAPACITY AMBIENT ELECTRICAL DIMENSIONS (IN) WT. REMARKS CODE MODEL NUMBER CFM ESP POWER V/Φ/Hz TOTAL SENS. EAT (°F)SIZE (IN) WT. CODE & MODEL NO. TONS MBH SEER (°F) MCA MOP V/Φ/Hz H L W (LBS) (IN WC) MBH MBH DB WB H L W (LBS) DSIU-1 DAIKIN FTXS36LVJU 276 LAN 770 - NOTE: 7 230/1/60 36.0 22.9 80.0 67.0 14'' 48'' 10'' 38 DSCU-1 DAIKIN RXS36LVJU 3.0 36.0 17.9 88 19.5 20.0 230/1/60 39'' 37'' 13'' 180 NOTES: 1,2,3,4,5,6,8,9,10 NOTES: 1. PROVIDE WITH FACTORY INSTALLED ELECTRIC DISCONNECT SWITCH. 3. INTEGRAL MICROPROCESSOR CONTROL SYSTEM.5.WASHABLE FILTER. 7. INDOOR UNIT, DSIU-1, IS FED FROM OUTDOOR UNIT, DSCU-1. BOTH UNITS HAVE SAME ELECTRICAL REQUIREMENTS. 9. MOUNT UNIT AND CURB ON 6" CONCRETE PAD. PAD SHALL EXTEND PAST UNIT FOOTPRINT 4" IN ALL DIRECTIONS. 2. LOW AMBIENT CONTROL, CRANKCASE HEATER AND WIND BAFFLE. 4. REFRIGERANT LINE SET - SIZED BY SUPPLIER.6.R-410A REFRIGERANT. 8. PROVIDE WITH MANUFACTURER'S WALL MOUNTED THERMOSTAT.10. PROVIDE UNIT WITH ULTRA LOW AMBIENT COOLING KIT. LOUVER SCHEDULE PLAN MANUFACTURER SERVICE FREE AREA CFM VELOCITY APD MOUNTING MATERIALS DIMENSIONS (IN) REMARKS CODE & MODEL NO.(SF) (FPM) (IN WC) TYPE L H W LVR-1 RUSKIN ELF375DXH PDU-1 RETURN/EXHAUST 29.1 17,200 591 0.07 FLANGED NOTE: 3 72'' 104'' 4'' NOTE: 1,2,4 LVR-2 RUSKIN ELF375DXH PDU-2 RETURN/EXHAUST 17.7 9,570 541 0.06 FLANGED NOTE: 3 64'' 72'' 4" NOTE: 1,2,4 LVR-3 RUSKIN ELF375DXH PDU-2 RETURN/EXHAUST 17.7 9,570 541 0.06 FLANGED NOTE: 3 64'' 72'' 4" NOTE: 1,2,4 LVR-4 RUSKIN ELF375DX RTU-2 RETURN 10.2 7,100 695 0.10 FLANGED NOTE: 3 56'' 48'' 4" NOTE: 1,2 NOTES: 1. PROVIDE LOUVER WITH PRIME COAT FINISH. LOUVER SHALL BE PAINTED IN FIELD. 3. EXTRUDED ALUMINUM. 2. PROVIDE LOUVER WITH 1/2" BIRD SCREEN.4. HEAVY GAUGE CONSTRUCTION. UNIT HEATER SCHEDULE (HOT WATER) PLAN MANUFACTURER LOCATION MBH CFM EAT EWT LWT GPM WPD ELECTRICAL DISCHARGE MOUNTING OPER. CONTROL REMARKS CODE & MODEL NO.(°F) (°F) (°F) (FT) W V/Φ/Hz MCA RPM TYPE HEIGHT (FT) WT (LBS) UH-1 TRANE UHS 018 273 WATER ENTRY 6.0 395 55.0 150.0 130.0 1.3 0.005 16 115/1/60 1 1,550 VERTICAL 8'-0" 40 NOTE: 1 NOTE: 2,3,5 UH-2 TRANE UHS 018 A108 POOL STORAGE 6.0 395 55.0 150.0 130.0 1.3 0.005 16 115/1/60 1 1,550 VERTICAL 8'-0" 40 NOTE: 1 NOTE: 2,3,5 UH-3 TRANE UHS 018 A114 EXIST. POOL EQ. 6.0 395 55.0 150.0 130.0 1.3 0.005 16 115/1/60 1 1,550 VERTICAL 8'-0" 40 NOTE: 1 NOTE: 2,3,5 UH-4 TRANE UHS 018 115 RECEIVING 6.0 395 55.0 150.0 130.0 1.3 0.005 16 115/1/60 1 1,550 VERTICAL 8'-0" 40 NOTE: 1 NOTE: 2,3,5 UH-5 TRANE UHS 018 132 GYM STORAGE 6.0 395 55.0 150.0 130.0 1.3 0.005 16 115/1/60 1 1,550 VERTICAL 8'-0" 40 NOTE: 1 NOTE: 2,3,4,5 NOTES: 1. UNIT MOUNTED THERMOSTAT BY UNIT MANUFACTURER. 3. PROVIDE UNIT WITH MANUFACTURER'S FAN GUARD. 5. PROVIDE UNIT WITH INTEGRAL ELECTRIC DISCONNECT SWITCH & FAN SPEED SWITCH. 2. HOT WATER SYSTEM UTILIZES 0% GLYCOL SOLUTION. 4. PROVIDE COIL WITH 3-WAY CONTROL VALVE. GRILLES, REGISTERS & DIFFUSERS SCHEDULE PLAN MANUFACTURER SERVICE NECK FACE SLOT WIDTH/ VOLUME MATERIAL MOUNTING FINISH REMARKS CODE & MODEL NO. SIZE SIZE NO. OF SLOTS DAMPER TYPE CD-1 PRICE AMD SUPPLY AS NOTED 24"x24" - NO ALUMINUM LAY-IN WHITE NOTE: 5,13 CD-1A PRICE AMD SUPPLY AS NOTED 24"x24" - NO ALUMINUM LAY-IN WHITE NOTE: 3,5,13 CD-2 PRICE AMD SUPPLY AS NOTED 12"x12" - NO ALUMINUM SURFACE WHITE NOTE: 8,12,13 SD-1 PRICE SDB SUPPLY AS NOTED 48"x4.25" 1"/2 NO STEEL LAY-IN WHITE NOTE: 6 SD-2 PRICE SDA SUPPLY AS NOTED 48"x4.25" 1"/2 NOTE: 11 ALUMINUM SURFACE WHITE NOTE: 6,10 SR-1 PRICE AHCD2 SUPPLY AS NOTED NECK + 2.6" - NOTE: 1 ALUMINUM DUCT NOTE: 2,4 NOTE: 14 SR-2 PRICE HCD2 SUPPLY AS NOTED NECK + 2.6" - NOTE: 1 STEEL DUCT NOTE: 2,4 NOTE: 14 SR-3 AIR CONCEPTS RDDW-RD SUPPLY AS NOTED NECK + 1/8" - NOTE: 15 ALUMINUM DUCT END NOTE: 2,16 SR-4 PRICE SDGE SUPPLY AS NOTED NECK + 1.75" - NOTE: 17 ALUMINUM DUCT NOTE: 2,16 SG-1 PRICE 620 SUPPLY AS NOTED NECK + 1.75" - NO ALUMINUM DUCT NOTE: 2,16 SG-2 PRICE 620 SUPPLY AS NOTED NECK + 1.75" - NO ALUMINUM SURFACE WHITE SG-3 PRICE ND SUPPLY AS NOTED NECK + 1/16" - NO ALUMINUM SURFACE WHITE NOTE: 9 EG-1 PRICE 630 EXHAUST AS NOTED NECK + 1.75" - NO ALUMINUM SURFACE WHITE EG-2 PRICE 630 EXHAUST AS NOTED 12"x24" - NO ALUMINUM LAY-IN WHITE EG-3 PRICE 630 EXHAUST AS NOTED NECK + 1.75" - NO ALUMINUM DUCT NOTE: 2,16 EG-4 PRICE 630 EXHAUST AS NOTED 24"x24" - NO ALUMINUM LAY-IN WHITE RG-1 PRICE PFRF RETURN NONE 24"x12" - NO STEEL LAY-IN WHITE RG-2 PRICE PFRF RETURN NONE 24"x24" - NO STEEL LAY-IN WHITE RG-3 PRICE PDDR RETURN 18"x12" 24"x12" - NO ALUMINUM LAY-IN WHITE NOTE: 7 RG-4 PRICE PDDR RETURN 18"x18" 24"x24" - NO ALUMINUM LAY-IN WHITE NOTE: 7 TG-1 PRICE 630 TRANSFER AS NOTED NECK + 1.75" - NO ALUMINUM SURFACE WHITE TG-2 PRICE AMD TRANSFER AS NOTED 24"x24" - NO ALUMINUM LAY-IN WHITE NOTE: 5,13 TG-3 PRICE ND TRANSFER AS NOTED NECK + 1/16" - NO ALUMINUM SURFACE WHITE NOTE: 9 NOTES: 1. PROVIDE AIR DEVICE WITH OPPOSED BLADE MANUAL VOLUME DAMPER. 10. DRYWALL CONTRACTOR TO PLASTER OVER FRAME SO ONLY SLOTS ARE VISIBLE. PROVIDE WITH HARD CEILING BRACKET. 2. AIR DEVICE TO BE FIELD PAINTED TO MATCH DUCTWORK.11. PROVIDE AIR DEVICE WITH FACE ADJUSTABLE QUADRANT DAMPER. 3. PROVIDE AIR DEVICE WITH TWO-WAY OPPOSITE THROW. 12. PROVIDE WITH FULL 9"x9" LOUVERED FACE. 4. PROVIDE AIR DEVICE WITH CLEAR ANODIZED FINISH. 13.REFER TO INSTALLATION DETAIL ON SHEET M501. 5. PROVIDE AIR DEVICE WITH FULL 18"x18" LOUVERED FACE. 14. MOUNT AIR DEVICE ONTO DUCTWORK WITH CURVED PLENUM BOX. REFER TO DETAIL ON SHEET M501. 6. PROVIDE AIR DEVICE WITH INSULATED PLENUM.15. PROVIDE AIR DEVICE WITH RADIAL BLADE MANUAL VOLUME DAMPER. 7. PROVIDE AIR DEVICE WITH SOUND BOOT. REFER TO DETAIL ON SHEET M501. 16. PROVIDE AIR DEVICE WITH PRIME COAT FINISH. 8. PROVIDE AIR DEVICE WITH MANUFACTURER SUPPLIED HARD LID TRIM KIT. 17. PROVIDE AIR DEVICE WITH AIR MANUAL VOLUME DAMPER/AIR EXTRACTOR. 9. PROVIDE AIR DEVICE WITH PRICE SM FRAME. PUMP SCHEDULE PLAN MANUFACTURER TYPE SERVICE IMP. Ø GPM TDH % ELECTRICAL DIMENSIONS (IN) WT. REMARKS CODE & MODEL NO.(IN) (FT WC) EFF. HP N.O.L. HP V/Φ/Hz RPM W H L (LBS) P-1 GRUNDFOS TPE 40-240 INLINE HEATING WATER - 40.0 45.0 49.3 1.5 - 460/3/60 3,450 14'' 18'' 10'' 100 NOTE: 1,2,3 P-2 GRUNDFOS TPE 40-240 INLINE HEATING WATER - 40.0 45.0 49.3 1.5 - 460/3/60 3,450 14'' 18'' 10'' 100 NOTE: 1,2,3 CP-1 GRUNDFOS UPS 43-44 INLINE BOILER B-1 2 20.0 11.0 40.0 1/6 - 115/1/60 - 5'' 7'' 9'' 20 NOTE: 1 CP-2 GRUNDFOS UPS 43-44 INLINE BOILER B-2 2 20.0 11.0 40.0 1/6 - 115/1/60 - 5'' 7'' 9'' 20 NOTE: 1 CP-3 GRUNDFOS UPS 43-44 INLINE BOILER B-3 2 20.0 11.0 40.0 1/6 - 115/1/60 - 5'' 7'' 9'' 20 NOTE: 1 NOTES: 1. HEATING WATER SYSTEM UTILIZES 0% GLYCOL.3. PROVIDE PUMP WITH BACNET CIM MODULE TO INTERFACE WITH DDC SYSTEM. 2. PROVIDE PUMP WITH MOTOR MOUNTED VFD, FACTORY INSTALLED AND WIRED. EXPANSION TANK SCHEDULE PLAN MANUFACTURER SERVICE TANK ACCEPT. SYSTEM FILL AVG. DESIGN MIN. OPER. MAX. OPER. DIMENSIONS (IN) OPER. REMARKS CODE & MODEL NO. VOLUME VOLUME VOLUME TEMP TEMPERATURE PRESSURE PRESSURE ø H WT. (GAL) (GAL) (GAL) (°F) (°F) (PSI) (PSI) (LBS) ET-1 ARMSTRONG-AX-40V HEATING WATER 25.0 20.2 280 40.0 150.0 12.0 27.0 16'' 33'' 255 NOTE: 1,2 NOTES: 1.HOT WATER SYSTEM CONTAINS 0% PROPYLENE GLYCOL. 2. SYSTEM VOLUME IS TOTAL VOLUME. 3. TANK CONSTRUCTION RATED FOR 125 PSI. CONDENSING WATER BOILER SCHEDULE PLAN MANUFACTURER SERVICE MBH MBH WATER RELIEF OPER. V/Φ/Hz MCA LWT WATER WPD SIZE (IN) OPER. REMARKS CODE & MODEL NO. INPUT OUTPUT VOLUME VALVE PRES. (°F) FLOW (FT WC) L W H WT. @S.L. @7,600' (GAL) (PSI) (PSIG) (GPM) (LBS) B-1 TRIANGLE TUBE PRESTIGE 399 HEATING WATER 399.0 292.3 7.0 30.0 30.0 120/1/60 15 150.0 20.0 4.0 25'' 21'' 38'' 200 NOTE: 1,2,3,4,5,6,7,8 B-2 TRIANGLE TUBE PRESTIGE 399 HEATING WATER 399.0 292.3 7.0 30.0 30.0 120/1/60 15 150.0 20.0 4.0 25'' 21'' 38'' 200 NOTE: 1,2,3,4,5,6,7,8 B-3 TRIANGLE TUBE PRESTIGE 399 HEATING WATER 399.0 292.3 7.0 30.0 30.0 120/1/60 15 150.0 20.0 4.0 25'' 21'' 38'' 200 NOTE: 1,2,3,4,5,6,7,8 NOTES: 1. BOILERS SHALL BE CONTROLLED AND STAGED BY FACTORY SUPPLIED CASCADE BOILER PLANT CONTROL/STAGING PANEL. 6. PROVIDE WITH 30 PSI RELIEF VALVE. 2. PROVIDE CONDENSING BOILER WITH AXIOM NC-1 CONDENSATE NEUTRALIZATION KIT OR EQUIVALENT.7. PROVIDE WITH EXTERNAL LOW WATER CUTOFF, MCDONNELL & MILLER GUARD DOG, MODEL RB-122-E. 3. GAS TRAIN RATED FOR 4" TO 14" GAS INLET PRESSURE.8. FACTORY STARTUP REQUIRED. 4. PROVIDE MANUFACTURER'S WALL HANGING KIT. 5. BOILER SYSTEM UTILIZIES 0% GLYCOL SOLUTION. CABINET UNIT HEATER SCHEDULE (HOT WATER) PLAN MANUFACTURER LOCATION MBH CFM EAT DB EWT LWT FLOW WPD ELECTRICAL DIMENSIONS (IN) OPER. CONTROL REMARKS CODE & MODEL NO. (°F) (°F) (°F) (GPM) (FT WC) W V/Φ/Hz MCA RPM W L H WT. (LBS) CUH-1 TRANE FF 040 201 VESTIBULE 14.2 338 60.0 150.0 110.0 0.8 1.1 58 115/1/60 2.8 1,080 10'' 38'' 30'' 85 NOTE: 12 NOTE: 2,3,4,6,7,8,9 CUH-2 TRANE FF 040 (E) S. VESTIBULE 14.2 338 60.0 150.0 110.0 0.8 1.1 58 115/1/60 2.8 1,080 10'' 38'' 30'' 85 NOTE: 10 NOTE: 2,3,4,6,7,8,9 CUH-3 TRANE FF 040 101 VEST 14.2 338 60.0 150.0 110.0 0.8 1.1 58 115/1/60 2.8 1,080 10'' 66'' 30'' 85 NOTE: 12 NOTE: 2,3,5,6,7,8,9 CUH-4 TRANE FF 040 104 EMP. ENTRY 14.2 338 60.0 150.0 110.0 0.8 1.1 58 115/1/60 2.8 1,080 26'' 38'' 10'' 85 NOTE: 12 NOTE: 2,3,6,7,8,9,13 CUH-5 TRANE FF 120 133 EXIT STAIR 34.9 921 60.0 150.0 110.0 1.8 0.7 160 115/1/60 6.1 NOTE: 1 10'' 76'' 26'' 220 NOTE: 10 NOTE: 2,3,5,6,7,8,9,11 NOTES: 1. (2) MOTORS: (1)@1.3 HP &1,096 RPM, & (1)@0.22 HP &1,092 RPM.8. PROVIDE UNIT WITH THROW AWAY FILTRATION. 2. HOT WATER SYSTEM UTILIZES 0% GLYCOL SOLUTION.9. PROVIDE UNIT WITH 2 ROW COIL. 3. PROVIDE UNIT WITH MANUAL RESET.10. PROVIDE WITH MANUFACTURER'S UNIT MOUNTED THERMOSTAT. 4. HORIZONTAL RECESSED CABINET, BOTTOM STAMPED LOUVER INLET, BOTTOM STAMPED LOUVER OUTLET. 11. PROVIDE COIL WITH 3-WAY CONTROL VALVE. 5. VERTICAL CABINET, FRONT TOE SPACE INLET, FRONT STAMPED LOUVER OUTLET.12. PROVIDE WITH MANUFACTURER'S WALL MOUNTED DDC TEMPERATURE SENSOR. 6. UNIT MOUNTED ELECTRIC DISCONNECT SWITCH AND FAN SPEED SWITCH.13. HORIZONTAL CABINET, BOTTOM STAMPED LOUVER INLET, BOTTOM STAMPED LOUVER OUTLET. 7. SUBMIT COLOR CHARTS FOR STANDARD COLOR SELECTION BY ARCHITECT. PERFORATED DUCT SCHEDULE PLAN MANUFACTURER & SERVICE ø LENGTH CFM FACE VELOCITY (FPM) FREE MAX. PD REMARKS CODE MODEL NO. (IN) (IN) AREA (SF) (IN WC) RD-1 MCGILL AIRFLOW DDF-DSPA RTU-1 RETURN 40 120 13,500 561 24 0.12 NOTE: 1,2,3 NOTES: 1. 360°PERFORATION. 23% MINIMUM FREE AREA 2 DUCT SHALL TERMINATE WITH PERFORATED DUCT CAP. 3. GALVANIZED SPIRAL PERFORATED DUCT. SOUND ATTENUATOR SCHEDULE PLAN MANUFACTURER & SERVICE DIMENSIONS (IN) VELOCITY CFM MAX PD DYNAMIC INSERTION LOSS (DB) REMARKS CODE MODEL NUMBER L W H (FPM) (IN WC) 63 125 250 500 1000 2000 4000 8000 SA-1 VIBRO ACOUSTICS RNM-XV-FX PDU-2 EXHAUST 60'' 40'' 32'' 998 8,870 0.26 6 6 11 16 14 11 9 8 NOTE: 1,2 NOTES: 1. NO-MEDIA SILENCER CONSTRUCTION. FIBROUS MEDIA OR FILM LINED MEDIA PROTECTION NOT ACCEPTABLE. 2. ALUMINUM CONSTRUCTION. The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 12" = 1'-0" 20 1 6 - 1 0 - 3 1 1 1 : 4 8 : 5 2 C: \ U s e r s \ a b r u e c k \ D o c u m e n t s \ R e v i t \ 1 6 0 2 3 - H V A C - R 1 6 - C e n tr a l _ a b r u e c k @ t h e b a l l a r d g r o u p . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R PWF AB 9-1-2016 16003 HVAC SCHEDULES M702 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 2015 IMC MINIMUM OUTDOOR AIR REQUIREMENTS PROJECT NAME: ESTES VALLEY COMMUNITY CENTER DATE:2016-10-31 SYSTEM TAG: RTU-1 PROJECT #: 16023 BY: AB CONDITION ALALYZED: HEATING ROOM NAME ROOM NUMBER ZONE TAG OCCUPANCY CATEGORY FLOOR AREA (SF) DESIGN POPULATION (# OF PEOPLE) OA PER PERSON (CFM/PERSON) (Rp) OA/SF (Ra) AIR DISTRIBUTION TYPE ZONE AIR DISTRIBUTION EFFECTIVENESS (Ez) REQUIRED OA TO ZONE (CFM) (Voz) MAXIMUM PRIMARY AIR TO ROOM (CFM) PERCENTAGE OF PRIMARY AIR TO ROOM AT CONDITION ANALYZED PRIMARY AIR TO ROOM AT CONDITION ANALYZED (CFM) PRIMARY OUTDOOR AIR FRACTION (Zpz) ZONE VENT. EFF. (Evz) GYMNASIUM 131 - GYM, STADIUM (PLAY AREA) 13,000 152 0 0.3 CSCRH 1 3,900 13,520 90% 12168 0.32 1.00 FLOOR AREA SERVED BY SYSTEM (As )13,000 SF ASHRAE 62.1-2013 TABLE 6.2.5.2 POPULATION OF SYSTEM (Ps )152 MAX Zp 0.32 OA REQUIRED PER UNIT AREA FOR SYSTEM (AVG)(Ras )0.30 CFM SYSTEM VENTILATION EFFICIENCY (Ev )0.83 OA REQUIRED PER PERSON FOR SYSTEM AREA (AVG)(Rps )0.00 CFM ASHRAE 62.1-2013 NORMATIVE APPENDIX A: UNCORRECTED OUTDOOR AIR INTAKE (Vou )3,900 CFM AVERAGE OUTDOOR AIR FRACTION (Xs )0.32 DESIGN PRIMARY SUPPLY FAN AIRFLOW (Vps )12,168 CFM SYSTEM VENTILATION EFFICIENCY (Ev )1.00 TOTAL REQUIRED OUTDOOR AIR INTAKE FLOW RATE*(Vot)3,900 CFM *USING SYSTEM VENTILATION EFFICIENCY (Ev) AS CALCULATED BY APPENDIX A TOTAL OUTDOOR AIR PROVIDED 4,000 CFM 2015 IMC MINIMUM OUTDOOR AIR REQUIREMENTS PROJECT NAME: ESTES VALLEY COMMUNITY CENTER DATE:2016-10-31 SYSTEM TAG: RTU-2 PROJECT #: 16023 BY: AB CONDITION ALALYZED: HEATING ROOM NAME ROOM NUMBER ZONE TAG OCCUPANCY CATEGORY FLOOR AREA (SF) DESIGN POPULATION (# OF PEOPLE) OA PER PERSON (CFM/PERSON) (Rp) OA/SF (Ra) AIR DISTRIBUTION TYPE ZONE AIR DISTRIBUTION EFFECTIVENESS (Ez) REQUIRED OA TO ZONE (CFM) (Voz) MAXIMUM PRIMARY AIR TO ROOM (CFM) PERCENTAGE OF PRIMARY AIR TO ROOM AT CONDITION ANALYZED PRIMARY AIR TO ROOM AT CONDITION ANALYZED (CFM) PRIMARY OUTDOOR AIR FRACTION (Zpz) ZONE VENT. EFF. (Evz) W. TEAM LOCKER A106 VAV-2-1 LOCKER/DRESSING ROOMS 607 18 0 0 CSCRH 0.8 0 650 65% 422.50 0.00 1.13 M. TEAM LOCKER A107 VAV-2-2 LOCKER/DRESSING ROOMS 509 16 0 0 CSCRH 0.8 0 550 65% 357.50 0.00 1.13 POOL STORAGE A108 VAV-2-2 STORAGE ROOMS 863 0 0 0.12 CSCRH 0.8 129 440 65% 286.00 0.45 0.68 MENS LOCKER 231 VAV-2-3 LOCKER/DRESSING ROOMS 1,568 48 0 0 CSCRH 0.8 0 1,600 65% 1040.00 0.00 1.13 MENS SHOWERS 232 VAV-2-3 TOILET ROOMS - PUBLIC 214 0 0 0 CSCRH 0.8 0 150 65% 97.50 0.00 1.13 MENS TOILETS 233 VAV-2-3 TOILET ROOMS - PUBLIC 201 0 0 0 CSCRH 0.8 0 150 65% 97.50 0.00 1.13 WOMENS LOCKERS 221 VAV-2-4 LOCKER/DRESSING ROOMS 1,525 48 0 0 CSCRH 0.8 0 1,600 65% 1040.00 0.00 1.13 WOMENS SHOWERS 222 VAV-2-4 TOILET ROOMS - PUBLIC 205 0 0 0 CSCRH 0.8 0 150 65% 97.50 0.00 1.13 WOMENS TOILETS 223 VAV-2-4 TOILET ROOMS - PUBLIC 186 0 0 0 CSCRH 0.8 0 150 65% 97.50 0.00 1.13 POOL OFFICE 256 VAV-2-5 OFFICE SPACE 100 1 5 0.06 CSCRH 0.8 14 100 65% 65.00 0.21 0.92 LIFEGUARD CHANGING 257 VAV-2-5 LOCKER/DRESSING ROOMS 82 0 0 0 CSCRH 0.8 0 75 65% 48.75 0.00 1.13 LIFEGUARDS 258 VAV-2-5 OFFICE SPACE 247 2 5 0.06 CSCRH 0.8 31 250 65% 162.50 0.19 0.94 CIRCULATION 259 VAV-2-5 CORRIDORS 251 0 0 0.06 CSCRH 0.8 19 125 65% 81.25 0.23 0.90 FAMILY CHANGING 212 VAV-2-6 LOCKER/DRESSING ROOMS 248 8 0 0 CSCRH 0.8 0 250 65% 162.50 0.00 1.13 ACR1 213 VAV-2-6 TOILET ROOMS - PUBLIC 75 0 0 0 CSCRH 0.8 0 50 65% 32.50 0.00 1.13 ACR2 214 VAV-2-6 TOILET ROOMS - PUBLIC 69 0 0 0 CSCRH 0.8 0 50 65% 32.50 0.00 1.13 CHG 215 VAV-2-7 TOILET ROOMS - PUBLIC 37 0 0 0 CSCRH 0.8 0 35 65% 22.75 0.00 1.13 ACR3 216 VAV-2-6 TOILET ROOMS - PUBLIC 69 0 0 0 CSCRH 0.8 0 50 65% 32.50 0.00 1.13 PARTY ROOM 211 VAV-2-7 MULTIPURPOSE ASSEMBLY 283 10 5 0.06 CSCRH 0.8 84 560 65% 364.00 0.23 0.90 INDOOR PLAY 205 VAV-2-8 DAYCARE (THROUGH AGE 4) 502 15 10 0.18 CSCRH 0.8 300 900 65% 585.00 0.51 0.62 OFFICE 206 VAV-2-8 OFFICE SPACE 42 1 5 0.06 CSCRH 0.8 9 50 65% 32.50 0.29 0.84 KIDS TOILET 207 VAV-2-8 TOILET ROOMS - PUBLIC 50 0 0 0 CSCRH 0.8 0 40 65% 26.00 0.00 1.13 KID WATCH 288 VAV-2-8 DAYCARE (THROUGH AGE 4) 224 6 10 0.18 CSCRH 0.8 125 450 65% 292.50 0.43 0.70 LOBBY 202 VAV-2-9 LOBBIES 1,764 36 5 0.06 CSCRH 0.8 357 1,440 65% 936.00 0.38 0.75 FLOOR AREA SERVED BY SYSTEM (As )9,921 SF ASHRAE 62.1-2013 TABLE 6.2.5.2 POPULATION OF SYSTEM (Ps )209 MAX Zp 0.51 OA REQUIRED PER UNIT AREA FOR SYSTEM (AVG)(Ras )0.04 CFM SYSTEM VENTILATION EFFICIENCY (Ev )0.64 OA REQUIRED PER PERSON FOR SYSTEM AREA (AVG)(Rps )2.20 CFM ASHRAE 62.1-2013 NORMATIVE APPENDIX A: UNCORRECTED OUTDOOR AIR INTAKE (Vou )855 CFM AVERAGE OUTDOOR AIR FRACTION (Xs )0.13 DESIGN PRIMARY SUPPLY FAN AIRFLOW (Vps )6,412 CFM SYSTEM VENTILATION EFFICIENCY (Ev )0.62 TOTAL REQUIRED OUTDOOR AIR INTAKE FLOW RATE*(Vot)1,344 CFM *USING SYSTEM VENTILATION EFFICIENCY (Ev) AS CALCULATED BY TABLE 6.2.5.2 TOTAL OUTDOOR AIR PROVIDED 1,400 CFM 4 The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 4. 1. 10-31-16 PERMIT SET 12-19-16 BULLETIN #004 12" = 1'-0" 12 / 1 9 / 2 0 1 6 7 : 0 4 : 5 5 P M C: \ U s e r s \ a b r u e c k \ D o c u m e n t s \ 1 6 0 2 3 - H V A C - R 1 6 - C e n t r a l _ a br u e c k @ t h e b a l l a r d g r o u p . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R PWF AB 9-1-2016 16003 HVAC SCHEDULES & OUTSIDE AIR CALCULATIONS M703 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 2015 IMC MINIMUM OUTDOOR AIR REQUIREMENTS PROJECT NAME: ESTES VALLEY COMMUNITY CENTER DATE:2016-10-31 SYSTEM TAG: RTU-3 PROJECT #: 16023 BY: AB CONDITION ALALYZED: HEATING ROOM NAME ROOM NUMBER ZONE TAG OCCUPANCY CATEGORY FLOOR AREA (SF) DESIGN POPULATION (# OF PEOPLE) OA PER PERSON (CFM/PERSON) (Rp) OA/SF (Ra) AIR DISTRIBUTION TYPE ZONE AIR DISTRIBUTION EFFECTIVENESS (Ez) REQUIRED OA TO ZONE (CFM) (Voz) MAXIMUM PRIMARY AIR TO ROOM (CFM) PERCENTAGE OF PRIMARY AIR TO ROOM AT CONDITION ANALYZED PRIMARY AIR TO ROOM AT CONDITION ANALYZED (CFM) PRIMARY OUTDOOR AIR FRACTION (Zpz) ZONE VENT. EFF. (Evz) MENS RR 203 VAV-3-01 TOILET ROOMS - PUBLIC 125 0 0 0 CSCRH 0.8 0 85 65% 55 0.00 1.26 WOMENS RR 204 VAV-3-01 TOILET ROOMS - PUBLIC 128 0 0 0 CSCRH 0.8 0 85 65% 55 0.00 1.26 DESK STAFF 272 VAV-3-01 OFFICE SPACE 112 1 5 0.06 CSCRH 0.8 15 120 65% 78 0.19 1.08 IT 274 VAV-3-01 OFFICE SPACE 119 1 5 0.06 CSCRH 0.8 15 120 65% 78 0.19 1.07 ADMIN 271 VAV-3-01 OFFICE SPACE 479 4 5 0.06 CSCRH 0.8 58 240 65% 156 0.37 0.89 STAIR 120 VAV-3-02 CORRIDORS 135 0 0 0.06 CSCRH 0.8 10 75 65% 49 0.21 1.06 WATER ENTRY 273 VAV-3-02 STORAGE ROOMS 87 0 0 0.12 CSCRH 0.8 13 35 65% 23 0.57 0.69 CONFERENCE 275 VAV-3-02 CONFERENCE/MEETING 271 13 5 0.06 CSCRH 0.8 102 550 65% 358 0.28 0.98 MARKET 277 VAV-3-03 OFFICE SPACE 115 1 5 0.06 CSCRH 0.8 15 110 65% 72 0.21 1.06 ASSISTANT 279 VAV-3-03 OFFICE SPACE 115 1 5 0.06 CSCRH 0.8 15 120 65% 78 0.19 1.07 EXECUTIVE DIRECTOR 281 VAV-3-04 OFFICE SPACE 191 1 5 0.06 CSCRH 0.8 21 320 65% 208 0.10 1.16 HUMAN RESOURCES 283 VAV-3-05 OFFICE SPACE 97 1 5 0.06 CSCRH 0.8 14 100 65% 65 0.21 1.06 FACILITY DIRECTOR 285 VAV-3-05 OFFICE SPACE 105 1 5 0.06 CSCRH 0.8 14 105 65% 68 0.21 1.06 FINANCE 287 VAV-3-05 OFFICE SPACE 170 3 5 0.06 CSCRH 0.8 32 170 65% 111 0.29 0.98 ADMIN 271 VAV-3-06 OFFICE SPACE 422 4 5 0.06 CSCRH 0.8 54 240 65% 156 0.35 0.92 COPY 278 VAV-3-06 OFFICE SPACE 132 1 5 0.06 CSCRH 0.8 16 135 65% 88 0.18 1.08 TEMP 284 VAV-3-06 OFFICE SPACE 58 1 5 0.06 CSCRH 0.8 11 60 65% 39 0.27 0.99 TRACK 264 VAV-3-07 HEALTH CLUB/WEIGHT ROOM 4,696 18 20 0.06 CSCRH 1.0 642 3,675 65% 2,389 0.27 0.99 CARDIO NORTH 261 VAV-3-08 HEALTH CLUB/WEIGHT ROOM 1,940 20 20 0.06 CSCRH 1.0 516 2,030 65% 1,320 0.39 0.87 MP GROUP EX. 262 VAV-3-09 HEALTH CLUB/AEROBICS ROOM 997 6 20 0.06 CSCRH 0.8 225 2,680 65% 1,742 0.13 1.13 STORAGE 263 VAV-3-09 STORAGE ROOMS 56 0 0 0.12 CSCRH 0.8 8 60 65% 39 0.22 1.05 STORAGE 263a VAV-3-09 STORAGE ROOMS 46 0 0 0.12 CSCRH 0.8 7 40 65% 26 0.27 1.00 MP GROUP EX. 124 VAV-3-10 HEALTH CLUB/AEROBICS ROOM 1,581 34 20 0.06 CSCRH 0.8 969 2,560 65% 1,664 0.58 0.68 STRENGTH 123 VAV-3-11&12 HEALTH CLUB/WEIGHT ROOM 3,127 34 20 0.06 CSCRH 0.8 1085 3,400 65% 2,210 0.49 0.77 JR GOLF 121 VAV-3-13 GYM, STADIUM (PLAY AREA) 192 5 0 0.3 CSCRH 0.8 72 205 65% 133 0.54 0.72 HITTING 122 VAV-3-13 HEALTH CLUB/WEIGHT ROOM 211 1 20 0.06 CSCRH 0.8 41 170 65% 111 0.37 0.89 STORAGE 113 VAV-3-14 STORAGE ROOMS 30 0 0 0.12 CSCRH 0.8 5 25 65% 16 0.28 0.99 CLASSROOM 114 VAV-3-14 CLASSROOMS (AGES 9+) 377 14 10 0.12 CSCRH 0.8 232 620 65% 403 0.57 0.69 RECEIVING/STORAGE 115 VAV-3-14 SHIPPING/RECEIVING 418 0 0 0.12 CSCRH 0.8 63 180 65% 117 0.54 0.73 MECH 116 VAV-3-14 MECHANICAL 98 0 0 0 CSCRH 0.8 0 80 65% 52 0.00 1.26 KITCHEN 112 VAV-3-15 KITCHEN (COOKING) 159 2 0 0 CSCRH 0.8 0 150 65% 98 0.00 1.26 LOUNGE 102 VAV-3-16 LOBBIES 1,672 36 5 0.06 CSCRH 0.8 350 1,100 65% 715 0.49 0.77 STAFF 107 VAV-3-17 OFFICE SPACE 233 2 5 0.06 CSCRH 0.8 30 250 65% 163 0.18 1.08 P & R DIRECTOR 108 VAV-3-17 OFFICE SPACE 127 1 5 0.06 CSCRH 0.8 16 135 65% 88 0.18 1.08 MENS RR 110 VAV-3-17 TOILET ROOMS - PUBLIC 55 0 0 0 CSCRH 0.8 0 50 65% 33 0.00 1.26 WOMENS RR 111 VAV-3-17 TOILET ROOMS - PUBLIC 55 0 0 0 CSCRH 0.8 0 50 65% 33 0.00 1.26 GAMES 106 VAV-3-18 GYM, STADIUM (PLAY AREA) 381 8 0 0.3 CSCRH 0.8 143 520 65% 338 0.42 0.84 MENS RR 105 VAV-3-18 TOILET ROOMS - PUBLIC 230 0 0 0 CSCRH 0.8 0 175 65% 114 0.00 1.26 WOMENS RR 104 VAV-3-18 TOILET ROOMS - PUBLIC 241 0 0 0 CSCRH 0.8 0 200 65% 130 0.00 1.26 EMPLOYEE ENTRY 103 VAV-3-18 CORRIDORS 191 0 0 0.06 CSCRH 0.8 14 100 65% 65 0.22 1.04 LOUNGE 102 VAV-3-18 CORRIDORS 150 0 0 0.06 CSCRH 0.8 11 100 65%65 0.17 1.09 COMMUNITY 141 VAV-3-19 MULTIPURPOSE ASSEMBLY 779 40 5 0.06 CSCRH 0.8 308 1,880 65% 1,222 0.25 1.01 COMMUNITY 141 VAV-3-20 MULTIPURPOSE ASSEMBLY 1,132 40 5 0.06 CSCRH 0.8 335 2,560 65% 1,664 0.20 1.06 STORAGE 180 VAV-3-20 STORAGE ROOMS 85 0 0 0.12 CSCRH 0.8 13 40 65% 26 0.49 0.77 COMMUNITY 141 VAV-3-21 MULTIPURPOSE ASSEMBLY 999 40 5 0.06 CSCRH 0.8 325 2,280 65% 1,482 0.22 1.04 KITCHEN 142 VAV-3-22 KITCHEN (COOKING) 522 5 0 0 CSCRH 0.8 0 1,050 65% 683 0.00 1.26 STORAGE 143 VAV-3-22 STORAGE ROOMS 103 0 0 0.12 CSCRH 0.8 15 50 65% 33 0.48 0.79 CARDIO SOUTH 261 VAV-3-23 HEALTH CLUB/WEIGHT ROOM 1,000 10 20 0.06 CSCRH 0.9 289 1,025 65% 666 0.43 0.83 FLOOR AREA SERVED BY SYSTEM (As )24,744 SF ASHRAE 62.1-2013 TABLE 6.2.5.2 POPULATION OF SYSTEM (Ps )348 MAX Zp 0.58 OA REQUIRED PER UNIT AREA FOR SYSTEM (AVG)(Ras )0.06 CFM SYSTEM VENTILATION EFFICIENCY (Ev )0.57 OA REQUIRED PER PERSON FOR SYSTEM AREA (AVG)(Rps )10.21 CFM ASHRAE 62.1-2013 NORMATIVE APPENDIX A: UNCORRECTED OUTDOOR AIR INTAKE (Vou )5,154 CFM AVERAGE OUTDOOR AIR FRACTION (Xs )0.26 DESIGN PRIMARY SUPPLY FAN AIRFLOW (Vps )19,572 CFM SYSTEM VENTILATION EFFICIENCY (Ev )0.68 TOTAL REQUIRED OUTDOOR AIR INTAKE FLOW RATE*(Vot)7,565 CFM *USING SYSTEM VENTILATION EFFICIENCY (Ev) AS CALCULATED BY APPENDIX A TOTAL OUTDOOR AIR PROVIDED 7,600 CFM The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 12" = 1'-0" 20 1 6 - 1 0 - 3 1 1 1 : 4 8 : 5 5 C: \ U s e r s \ a b r u e c k \ D o c u m e n t s \ R e v i t \ 1 6 0 2 3 - H V A C - R 1 6 - C e n tr a l _ a b r u e c k @ t h e b a l l a r d g r o u p . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R PWF AB 9-1-2016 16003 HVAC OUTSIDE AIR CALCULATIONS M704 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 4. 1. 10-31-16 PERMIT SET 12-19-16 BULLETIN #004 12 / 1 9 / 2 0 1 6 7 : 0 4 : 5 7 P M C: \ U s e r s \ a b r u e c k \ D o c u m e n t s \ 1 6 0 2 3 - H V A C - R 1 6 - C e n t r a l _ a br u e c k @ t h e b a l l a r d g r o u p . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R PWF AB 9-1-2016 16003 HVAC SCHEDULES - KITCHEN EQUIPMENT M705 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O A B C A B L 3 4 6 7 A1 A4 AB A5 8 AE AD AH AC C D E F G K A2 A3 AG AF AA GYM 131 GYM STORAGE 132 EXIT STAIR S10 EMP ENTRY 103 COMMUNITY KITCHEN 142 STORAGE 143 COMMUNITY 141 LOUNGE 102 VEST 101 STOR 113 KITCHEN 112 CLASSROOM 114 RECV & STOR 115 STAIR 120 JR GOLF 121 ELEV 117 MP GROUP EX 124 WOMEN 104 MEN 105 GAMES 106 STAFF 107 P&R DIRECTOR 108 WOMEN 111 MEN 110 NOTE: SEE MAIN LEVEL FOR ZONE THIS AREA 1 1 5 FIRE SPRINKLER ZONES: (APPROX S.F.) FIRE ZONE #1 LOWER LEVEL (24,708 S.F.) FIRE ZONE #2 MAIN LEVEL (27,049 S.F.) FIRE SPRINKLER GENERAL NOTES: 1 NON COMBUSTIBLE CANOPY, NO FIRE SPRINKLER HEADS REQUIRED. PROVIDE CORROSION RESISTANT HANGERS, RODS, ETC. PER SPECIFICATION IN THIS AREA. 2 The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 1 0 : 4 0 : 4 4 A M C: \ U s e r s \ j b a l l a r d \ D o c u m e n t s \ 1 6 0 2 3 - P L B G - R 1 6 - C e n t r a l _ jb a l l a r d 7 2 M 5 3 . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R TRH TRH/JIB 10-31-2016 16003 LOWER LEVEL FIRE PROTECTION PLAN FP101 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O SCALE: 1/16" = 1'-0" LOWER LEVEL FIRE PROTECTION PLAN EA EB EC ED EE EF E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 2 A B Q 9 101 L P M 3 4 6 7 A1 A4 AB A5 8 AE AD AH AC C D E F G K N A2 A3 AG AF AA NOTE: (E) POOL BUILDING IS NOT CURRENTLY FIRE SPRINKLED AND IS NOT ANTICIPATED TO HAVE FIRE SPRINKLERS PROVIDED 4" FIRE LINE DOWN TO FDC AUDIBLE/VISUAL FIRE ALARM AT 10' MINIMUM ABOVE GRADE 1 1 1 F 6" FIRE ENTRY, SEE DRAWING 2/P402 FOR DETAIL 1 2 2 1 1 5 FIRE SPRINKLER ZONES: (APPROX S.F.) FIRE ZONE #1 LOWER LEVEL (24,708 S.F.) FIRE ZONE #2 MAIN LEVEL (27,049 S.F.) FIRE SPRINKLER GENERAL NOTES: 1 NON COMBUSTIBLE CANOPY, NO FIRE SPRINKLER HEADS REQUIRED. PROVIDE CORROSION RESISTANT HANGERS, RODS, ETC. PER SPECIFICATION IN THIS AREA. 2 The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 1 0 : 4 0 : 5 1 A M C: \ U s e r s \ j b a l l a r d \ D o c u m e n t s \ 1 6 0 2 3 - P L B G - R 1 6 - C e n t r a l _ jb a l l a r d 7 2 M 5 3 . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R TRH TRH/JIB 10-31-2016 16003 MAIN LEVEL FIRE PROTECTION PLAN FP102 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O SCALE: 1/16" = 1'-0" MAIN LEVEL FIRE PROTECTION PLAN (E)FD (E)LAV (E)WC (E)WC (E)FD(E)FD (E)FD (E)FD (E)UR (E)WC (E)SH (E)FD (E)FD (E)FD (E)SH (E)HB (E)FD (E)LAV (E)SH (E)FD (E)4" (E ) 4 " W (E ) R D L (E ) O D L (E)EWC (E)WC (E)SH (E)LAV (E)FD (E)WC (E)FD (E)2" CW (E)3" W ( E ) 3 " W (E ) R D L (E ) O D L (E)2" ( E) RDL ( E) ODL (E ) 4 " W (E)WCO (E ) 3 " (E ) 8 " (E)RDL (E)ODL (E ) 3 " W (E )3 " W (E)3" RDL AND ODL (E)3" RDL AND ODL (E)5" RDL (E)5" RDL (E ) 3 / 4 " (E ) 8 " (E)RDL UP TO (E)RD (E)ODL UP TO (E)OD (E)ODL UP TO (E)OD (E)RDL UP TO (E)RD (E)RDL UP TO (E)RD (E)ODL UP TO (E)OD (E)RDL UP TO (E)RD (E)ODL UP TO (E)OD (E)RDL UP TO (E)RD (E)ODL UP TO (E)OD (E)RDL UP TO (E)RD (E)ODL UP TO (E)OD (E)RDL UP TO (E)RD (E)ODL UP TO (E)OD (E)RDL UP TO (E)RD (E)ODL UP TO (E)OD (E)RDL UP TO (E)RD (E)ODL UP TO (E)OD EA EB EC ED EE EF E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 (E)SH (E)FD (E)WC (E)SH (E)LAV (E)SH P401 1 (E)RDL UP TO (E)RD W. TEAM LOCKERS A106 9 1 5 7 2 3 9 10 6 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 3 5 1 4 88 8 (E)WC 3 8 8 5 3 3 3 3 3 3 4 42 3 1 4 1 4 3 2 FOYER A101 EXIST POOL DECK A109 EXIST LAUNDRY A111 EXIST POOL MECH A112 EXIST ELEC A113 EXIST POOL EQUIP A114 EXIST CHEM A115 EXIST NATATORIUM A110 POOL STORAGE A108 M. TEAM LOCKER A107 MECHANICAL A102 CIRC 259 2 1 2 1 REMOVE (E)GAS SERVICE (E)2" GAS RISE REMOVE (E)GAS METER 3 2 1 3 3 14 15 16 16 7 19 19 19 17 20 19 17 18 22 2119 18 17 18 (E)2" CD (E ) 2 " C D (E ) 2 " C D PLUMBING DEMOLITION KEYNOTES: CAP (E) WASTE LINE BELOW FLOOR SLAB. REMOVE OR ABANDON (E) WASTE PIPING. REMOVE (E) PLUMBING FIXTURES AND ALL ASSOCIATED PLUMBING. CAP (E) VENT ABOVE CEILING. CAP (E) WATER PIPING ABOVE CEILING. REMOVE (E) VENT PIPING. REMOVE (E) WATER PIPING. (E) PLUMBING FIXTURE TO REMAIN. ABANDON (E) WATER SERVICE BELOW POOL DECK. REMOVE (E) WATER SERVICE. REMOVE (E) GAS PIPING AND VALVING ON ROOF. CAP (E) GAS ON ROOF. REMOVE (E) GAS PIPING AND VALVING TO MAU. (E) 2" GAS TO BE CAPPED ON WALL FOR RECONNECTION. CAP 8" BACKWASH DRAIN LINE. CAP (E) 5" RDL AND 5" ODL BELOW GRADE. CAP (E) RDL AND ODL PIPING ABOVE CEILING. REMOVE (E) RDL AND ODL PIPING ABOVE CEILING. REMOVE (E) STORM DRAIN BELOW FLOOR/GRADE. REMOVE (E) GCO. REMOVE (E) ODL AND DOWNSPOUT NOZZLE. REMOVE (E) RDL DROP AND OFFSET BELOW FLOOR. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 EA EB EC ED EE EF E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 (E)VTR (E)VTR (E)VTR (E)RD (E)RD (E)OD (E)OD (E)OD (E)RD (E)RD (E)RD (E)OD (E)RD (E)OD (E)RD(E)OD (E)RD (E)OD (E)RD (E)OD (E)RD (E)OD (E)RD (E)OD (E)RD (E)OD (E)VTR (E)RD (E)OD (E)RD (E)OD (E)2"G (E)1 1/2"G (E ) 1 1 / 2 " (E ) 1 1 / 2 " G 13 11 13 12 11 (E)PDU-1 The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 1 0 : 4 1 : 3 4 A M C: \ U s e r s \ j b a l l a r d \ D o c u m e n t s \ 1 6 0 2 3 - P L B G - R 1 6 - C e n t r a l _ jb a l l a r d 7 2 M 5 3 . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R TRH TRH/JIB 10-31-2016 16003 PLUMBING DEMOLITION PLANS PD101 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O SCALE: 1/8" = 1'-0" MAIN LEVEL PLUMBING DEMOLITION PLAN SCALE: 1/16" = 1'-0" ROOF PLUMBING DEMOLITION PLAN F 6" FIRE AND 3" CW SERVICE, SEE CIVIL FOR CONTINUATION 4" GCO (2-WAY) SEE DETAIL 8" WASTE, SEE CIVIL FOR CONTINUATION, I.E. = ±7,557.62' 10 P501 4" GCO (2-WAY) SEE DETAIL 6" WASTE, SEE CIVIL FOR CONTINUATION, I.E. = ±7,543.62' 10 P501 4" FOUNDATION DRAIN, SEE CIVIL FOR CONTINUATION, I.E. = ±7,541.6'4" GCO (2-WAY) 8" RDL, SEE CIVIL FOR CONTINUATION, I.E. = ±7,559.8' (10,858 S.F.) 4" GCO (2-WAY) 6" RDL, SEE CIVIL FOR CONTINUATION, I.E. = ±7,546.0' (5,712 S.F.) 4" GCO (2-WAY) 4" RDL, SEE CIVIL FOR CONTINUATION, I.E. = ±7,546.0' (2,550 S.F.) G COORDINATE NEW GAS LOAD WITH LOCAL GAS COMPANY, SEE GAS LOAD THIS SHEET MAIN LEVEL FINISHED ELEVATION = 7,563.62' LOWER LEVEL FINISHED ELEVATION = 7,548.62' FIRE DEPT. CONNECTION AUDIBLE/VISUAL FIRE ALARM AT 10' ABOVE FINISHED GRADE (MIN.) 4" GW (2)2" VENT 4" WASTE, SEE CIVIL FOR CONTINUATION 4" GCO GREASE INTERCEPTOR 1,000 GALLON, SEE DETAIL 14 P501 1 THRUST BLOCK, SEE DETAIL 1 P501 1 4" GCO (2-WAY) 4" SD, SEE CIVIL FOR CONTINUATION, I.E. = ±7,546.0' (1,806 S.F.) 4" GCO (2-WAY) 4" SD, SEE CIVIL FOR CONTINUATION, I.E. = ±7,546.0' (1,806 S.F.) EXISTING GAS LOAD SCHEDULE: LOAD: 1500.0 MBH 150.0 MBH 150.0 MBH 300.0 MBH 2100.0 MBH INPUT AT S.L., 2.0 PSI GAS REQUIRED, M.C. TO COORDINATE GAS WITH LOCAL GAS COMPANY. APPLIANCE: (E) BOILER (E) MAU (E) MAU (E) CLOTHES WASHER EXISTING TOTAL NEW GAS LOAD SCHEDULE: LOAD: 1500.0 MBH 300.0 MBH 1000.0 MBH 1000.0 MBH 800.0 MBH 320.0 MBH 1000.0 MBH 400.0 MBH 1440.0 MBH 399.0 MBH 399.0 MBH 399.0 MBH 399.0 MBH 399.0 MBH 399.0 MBH 10154.0 MBH INPUT AT S.L., 2.0 PSI GAS REQUIRED, M.C. TO COORDINATE GAS WITH LOCAL GAS COMPANY. APPLIANCE: (E) BOILER (E) CLOTHES WASHER PDU-2 FUTURE PDU-1 RTU-1 RTU-2 RTU-3 MAU-1 POOL BOILER PB-1 (LEISURE) BOILER B-1 BOILER B-2 BOILER B-3 GWH-1 GWH-2 GWH-3 NEW TOTAL PLUMBING KEYNOTES: 1 LOCATE FOUNDATION PENETRATION THRU STEM WALL AT MAX. 1'-8" BELOW ADJACENT FINISHED FLOOR ELEVATION. The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 1 0 : 4 0 : 5 3 A M C: \ U s e r s \ j b a l l a r d \ D o c u m e n t s \ 1 6 0 2 3 - P L B G - R 1 6 - C e n t r a l _ jb a l l a r d 7 2 M 5 3 . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R TRH TRH/JIB 10-31-2016 16003 PLUMBING SITE PLAN P100 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O SCALE: 1" = 30'-0" PLUMBING SITE PLAN DN A B C DN A B L 3 4 6 7 A1 A4 AB A5 8 AE AD AH AC C D E F G K A2 A3 AG AF AA GYM STORAGE 132 EXIT STAIR S10 GYM 131 MP GROUP EX 124 ELEV 117 STAIR 120 P&R DIRECTOR 108 LOUNGE 102 EMP ENTRY 103 COMMUNITY KITCHEN 142 STORAGE 143 COMMUNITY 141 KITCHEN 112 VEST 101 GW 4" GW, SEE P100 FOR CONTINUATION STRENGTH 123 JR GOLF 121 RECV & STOR 115 HITTING 122 STORAGE 118 STRENGTH 123 CLASSROOM 114 STOR 113 WOMEN 111 MEN 110 ELEC 109 STAFF 107 GAMES 106 MEN 105 P402 1 15 15 15 15 2"13 2" 17 4" 16 19 4" WCO 13 2" 2" 4" 14 12 11 SUMP PUMP SP-1, SEE DETAIL 15 P501 F 6" FIRE AND 3" CW SERVICE, SEE P100 FOR CONTINUATION 2" 6 2" WCO 4 7 4 8 3/4" 3/4" 1 1 / 2 " 1" 6" WASTE, SEE P100 FOR CONTINUATION 6" 1" 3/4" 4" 1" 1 1/2" 3/4" L-2 W/ TMV-2 L-2 W/ TMV-2 2" FD-1 W/ TS2" FD-1 W/ TS WC-2 WC-2 5 1 13 3 2 4 P402 3 I.E. = ±7,544.62' 24 4" GCO 3/4" 3/4" 3/4" 4" GCO 24 4" GCO 4" GCO 2 1 / 2 " 1 1 / 4 " 24 4" GCO 24 23 CB-1 6" RDL, SEE P100 FOR CONTINUATION 28 22 26 CB-1 4" RDL, SEE P100 FOR CONTINUATION 6 " 4" GCO 4" GCO24 4" GCO (2-WAY) 8" RDL AND 8" ODL DOWN ON WALL, 8" RDL AND 8" ODL TO (2) 8" DSN AT 18" ABOVE SPLASH BLOCK 24 4" GCO I.E. = ±7,543.25' 4" PERFORATED FOUNDATION DRAIN, SEE P104 FOR CONTINUATION 4" PERFORATED FOUNDATION DRAIN, SEE P104 FOR CONTINUATION 24 SP-1 CONTROL PANEL, COORDINATE LOCATION IN ROOM 28 SEE PLUMBING ISOMETRIC 1 P601 19 4" WCO 16 34 EWC-1 2" WCO 33 30 31 3/4" 2" EWC-1 30 SEE PLUMBING ISOMETRIC 3 P701 2 1 / 2 " 2 1/2" WOMEN 104 4 35 18 4" 36 1" 4" FOUNDATION DRAIN, SEE P100 FOR CONTINUATION 3/4" 7 10 3/4"3/4"3/4" 2" 3/4" WH-1 32 37 IMB-1 38 4 S-2 W/ GDU-1 S-1 2" 4 37 27 4" SD, SEE P100 FOR CONTINUATION (2)2" VENT 27 4" SD, SEE P100 FOR CONTINUATION 4" 21 40 39 39 1 1/2" 2" EWC-1 30 5 4 3" 3" FCO LOWER LEVEL PLUMBING KEYNOTES: 4" WASTE DOWN, 2" VENT RISE, 1" CW TO WC. 2" WASTE DOWN, 1-1/2" VENT RISE, 1/2" HW AND 1/2" CW TO LAV/TMV. 2" CW, 3/4" HW AND 3/4" HWC DOWN IN WALL AND OFFSET TO FIXTURES. BALL VALVE (FULL SIZE) WITH SERVICE ACCESS. 2" VENT RISE. 2" WASTE STACK RISE AND OFFSET ABOVE CEILING. BALANCING VALVE WITH SERVICE ACCESS (BALANCE TO 1.0 GPM). 2" WASTE, 1/2" HW AND 1/2" CW RISE. 3" VENT RISE. 6" RDL AND 6" ODL RISE. 2" SUMP PUMP DISCHARGE RISE TO FLOOR ABOVE. SP-1 CONTROL WIRING TO CONTROL PANEL. COMBINATION WASTE AND VENT SYSTEM. 2-1/2" CW, 1-1/2" HW AND 1" HWC RISE. 2" WASTE RISE. 4" WASTE AND 2" VENT RISE. 4" WASTE AND 3" WET VENT RISE. 4" WASTE RISE. 4" WASTE STACK RISE AND OFFSET ABOVE CEILING. 3" RDL UP TO 3" RD-1. 4" RDL AND 4" ODL DOWN IN WALL, 4" RDL TO OFFSET BELOW GRADE, 4" ODL TO 4" DSN AT 18" ABOVE CATCH BASIN. 4" RDL UP TO 4" RD-1. 6" RDL AND 6" ODL DOWN IN WALL, 6" RDL TO OFFSET BELOW GRADE, 6" ODL TO 6" DSN AT 18" ABOVE CATCH BASIN. 4" PERFORATED FOUNDATION DRAIN SLOPED AT 1.04%. 3" ODL UP TO 3" OD-1. 4" ODL UP TO 4" OD-1. 4" RDL TO CONNECT TO ARCHITECTURAL GUTTER AND OFFSET INTO COLUMN ENCLOSURE, 4" SD TO OFFSET BELOW GRADE. LOCATE FOUNDATION PENETRATION THRU STEM WALL AT MAX. 1'-8" BELOW ADJACENT FINISHED FLOOR ELEVATION. DISCHARGE GUTTER DOWNSPOUT TO CATCH BASIN AND ROUTE CATCH BASIN 4" PIPING TO RDL. 2" W. DOWN, 1-1/2" V. RISE, 1/2" CW TO EWC. 2" W. STACK. 3/4" CW AND 1/2" HW DOWN IN WALL, 1/2" HW AND 1/2" CW TO SINK, 3/4" CW TO WH. 1/2" CW DOWN. 6" FIRE AND 3" CW SERVICE RISE FOR FLOOR ABOVE. 2" W., 1-1/2" V, AND 1/2" CW RISE. THRUST BLOCK, SEE DETAIL 1/P501. 2" WASTE DOWN, 1-1/2" VENT RISE TO AIR ADMITTANCE VALVE BELOW COUNTER, 1/2" HW AND 1/2" CW TO SINK. 1/2" CW TO IMB. HEAT TRACE TO BE LOCATED IN RD AND PIPING TO 5' OF PIPING BELOW GRADE. SEE P105 FOR CONTINUATION. BALANCING VALVE WITH SERVICE ACCESS, BALANCE TO 0.5 GPM. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 1 0 : 4 0 : 5 7 A M C: \ U s e r s \ j b a l l a r d \ D o c u m e n t s \ 1 6 0 2 3 - P L B G - R 1 6 - C e n t r a l _ jb a l l a r d 7 2 M 5 3 . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R TRH TRH/JIB 10-31-2016 16003 LOWER LEVEL PLUMBING PLAN P102 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O SCALE: 1/8" = 1'-0" LOWER LEVEL PLUMBING PLAN A B 3 4 6 7 A1 A4 AB A5 8 AE AD AH AC C D E F G K A2 A3 AG AF AA EXIT STAIR S10 ST. 263 M/P GROUP EX 262 FACILITY DIR 285 FINANCE 287 HR 283 EXEC DIR 281 ASST 279 MARKET 277 CONFERENCE 275 ADMIN 271 LAN 276 COPY 278 ELEC 282 TEMP 284 IT 274 DESK STAFF 272 WOMEN 204 MEN 203 WATER & FIRE ENTRY 273 LOBBY 202 CARDIO 261 11 L-1 W/ TMV-2 3/4" 3/4" 9 15 2" FD-1 W/ TS 2" FD-1 W/ TS 1 1/2" 1 1/2" 11 4" WCO 5 WC-2 WC-2 15 15 2" UR-2 WC-1 12 13 14 9 2-1/2" CW, 1-1/2" HW AND 1" HWC DOWN S-1 25 6 13 16 3" VTR 27 17 27 17 27 17 19 4" OD-1 4" RD-1 (2,550 S.F.) 18 26 18 26 18 26 20 4" GCO I.E.=+/-7,545.0 SEE SHEET P102 FOR CONTINUATION AT LOWER LEVEL 2 1/2" 1" G P402 2 2" 2" 3" 1-1/2" 41 EWC-1 42 44 43 1 1 / 2 " 25 SEE PLUMBING ISOMETRIC 2 P601 SEE PLUMBING ISOMETRIC (SIM.) 2 P601 SEE PLUMBING ISOMETRIC 3 P601 SEE PLUMBING ISOMETRIC 3 P701 ST. 263a CARDIO 261 4" RDL 4" ODL 6" RDL 6" ODL 4" RDL 4" ODL L-1 W/ TMV-2 L-1 W/ TMV-2 L-1 W/ TMV-2 51 51 3/ 4 " 3/ 4 " 3/ 4 " 5 1"3" 2" 52 52C D 3" 1 1/2" 1" 2" GAS RISE 43 6" R D L 6" O D L 8" R D L 8" O D L 8" R D L 8" O D L MAIN LEVEL PLUMBING KEYNOTES: 2" WASTE DOWN, 1-1/2" VENT RISE, 1/2" HW AND 1/2" CW TO LAV/TMV. CONNECT 3/4" HW TO (E) HW ABOVE CEILING WITH BALL VALVE AND DOWN IN WALL AND OFFSET TO FIXTURES. 3/4" HW DOWN IN WALL AND OFFSET IN WALL AND CONNECT TO HW AT END LAV. CONNECT 4" WASTE, 2" VENT AND 1" CW TO (E) PLUMBING IN WALL FOR WC. 4" WASTE DOWN, 2" VENT RISE, 1" CW TO WC. 2" WASTE DOWN, 1-1/2" VENT RISE, 1/2" HW AND 1/2" CW TO SINK. 3" VENT UP FROM BELOW. 3" VENT RISE TO 3" VTR. 3/4" HW, 3/4" CW AND 3/4" HWC DOWN IN WALL AND OFFSET TO FIXTURES. CONNECT 3" WASTE TO (E) WASTE BELOW FLOOR. 2" WASTE DOWN, 1-1/2" VENT RISE, 1/2" HW AND 1/2" CW TO LAV/TMV. 4" WASTE DOWN, 3" WET VENT RISE, 2" VENT RISE, 1" CW TO WC, 3/4" CW TO UR. 2" VENT RISE TO 3" VTR. 2" CW DOWN IN WALL AND OFFSET TO FIXTURES. BALL VALVE (FULL SIZE) WITH SERVICE ACCESS. 2" VENT UP FROM BELOW. 4" RDL UP TO 4" RD-1. 6" RDL UP TO 6" RD-1. 6" RDL AND 6" ODL DOWN IN WALL. 8" RDL AND 8" ODL DOWN ON WALL. 6" RDL DOWN IN WALL AND OFFSET BELOW GRADE. 3/4" CW AND 1/2" HW DOWN IN WALL AND OFFSET BELOW FLOOR. 3/4" CW TO WH-1. COMBINATION WASTE AND VENT SYSTEM. 1-1/2" V. RISE TO 3" VTR. 6" ODL UP TO 6" OD-1. 4" ODL UP TO 4" OD-1. 6" RDL AND 6" ODL DOWN ON WALL, 6" RDL AND 6" ODL TO OFFSET TO 6" DSN AT 18" ABOVE SPLASH BLOCK. 4" PERFORATED FOUNDATION DRAIN SLOPED AT 1.04%. 4" PERFORATED FOUNDATION DRAIN DOWN, SEE P102 FOR CONTINUATION. 3" PLUG VALVE ON HOUSE SIDE OF GAS METER. 3" GAS RISE ON WALL AND OFFSET ON WALL. CONNECT (E) 2" GAS TO (N) 3" GAS LINE. 2-1/2" GAS RISE. 2" G. THRU SIDEWALL ONTO ROOF, SEE DRAWING P102 FOR CONTINUATION. 4" DECK DRAINAGE SLOPED AT 1.04%. LOCATE FOUNDATION PENETRATION THRU STEM WALL AT MAX. 1'-8" BELOW ADJACENT FINISHED FLOOR ELEVATION. COORDINATE POOL FOUNDATION CONNECTION POINT WITH POOL CONTRACTOR. POOL CONTRACTOR WILL PROVIDE BELOW POOL FOUNDATION DRAINAGE AND CONNECT TO THIS LOCATION. 1" CW TO FB-1. 1" CW BELOW POOL DECK. 2" SUMP DISCHARGE RISE AND OFFSET THRU WALL AND AIR GAP TO FLOOR SINK. 1/2" CW UP FROM BELOW TO EWC. 2" W. DOWN, 1-1/2" V. RISE AND 1/2" CW TO EWC. 1-1/2" V. UP FROM BELOW. 2" W. DOWN, 1-1/2" V. RISE TO AIR ADMITTANCE VALVE IN CASEWORK, 1/2" HW AND 1/2" CW TO SINK. SHOCK ABSORBER ABOVE CEILING WITH ACCESS. ARCHITECTURAL DOWNSPOUT TO DISCHARGE ONTO SPLASH BLOCK. CONNECT 4" RDL AND 4" ODL TO (E) ABOVE CEILING. OFFSET 4" ODL THRU WALL TO 4" DSN AS HIGH AS POSSIBLE. 4" RDL DOWN ON WALL AND OFFSET BELOW GRADE. BALANCING VALVE WITH SERVICE ACCESS, BALANCE TO .5 GPM. CONNECT 3/4" CD AND RISE TO ABOVE CEILING, ROUTE DOWN IN WALL AIRGAP TO SINK TAILPIECE. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 1 0 : 4 1 : 0 0 A M C: \ U s e r s \ j b a l l a r d \ D o c u m e n t s \ 1 6 0 2 3 - P L B G - R 1 6 - C e n t r a l _ jb a l l a r d 7 2 M 5 3 . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R TRH TRH/JIB 10-31-2016 16003 MAIN LEVEL PLUMBING PLAN - NORTH P103 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O SCALE: 1/8" = 1'-0" MAIN LEVEL PLUMBING PLAN - NORTH 2" FD-1 W/ TS (E)RDL (E)ODL (E)3" RDL AND ODL (64 S.F.) (E)3" RDL AND ODL (64 S.F) (E)RDL UP TO (E)RD (E)RDL UP TO (E)RD (E)ODL UP TO (E)OD (E)ODL UP TO (E)OD (E)RDL UP TO (E)RD (E)RDL UP TO (E)RD (E)ODL UP TO (E)OD (E)RDL UP TO (E)RD (E)ODL UP TO (E)OD (E)RDL UP TO (E)RD (E)ODL UP TO (E)OD (E)3" W ( E ) 3 " W (E)3" W EA EB EC ED EE EF E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 (E)4" W 4" AD-1 4" FCO 4" FCO 2 Q 9 101 L P M 3 4 6 7 8 N P401 2 P402 4 (E)FD (E)WC (E)WC (E)WC (E)FD (E)FD (E)FD (E)UR WC-1 (E)SH (E)FD (E)FD (E)FD (E)SH (E)HB (E)FD (E)SH (E)RDL (E)ODL (E)RDL UP TO (E)RD (E)ODL UP TO (E)OD (E)RDL UP TO (E)RD (E)ODL UP TO (E)OD (E)SH (E)FD (E)WC (E)LAV 4" AD-1 4" FCO 4" WCO L-1 W/ TMV-2 WC-2 SEE PLUMBING ISOMETRIC 4 P601 1 5 1 4 2 3 ACTIVITY POOL 001 POOL OFFICE 256 W. LOCKERS 221 FAM CHANGING 212 PARTY 211 INDOOR PLAY 205 W. TEAM LOCKERS A106 M. LOCKERS 231 FOYER A101 EXIST POOL DECK A109 W. SHOWERS 222 W. TOILETS 223 M. TOILETS 233 M. SHOWERS 232 JAN 229 ACR2 214 CHG 215 ACR3 216 VESTIBULE 201 EXIST LAUNDRY A111 EXIST POOL MECH A112 EXIST ELEC A113 EXIST POOL EQUIP A114 EXIST NATATORIUM A110 POOL STORAGE A108 M. TEAM LOCKER A107 MECHANICAL A102 POOL STORAGE 255 CIRC 259 OFFICE 206 KIDS T 207 KID WATCH 288 ELEC 254 S-1 ALT WATER SLIDE 002 6 15 36 36 30 18 26 18 26 G G 6" RDL, SEE P100 FOR CONTINUATION 8" WASTE, SEE P100 FOR CONTINUATION 2" FD-1 W/ TS 24 2" 45 28 3/4" WH-1 23 G3" REPLACE (E)GAS SERVICE WITH NEW GAS SERVICE BY LOCAL GAS COMPANY 31 32 33 NEW GAS METER, VALVES, REG, ETC. BY LOCAL GAS COMPANY, SEE GAS LOAD SCHEDULE ON P100. 4" FD-1 W/ TS G G 34 2 1/2" 4" FCO 4" FCO 2929 36 29 4" GCO I.E.=+/-7,545.0 SEE SHEET P102 FOR CONTINUATION AT LOWER LEVEL 1 1 / 2 " 35 G SL O P E W / ST R U C T U R E 24 3" FD-1 W/ TS 24 2" FD-1 W/ TS 36 TRENCH DRAIN (TD-1) 24'-0" TRENCH DRAIN (TD-1) 10'-0" TRENCH DRAIN (TD-1) 4'-0" TRENCH DRAIN (TD-1) 25'-0" 4" 4" TRENCH DRAIN (TD-1) 6'-0" TRENCH DRAIN (TD-1) 8'-0" 36TRENCH DRAIN (TD-1) 40'-0" TRENCH DRAIN (TD-1) 44'-0"36 36 TRENCH DRAIN (TD-1) 56'-0" FB-1 39 40 NOTE: CONNECT 2" DECK DRAINAGE TO TRENCH DRAIN EVERY 20 LF. S-1 3" 2" 36 28 6" R D L 38 22 46 (4,155 S.F) (E)SH 6" O D L NOTE: PROVIDE CORROSION RESISTANT HANGER, ROD AND ACCESSORIES PER SPECIFICATION IN NATARORIUM AND POOL EQUIPMENT ROOM. 6" SD 4" 48 50 49 47 5 L-1 W/ TMV-2 10 I.E. = ±7,562.6' 1/2" 3/4" 3/4" CW AND 1/2" HW UP FROM BELOW FLOOR L-1 W/ TMV-2 2" FD-1 W/ TS 2" FD-1 W/ TS 24 24 ACR1 213 5 1 1 / 2 " 1"3" 2" 25 EWC-1 4" GCO I.E.=+/-7,545.0 4" GCO I.E.=+/-7,545.02" WCO 2" 2" 43 4" FCO MAIN LEVEL PLUMBING KEYNOTES: 2" WASTE DOWN, 1-1/2" VENT RISE, 1/2" HW AND 1/2" CW TO LAV/TMV. CONNECT 3/4" HW TO (E) HW ABOVE CEILING WITH BALL VALVE AND DOWN IN WALL AND OFFSET TO FIXTURES. 3/4" HW DOWN IN WALL AND OFFSET IN WALL AND CONNECT TO HW AT END LAV. CONNECT 4" WASTE, 2" VENT AND 1" CW TO (E) PLUMBING IN WALL FOR WC. 4" WASTE DOWN, 2" VENT RISE, 1" CW TO WC. 2" WASTE DOWN, 1-1/2" VENT RISE, 1/2" HW AND 1/2" CW TO SINK. 3" VENT UP FROM BELOW. 3" VENT RISE TO 3" VTR. 3/4" HW, 3/4" CW AND 3/4" HWC DOWN IN WALL AND OFFSET TO FIXTURES. CONNECT 3" WASTE TO (E) WASTE BELOW FLOOR. 2" WASTE DOWN, 1-1/2" VENT RISE, 1/2" HW AND 1/2" CW TO LAV/TMV. 4" WASTE DOWN, 3" WET VENT RISE, 2" VENT RISE, 1" CW TO WC, 3/4" CW TO UR. 2" VENT RISE TO 3" VTR. 2" CW DOWN IN WALL AND OFFSET TO FIXTURES. BALL VALVE (FULL SIZE) WITH SERVICE ACCESS. 2" VENT UP FROM BELOW. 4" RDL UP TO 4" RD-1. 6" RDL UP TO 6" RD-1. 6" RDL AND 6" ODL DOWN IN WALL. 8" RDL AND 8" ODL DOWN ON WALL. 6" RDL DOWN IN WALL AND OFFSET BELOW GRADE. 3/4" CW AND 1/2" HW DOWN IN WALL AND OFFSET BELOW FLOOR. 3/4" CW TO WH-1. COMBINATION WASTE AND VENT SYSTEM. 1-1/2" V. RISE TO 3" VTR. 6" ODL UP TO 6" OD-1. 4" ODL UP TO 4" OD-1. 6" RDL AND 6" ODL DOWN ON WALL, 6" RDL AND 6" ODL TO OFFSET TO 6" DSN AT 18" ABOVE SPLASH BLOCK. 4" PERFORATED FOUNDATION DRAIN SLOPED AT 1.04%. 4" PERFORATED FOUNDATION DRAIN DOWN, SEE P102 FOR CONTINUATION. 3" PLUG VALVE ON HOUSE SIDE OF GAS METER. 3" GAS RISE ON WALL AND OFFSET ON WALL. CONNECT (E) 2" GAS TO (N) 3" GAS LINE. 2-1/2" GAS RISE. 2" G. THRU SIDEWALL ONTO ROOF, SEE DRAWING P102 FOR CONTINUATION. 4" DECK DRAINAGE SLOPED AT 1.04%. LOCATE FOUNDATION PENETRATION THRU STEM WALL AT MAX. 1'-8" BELOW ADJACENT FINISHED FLOOR ELEVATION. COORDINATE POOL FOUNDATION CONNECTION POINT WITH POOL CONTRACTOR. POOL CONTRACTOR WILL PROVIDE BELOW POOL FOUNDATION DRAINAGE AND CONNECT TO THIS LOCATION. 1" CW TO FB-1. 1" CW BELOW POOL DECK. 2" SUMP DISCHARGE RISE AND OFFSET THRU WALL AND AIR GAP TO FLOOR SINK. 1/2" CW UP FROM BELOW TO EWC. 2" W. DOWN, 1-1/2" V. RISE AND 1/2" CW TO EWC. 1-1/2" V. UP FROM BELOW. 2" W. DOWN, 1-1/2" V. RISE TO AIR ADMITTANCE VALVE IN CASEWORK, 1/2" HW AND 1/2" CW TO SINK. SHOCK ABSORBER ABOVE CEILING WITH ACCESS. ARCHITECTURAL DOWNSPOUT TO DISCHARGE ONTO SPLASH BLOCK. CONNECT 4" RDL AND 4" ODL TO (E) ABOVE CEILING. OFFSET 4" ODL THRU WALL TO 4" DSN AS HIGH AS POSSIBLE. 4" RDL DOWN ON WALL AND OFFSET BELOW GRADE. BALANCING VALVE WITH SERVICE ACCESS, BALANCE TO .5 GPM. CONNECT 3/4" CD AND RISE TO ABOVE CEILING, ROUTE DOWN IN WALL AIRGAP TO SINK TAILPIECE. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 1 0 : 4 1 : 0 6 A M C: \ U s e r s \ j b a l l a r d \ D o c u m e n t s \ 1 6 0 2 3 - P L B G - R 1 6 - C e n t r a l _ jb a l l a r d 7 2 M 5 3 . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R TRH TRH/JIB 10-31-2016 16003 MAIN LEVEL PLUMBING PLAN - SOUTH P104 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O SCALE: 1/8" = 1'-0" MAIN LEVEL PLUMBING PLAN - SOUTH EA EB EC ED EE EF E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 2 A B Q 9 101 L P M 3 4 6 7 A1 A4 AB A5 8 AE AD AH AC C D E F G K N A2 A3 AG AF AA (E)VTR (E)VTR (E)VTR (E)RD (128 S.F.) (E)RD (2,115 S.F.)(E)OD (E)OD (E)OD (E)RD (800 S.F.) (E)RD (2,115 S.F.) (E)RD (672 S.F.) (E)OD (E)RD (1,385 S.F.) (E)OD (E)RD (1,385 S.F.)(E)OD (E)RD (1,385 S.F.)(E)OD (E)RD (950 S.F.) (E)OD (E)RD (950 S.F.) (E)OD (E)RD (950 S.F.) (E)OD (E)RD (450 S.F.) (E)OD (E)VTR (E)RD (64 S.F.) (E)OD (E)RD (64 S.F.) (E)OD 6" OD-1 6" RD-1 (5,040 S.F.) NOTE: SEE P103 FOR ROOF PLUMBING THIS AREA 6" OD-1 6" RD-1 (4,410 S.F.) 6" OD-1 6" RD-1 (4,680 S.F.) 6" OD-1 6" RD-1 (3,100 S.F.) 6" OD-1 6" RD-1 (3,240 S.F.) 4" OD-1 4" RD-1 (1,728 S.F.) RTU-1 4" OD-1 4" RD-1 (2,108 S.F.) 6" OD-1 6" RD-1 (4,216 S.F.) 4" OD-1 4" RD-1 (1,586 S.F.) 3" VTR 4" OD-1 4" RD-1 (1,440 S.F.) 3" VTR 4" OD-1 4" RD-1 (2,686 S.F.) 3" VTR 3" VTR (E)PDU-1 3" VTR 1"1" 1 1/4" 2 1/2" G G G 4 13 5 12 1 2" GAS PRV (TYP.) SEE DETAIL 17 P501 3" VTR 1 1/4"G 6 2 1 1/4"G 6 11 3" VTR 3" VTR 3" VTR MAU-1 3" VTR4" VTR 3" VTR SEE GAS SUPPORT DETAIL 4 P501 1 1 / 4 " G SEE GAS SUPPORT DETAIL 4 P501 7 PDU-2 RTU-2 15 14 1" 3" VTR 16 RTU-3 20 18 19 20 CAP 3/4" GAS WITH GAS COCK 17 20 10 9 10 9 1,806 S.F. 1,806 S.F. REROUTED GAS PRV RELIEF WITH GOOSENECK TO ROOF JUNCTION BOX JUNCTION BOX JUNCTION BOX JUNCTION BOX1,590 S.F.2" 2" CAP 1-1/4" GAS WITH GAS COCK 3" VTR 22 ROOF HYDRANT RH-1 21 5 2" 2" GAS UP FROM BELOW 3" VTR 3" VTR PLUMBING KEYNOTES: GAS PIPING THRU SIDE WALL ONTO ROOF. GAS PRESSURE REGULATING VALVE (PRV) 1000 MBH INPUT AT S.L., 2.O PSI TO 14" WC. GAS PRESSURE REGULATING VALVE (PRV) 600 MBH INPUT AT S.L., 2.O PSI TO 14" WC. 2-1/2" GAS UP FROM BELOW AND OFFSET ON ROOF. CONNECT 1-1/2" GAS TO RTU WITH GAS COCK AND 6" DIRT LEG. CONNECT 2" GAS TO RTU WITH GAS COCK AND 6" DIRT LEG. CONNECT 1-1/2" GAS TO PDU WITH GAS COCK AND 6" DIRT LEG. PDU-1A (ALT #2). 3/4" G. DOWN THRU ROOF. HEAT TRACE, RAYCHEM #GM-X1, 146 L.F. x 10 WATT/L.F. = 1,460 WATTS., 120/60/1. LOCATE IN GUTTER AND DOWN IN DOWNSPOUT. E.C. TO POWER WIRE TO JUNCTION BOX AND P.C. TO WIRE AND INSTALL FROM JUNCTION BOX. CONNECT 4" RDL TO GUTTER AND OFFSET DOWN.. GAS PRESSURE REGULATING VALVE (PRV) 800 MBH INPUT AT S.L., 2.0 PSI TO 14" W.C. GAS PRESSURE REGULATING VALVE (PRV) 320 MBH INPUT AT S.L., 2.0 PSI TO 14" WC. GAS PRESSURE REGULATING VALVE (PRV) 500 MBH INPUT AT S.L., 2.0 PSI TO 14" WC. GAS PRESSURE REGULATING VALVE (PRV) 400 MBH INPUT AT S.L., 2.0 PSI TO 14" WC. 1" G. UP FROM BELOW AND OFFSET ON ROOF. CONNECT 1-1/4" G. TO MAU WITH GAS COCK AND 6" DIRT LEG. HEAT TRACE, RAYCHEM #GM-X1, 20 L.F. x 10 WATT/L.F. = 200 WATTS., 120/60/1. LOCATE IN GUTTER AND DOWN IN DOWNSPOUT. E.C. TO POWER WIRE TO JUNCTION BOX AND P.C. TO WIRE AND INSTALL FROM JUNCTION BOX. HEAT TRACE, RAYCHEM #GM-X1, 35 L.F. x 10 WATT/L.F. = 350 WATTS., 120/60/1. LOCATE IN GUTTER AND DOWN IN DOWNSPOUT. E.C. TO POWER WIRE TO JUNCTION BOX AND P.C. TO WIRE AND INSTALL FROM JUNCTION BOX. HEAT TRACE, RAYCHEM #GM-X1, 40 L.F. x 10 WATT/L.F. = 400 WATTS., 120/60/1. LOCATE IN GUTTER AND DOWN IN DOWNSPOUT. E.C. TO POWER WIRE TO JUNCTION BOX AND P.C. TO WIRE AND INSTALL FROM JUNCTION BOX. ARCHITECTURAL DOWNSPOUT DOWN TO LOWER ROOF / SPLASH BLOCK. 3/4" CW UP TO RH-1. CONNECT (2) 1-1/2" CONDENSATE TO PDU THRU CURB. PDU-1A (ALT #2). (ALT #2) GAS PRESSURE REGULATING VALVE (PRV), 400 MBH INPUT AT S.L., 2.0 PSI TO 14" WC. ROUTE 2" CONDENSATE WITH PDU-2 CONDENSATE ROUTING TO AIRGAP TO 4" FS-1. (ALT #2) CAP (E) CONDENSATE BELOW CEILING. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 EB EC ED EE EF E8 E9 E10 E11 E12 E13 E14 Q 9 10 P 6 7 8 N (E)VTR (E)VTR (E)OD (E)OD (E)RD (800 S.F.) (E)RD (2,115 S.F.) (E)RD (1,385 S.F.)(E)OD (E)RD (950 S.F.) (E)OD (E)RD (950 S.F.) (E)OD (E)RD (950 S.F.) (E)OD (E)RD (450 S.F.) (E)OD (E)VTR 4" OD-1 4" RD-1 (2,108 S.F.) 6" OD-1 6" RD-1 (4,216 S.F.) 3" VTR (E)PDU-1 1" 1" 1 1/4" 2 1/2" G G G 4 13 5 12 1 2" GAS PRV (TYP.) SEE DETAIL 17 P501 3" VTR 3" VTR 3" VTR 3" VTR SEE GAS SUPPORT DETAIL 4 P501 7 PDU-2 RTU-2 1" 20 18 19 20 JUNCTION BOX JUNCTION BOX 1,590 S.F.2" 2" 22 ROOF HYDRANT RH-1 21 PDU-1A 22 24 23 7 ALT #2 3" VTR 25 The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 1 0 : 4 1 : 1 2 A M C: \ U s e r s \ j b a l l a r d \ D o c u m e n t s \ 1 6 0 2 3 - P L B G - R 1 6 - C e n t r a l _ jb a l l a r d 7 2 M 5 3 . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R TRH TRH/JIB 10-31-2016 16003 ROOF PLUMBING PLAN P105 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O SCALE: 1/16" = 1'-0" ROOF PLUMBING PLAN SCALE: 1/16" = 1'-0" ALTERNATE #2 ROOF PLUMBING PLAN PLUMBING KEYNOTES: CONNECT NEW 2" CW TO (E) 2" CW WITH BALL VALVE. CONNECT 8" WASTE / 8" BACKWASH DRAIN TO (E) 8" WASTE BELOW FLOOR. 2" WASTE DOWN, 1-1/2" VENT RISE, 1/2" HW AND 1/2" CW TO SH. 4" WASTE DOWN, 2" VENT RISE, 1" CW TO WC. 2" VENT RISE TO 3" VTR. SHOCK ABSORBER ABOVE CEILING. COMBINATION WASTE AND VENT SYSTEM. CONNECT 4" WASTE TO (E) 4" WASTE. 2" WASTE DOWN, 1-1/2" VENT RISE, 1/2" HW AND 1/2" CW TO LAV/TMV. CONNECT 1-1/4" CW TO (E) CW AT STRUCTURE. CONNECT 1-1/4" TEPID WATER TO (E) ES/EEW WATER SUPPLY PIPING. 1-1/4" HW AND 1-1/4" CW TO TMV, 1-1/4" TEPID WATER TO ES/EEW. BALL VALVE (FULL SIZE) WITH SERVICE ACCESS. 4" RDL UP TO 4" RD-1. 4" ODL UP TO 4" OD-1. 4" RDL AND 4" ODL DOWN IN WALL, 4" RDL TO OFFSET BELOW GRADE, 4" ODL TO 4" DSN AT 18" ABOVE CATCH BASIN. 8" WASTE DOWN, 4" VENT RISE FOR BACKWASH CATCH BASIN. SEE DETAIL 6/P501. (2)2" PUMP DISCHARGES RISE ON WALL WITH VALVING, CONNECT AND RISE WITH 3" WASTE AND OFFSET AT STRUCTURE WITH 4" WASTE. 4" WASTE DOWN ON WALL AND AIRGAP TO CATCH BASIN. 4" VENT RISE TO 4" VTR. 1-1/2" VENT RISE TO 3" VTR. 2" VENT FROM SUMP PIT AND RISE ON WALL TO 3" VTR. 2" WASTE DOWN, 1-1/2" VENT RISE, 1/2" CW TO TEST SINK, TEST SINK SUPPLIED BY POOL CONTRACTOR. 3/4" CW DOWN ON WALL TO WH/HB. GAS PRESSURE REGULATING VALVE (PRV), 1440 MBH INPUT AT S.L., 2.0 PSI TO 14" WC. 2" CW DOWN ON WALL TO 2" RP BACKFLOW FOR POOL MAKE-UP AND RISE AND OFFSET AT STRUCTURE. 3/4" HWC DOWN AND CONNECT TO 3/4" HW AT MAXIMUM 2' FROM FAUCET. BALANCING VALVE WITH SERVICE ACCESS, BALANCE TO 1.0 GPM. CONNECT 6" RDL TO (E) 6" RDL AND 6" ODL BELOW GRADE. CONNECT 2" GAS TO POOL BOILER WITH GAS COCK AND 6" DIRT LEG. CONNECT 2" W. TO (E) WASTE BELOW FLOOR. 2" CW MAKE-UP (RP) DOWN AND CONNECT TO POOL AUTO FILLS, SEE AQUATICS DRAWINGS FOR VALVE AND INSTALLATION REQUIREMENTS. 1" CW BELOW POOL DECK, SEE DRAWING P104 FOR CONTINUATION. 1" CW DOWN WITH BALL VALVE AND OFFSET BELOW FLOOR SLAB. 4" W. DOWN, 2" V. RISE FOR FLOOR SINK. 1/2" CW WITH VALVE TO TRAP PRIMER, 1/2" TP TO FLOOR SINK. 1" G. RISE. ROUTE (E) GAS PRV RELIEF THRU ROOF WITH GOOSENECK. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38E4E5E6E7E8E9 2 Q 1 3 4 (E)ES/EEW (E)RDL (E)ODL (E)SINK (E)WCO (E)3/4" (E)2" (E)FD (E)FD (E)FD (E)HB (E)3/4" (E)1-1/2" (E)8" POOL DECK DRAIN (E)LAV (E)RDL (E)ODL (E)TMV (E)PUMP (E)FD (E)STORAGE TANK (E)BOILER (E)AIR SEPERATOR (E)EXPANSION TANK (E)RDL UP TO (E)RD (E)ODL UP TO (E)OD (E)RDL UP TO (E)RD (E)ODL UP TO (E)OD POOL MECH 253 POOL OFFICE 256 1 2 2" 3" 8" 8" WASTE, SEE P104 FOR CONTINUATION POOL STORAGE 255 ELEC 254 EXIST CHEM A115 EXIST POOL EQUIP A114 EXIST ELEC A113 EXIST LAUNDRY A111 16 1514 8" RDL, SEE P104 FOR CONTINUATION CB-1 TMV-3 10 11 13 13 8" L-2 W/ TMV-2 9 4" 4" GUARD CHG 257 GUARDS 258 EXIST POOL MECH A112 SH-2 3 8 4 5 WC-2 6 13 2" FD-1 W/ TS 3"G 3" 7 4" FD-2 W/ TS 4" DROP TO BELOW PIT SEWAGE EJECTOR SE-1 AND SE-2, SEE DETAIL 13 P501 G G 4" FD-2 W/ TS 7 2" 1 1/4" CB-2 4" WCO 17 22 1820 SE-1 AND SE-2 CONTROL PANEL 8" 4" FD-2 W/ TS 7 12 35 23 4" FD-2 W/ TS TMV-4 31 2" W. TO FLOOR DRAIN 2" W. TO FLOOR DRAIN 7 6" 2" FD-1 W/ TS7 3" FD-1 W/ TS 7 3" FD-1 W/ TS7 3" 30 25 2" 4" FD-2 W/ TS 7 32 2" 13 2" 24 13 POOL SINK, PROVIDED BY POOL CONTRACTOR 3/ 4 " 2" 3/4" HB-1 26 26 24 34 3/4" HB-2 33 19 1 1 / 4 " 3" G 37 4" FS-1 W/ TP 36 2" 5 2" 4" SEE PLUMBING ISOMETRIC 5 P601 1 1/4" 3/4" 1/2" 1/2" 3/ 4 " 1/ 2 " 3/4" 1 1/2"8" 2 8" 29 29 6" 8" SD 6" 6" 38 3/4" 28 27 3/4" CW RISE TO RH 13 5 13 1 1/4" 8" 6" 6"6" 4" 4" 13 E4 E5 E6 E7 E8 E9 (E)ES/EEW (E ) R D L (E ) O D L (E)SINK (E)WCO (E)3/4" (E)2" (E)FD (E)FD (E)FD (E)HB (E)3/4" (E ) 1 - 1 / 2 " (E)8" POOL DECK DRAIN (E)LAV (E)2" (E ) R D L (E ) O D L (E)TMV (E)WATER METER (E)PUMP (E)FD (E)STORAGE TANK (E)BOILER (E)AIR SEPERATOR (E)EXPANSION TANK (E)RDL UP TO (E)RD (E)ODL UP TO (E)OD (E)RDL UP TO (E)RD (E)ODL UP TO (E)OD 3 4 2 1 EXIST CHEM A115 EXIST POOL EQUIP A114 EXIST POOL MECH A112 EXIST ELEC A113 EXIST LAUNDRY A111 5 6 7 8 8 9 9 (E)2" CD (E ) 2 " C D PLUMBING DEMOLITION KEYNOTES: CAP (E) WATER LINE FOR RECONNECTION. REMOVE (E) WATER METER AND WATER SERVICE. ABANDON WATER SERVICE BELOW FLOOR. CAP (E) 8" WASTE FOR RECONNECTION. REMOVE (E) 8" WASTE LINE. CAP CW LINE SERVICING (E)ES/EEW. CAP (E) WASTE BELOW FLOOR. CAP (E) BACKWASH DRAIN LINE AND REMOVE DRAIN BOX. CAP (E) 5" RDL AND 5" ODL BELOW FLOOR. REMOVE AND CAP FOR REROUTING (E) GAS PRV RELIEF. 1 2 3 4 5 6 7 8 9 The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 1 0 : 4 1 : 1 4 A M C: \ U s e r s \ j b a l l a r d \ D o c u m e n t s \ 1 6 0 2 3 - P L B G - R 1 6 - C e n t r a l _ jb a l l a r d 7 2 M 5 3 . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R TRH TRH/JIB 10-31-2016 16003 ENLARGED PLUMBING PLANS P401 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O SCALE: 1/4" = 1'-0"P401 2 ENLARGED POOL MECHANICAL ROOM PLUMBING PLAN SCALE: 1/4" = 1'-0"P401 1 ENLARGED MECHANICAL ROOM DEMOLITION PLUMBING PLAN C PLUMBING KEYNOTES: 3" CW SERVICE ENTRY, SEE DETAIL 16/P501. 4" WASTE DOWN, 2" VENT RISE FOR FLOOR SINK. 3" SUMP PUMP DISCHARGE THRU WALL AND AIRGAP TO F.S. 3" CW RISE AND OFFSET AT STRUCTURE. (3) FIRE SPRINKLER ZONES, SEE FP PLANS FOR ZONE AREAS. 6" FIRE SERVICE ENTRY, SEE DETAIL 2/P501. 4" FIRE LINE RISE, SEE FP PLANS FOR CONTINUATION. 3/4" CW DOWN ON WALL TO 3/4" HB-1. CONNECT 2" WASTE TO (E) WASTE BELOW FLOOR. BALL VALVE (FULL SIZE) WITH SERVICE ACCESS. BALANCING VALVE WITH SERVICE ACCESS (BALANCE TO 2.0 GPM). BALANCING VALVE WITH SERVICE ACCESS (BALANCE TO 1.0 GPM). 2" CW DOWN IN WALL AND OFFSET TO FIXTURES. 4" WASTE DOWN, 2" VENT RISE, 1" CW TO WC. COMBINATION WASTE AND VENT SYSTEM. 3/4" HW, 3/4" CW AND 3/4" HWC DOWN IN WALL AND OFFSET TO FIXTURES. 3" GW DOWN, 1-1/2" VENT RISE, 1/2" HW AND 1/2" CW TO 3-COMP. SINK FAUCET/FS. 2" WASTE DOWN, 1-1/2" VENT RISE, 1/2" HW AND 1/2" CW TO LAV/TMV. 3" VENT RISE TO 3" VTR. 2" WASTE DOWN, 1-1/2" VENT RISE, 3/4" CW TO UR. 6" RDL UP TO 6" RD-1. 6" ODL UP TO 6" OD-1. 4" RDL UP TO 4" RD-1. 4" ODL UP TO 4" OD-1. 1" CW DOWN IN WALL AND OFFSET TO FIXTURES. 1-1/4" CW AND 3/4" HW DOWN IN WALL AND OFFSET TO FIXTURES. GAS PRESSURE REGULATING VALVE (PRV), 399 MBH INPUT AT S.L., 2.0 PSI TO 10" WC. 1-1/4" GAS DOWN AND CONNECT TO GWH/BOILER WITH GAS COCK AND 6" DIRT LEG. 2" CW, 2" HW (140°F), 2" HW (120°F) AND 1-1/4" HWC DOWN TO PP-1 AND TMV-1 MOUNTED ON WALL. 2" WASTE DOWN, 1-1/2" VENT RISE, 1/2" HW AND 1/2" CW TO SHOWER. 4" ODL TO OFFSET TO 4" DSN AS HIGH AS POSSIBLE ABOVE GRADE AND CEILING. 2" VENT RISE TO 3" VTR. 3/4" CW TO HB/WH. 3" W. DOWN, 1-1/2" V. RISE FOR FLOOR DRAIN. 2" WASTE DOWN, 1-1/2" VENT RISE, 1/2" CW TO DF. 2" CW, 3/4" HW AND 3/4" HWC DOWN IN WALL AND OFFSET TO FIXTURES. 3" WASTE DOWN, 1-1/2" VENT RISE, 1/2" HW AND 3/4" CW TO MSB/HB. 2" WASTE DOWN, 1-1/2" VENT RISE, 1/2" HW AND 1/2" CW TO LAV/TMV. SHOCK ABSORBER ABOVE CEILING WITH SERVICE ACCESS. CONNECT 4" WASTE TO (E) 4" WASTE. 2" W. DOWN, 1-1/2" V. RISE FOR SUIT MATE. 3/4" CW DOWN IN WALL, 1/2" CW TO DF, 3/4" CW TO HB. (2) 2" VENT RISE AND CONNECT AT 12" ABOVE FINISHED GRADE, 3" VENT RISE. 1/2" HW AND 1/2" CW TO SHOWER. 4" FIRE LINE DOWN TO FDC. U.L. CHECK VALVE WITH AUTO BALL DRIP. CONNECT 3" ODL TO (E) OD AND OFFSET ABOVE CEILING. CONNECT 3" RDL TO (E) RD AND ROUTE ABOVE CEILING AND DROP IN WALL AND OFFSET BELOW GRADE. CONNECT 4" RDL AND 4" ODL TO (E) RD AND OD AND ROUTE ABOVE CEILING AND DROP IN WALL AND OFFSET BELOW GRADE. BALANCING VALVE WITH SERVICE ACCESS, BALANCE TO .5 GPM. 3/4" HWC DOWN IN WALL AND CONNECT TO 1/2" HW WITHIN 2' OF FAUCET. 2" GW DOWN, 1-1/2" VENT RISE, 1/2" HW AND 1/2" CW TO HS/TMV. 4" GW DOWN, 2" VENT RISE FOR FS. 2" PDU CONDENSATE DOWN ON WALL AND AIRGAP TO F.S. CONNECT (2) 1-1/2" CONDENSATE TO PDU. INDIRECT WASTE TO AIRGAP TO FS. 3/4" HW DOWN AND CONNECT TO DISHWASHER. 1" HW AND 1" CW DOWN IN WALL AND OFFSET TO SHOWER. 1/2" CW DOWN TO ICE MAKER. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 4 Q 9 P 7 8 N 7.96.4 FAM CHANGING 212 W. LOCKERS 221 M. LOCKERS 231 W. TOILETS 223 W. SHOWERS 222 M. TOILETS 233 M. SHOWERS 232 JAN 229 CIRC 259 CHG 215 ACR3 216 ACR2 214 ACR1 213 KIDS T 207 OFFICE 206 WC-2 WC-1 WC-1 4" WCO 14 14 3" FD-1 W/ TS 3" FD-1 W/ TS 10 203" FD-1 W/ TS WC-1 WC-1 WC-2 4" WCO 14 18 3" FD-1 W/ TS 2" FD-1 W/ TS DF-1 W/ BF-1 DF-1 W/ BF-1 1010 UR-1 UR-2 UR-1 3" FD-1 W/ TS 10 2" FD-1 W/ TS 10 30 30 30 18 3030 3030 15 15 15 15 15 15 15 15 15 15 3" FD-1 W/ TS 2" FD-1 W/ TS 2" FD-1 W/ TS MSB-1 W/ HB-1 3" FD-1 W/ TS 15 4" WCO 14 WC-2 WC-2 L-2 W/ TMV-2 L-2 W/ TMV-2 WC-2 L-2 W/ TMV-2 4" WCO 10 3" FD-1 W/ TS 2" FD-1 W/ TS 3" FD-1 W/ TS 3" FD-1 W/ TS 3" FD-1 W/ TS 10 MECHANICAL A102 10 10 18 18 20 30 14 18 WC-1 WC-1 WC-1 WC-1 3" FD-1 W/ TS 3" FD-1 W/ TS 3" FD-1 W/ TS 3" FD-1 W/ TS 1414 38 19 14 50 10 10 10 15 15 30 30 38 10 50 50 30 37 14 38 15 15 15 15 21 22 2324 4" O D L 4" R D L 6" O D L 6" R D L 2" B-1 B-2 G 3" FS-1 4" FS-1 G 2" FD-1 W/ TS 2" FD W/ TS 3" FD W/ TS 3/4" HB-1 10 3/4" 3/4" 3/4" L-2 W/ TMV-2 WC-3 1 1/2" 4" WCO32 1 1/2" 1/ 2 " 1/ 2 " 2" 3/4" 3/4" 2" 1" 3/4" 2" 19 3" 1 1/2" 4" SH-2 SH-1 SH-1 SH-1 SH-1 SH-1 SH-1 SH-1 35 3/ 4 " 3/ 4 " 16 40 PP-1 AND TMV-1 MOUNTED ON WALL 29 8 3/4" GWH-1 GWH-2 GWH-3 232 28 27 2" 1" 1" 15 2" 2" 1 1 / 4 " 9 2727 1" 1"27 28 28 GAS WATER HEATERS, SEE DETAIL P501 3" 1 1/2" SH-2 1 1 / 4 " 1 1 / 4 " 6"6"6" 30 35 SH-2 SH-1SH-1SH-1SH-1SH-1 SH-1 1 1 / 2 " 2" 32 2 1 / 2 " 2 1 / 2 " 3/4" 3/4" SH-1 1 1 / 2 " 1/2" 1/2" 3" 1 1/4" 3/4" 10 16 2" 10 36 39 3" FD-1 W/ TS 15 3/4" 38 15 1" 3" 1 1/2" 3/4" 3/4" 3/4" 3" 39 SH-2 39SH-2 3" FD-1 W/ TS 15 3" 3" 15 14 15 3" FD-1 W/ TS 10 2" FD-1 W/ TS 15 13 30 1 1/2" DF-1 SUIT MATE 28 2" FD-1 W/ TS 15 3" FD-1 W/ TS 15 41 35 42 HB-2 3" FD-1 W/ TS 15 15 34 3" FD-1 W/ TS 3" FD-1 W/ TS 15 4" FD-1 W/ TS 2" FD-1 W/ TS 15 2 3" FD-1 W/ TS 15 28 1" 4" WCO 34 3" FD-1 W/ TS 10 1/ 2 " 1/ 2 " SH-1 44 4" AD-1 3/4" HB-2 33 6" 1" 10 3" CW, 1-1/2" HW AND 1" HWC SEE PLUMBING ISOMETRIC 10 P601 SEE PLUMBING ISOMETRIC 5 P602 SEE PLUMBING ISOMETRIC SIM.3 P602 SEE PLUMBING ISOMETRIC 3 P602 SEE PLUMBING ISOMETRIC SIM. 3 P602 SEE PLUMBING ISOMETRIC 4 P602 SEE PLUMBING ISOMETRIC 1 P602 SEE PLUMBING ISOMETRIC 2 P701 SEE PLUMBING ISOMETRIC 7 P602 SEE PLUMBING ISOMETRIC 1 P701 SEE PLUMBING ISOMETRIC 8 P602 SEE PLUMBING ISOMETRIC SIM. 2 P601 SEE PLUMBING ISOMETRIC SIM.6 P602 SEE PLUMBING ISOMETRIC 6 P602 25 3" WCO 4" WCO L-1 W/ TMV-2 3" FD-1 W/ TS 3" FD-1 W/ TS 3" FD-1 W/ TS 1 1/2" 6" 6" 10 3" FD-1 W/ TS 1 1 / 2 " SEE PLUMBING ISOMETRIC 2 P602 34 15 15 15 4" FCO6"6" 1/2"1/2" 3/4"3/4" 1"1"1 1/4"1 1/4" 3/4" 2" 1 1/2" 48 2" 1 1/2" 47 3" ODL 1 1/4" 1 1/4" 1" 1" 3/ 4 " 3/ 4 " 1/ 2 " 1/ 2 " 6" SD 2" 1 1/2"1 1/2" 2" 1 1/4" 1 1/4" 49 6" AT 1.04% 1 1/2" 49 31 51 50 2" FD-1 W/ TS 15 3" FD-1 W/ TS 15 3" 3" FD-1 W/ TS 15 51 51 3" FD W/ TS 15 I.E. = ±7,560.9' 51 L-1 W/ TMV-2 50 152" FD-1 W/ TS 50 L-1 W/ TMV-2 L-1 W/ TMV-2 L-1 W/ TMV-2 L-1 W/ TMV-2 54 2" CD 1 1/2" CD 55 4" RDL 3" FD W/ TS 15 4" WCO I.E. = ±7,562.3' L-1 W/ TMV-2 L-1 W/ TMV-2 L-1 W/ TMV-2 L-1 W/ TMV-2 50 L-1 W/ TMV-2 16 12 50 3" WCO 2" 2" WCO 2" WCO 2" C D 32 58 2" FD-1 W/ TS 15 FOUNDATION WALL PENETRATION B-3 7 8 A2 7.9 WOMEN 104 MEN 105 UR-1 L-1 3" WCO 20 SEE PLUMBING ISOMETRIC 9 P601 18 19 18 3" WCO 6" WASTE, SEE P102 FOR CONTINUATION 3" WASTE, SEE P102 FOR CONTINUATION 3" 10 12 113/ 4 " 1" 1" WC-2 WC-1 WC-1 WC-1 10 13 4" WCO 2 1 / 2 " 1 1 / 4 " 3" FD-1 W/ TS2" FD-1 W/ TS 15 14 14 3/4" 3/4" 3/4" L-1 W/ TMV-2 12 15 3" 1 1/2" 2" SEE PLUMBING ISOMETRIC 7 P601 SEE PLUMBING ISOMETRIC 6 P601 16 18 18 WC-1 SEE PLUMBING ISOMETRIC 8 P601 14 2" 4" 10 13 WC-1 WC-2 14 UR-1 WC-1 4" WCO 1" 2-1/2" 1-1/4" 2" L-1 W/ TMV-2 L-1 W/ TMV-2 L-1 W/ TMV-2 18 L-1 W/ TMV-2 L-1 W/ TMV-2 36 UR-2 AB 87.9 COMMUNITY KITCHEN 142 STORAGE 143 COMMUNITY 1411"1" 3/4" 10 17 3" FS-1 4" FCO 3 " 2" HS-1 W/ TMV-2 1/2" 1/2"1 1/2" 52 2" FD-1 15 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 10 3" 1 1/2" 4" GW, SEE P102 FOR CONTINUATION MSB-1 & HB-1 37 3/4" WH-1 (2) 2" VENT TO GREASE INTERCEPTOR, SEE P102 FOR CONTINUATION 33 43 10 1 1/2" 4" FS-1 3/4" 10 56 57 3253 2" 56 3" WCO S-3 2" FS-1 10 59 4 56 A6 K 3" CW SERVICE AND 2" VENT, SEE P103 FOR CONTINUATION 3 1 4" WCO 3" CW SERVICE, SEE DRAWING P102 FOR CONTINUATION 45 AUDIBLE/VISUAL FIRE ALARM AT 10' ABOVE FINISHED GRADE 6" FIRE, SEE DRAWING P102 FOR CONTINUATION 46 F 4 2 4" FS-1 IRRIGATION CONTROLLER, COORDINATE LOCATION IN FIELD 5 FS FS FS 6 The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 12 / 1 5 / 2 0 1 6 1 : 1 1 : 1 4 P M C: \ U s e r s \ j b a l l a r d \ D o c u m e n t s \ 1 6 0 2 3 - P L B G - R 1 6 - C e n t r a l _ JB a l l a r d . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R TRH TRH/JIB 10-31-2016 16003 ENLARGED PLUMBING PLANS P402 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O SCALE: 1/4" = 1'-0"P402 4 ENLARGED LOCKER ROOMS PLUMBING PLAN SCALE: 1/4" = 1'-0"P402 1 ENLARGED PLUMBING PLANSCALE: 1/4" = 1'-0"P402 3 ENLARGED ALTERNATE KITCHEN PLUMBING PLAN SCALE: 1/4" = 1'-0"P402 2 ENLARGED MECHANICAL ROOM PLUMBING PLAN 12-19-16 BULLETIN #4 4 ROOF DRAIN INSTALLATION DETAIL 16" 4" 23" 6" 4" 131_ 2" 201_ 2" 6" BACKWASH CATCH BASIN DETAILGAS PRESSURE REGULATING VALVE PIPING DETAIL 6 P501 1 P501 4 P501 2 P501 3 P501 7 P501 8 P501 9 P501 10 P501 14 P501 5 P501 11 P501 12 P501 P501 13 15 P501 16 P501 17 P501 18 P7-01 SCALE: NONE SCALE: NONESCALE: NONE SCALE: NONE SCALE: NONE (WATER) SCALE: NONE SCALE: NONE SCALE: NONESCALE: NONE SCALE: NONE SCALE: NONE 1000 GALLON CAPACITY SCALE: NONE SCALE: NONE SCALE: NONE (SIDE)SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE THRUST BLOCK SCHEDULE PRV SCHEDULE REQUIRED BEARING AREA (SQ. FT.) PIPE SIZE 90° ELL 45° ELL 22-1/2 ELL TEE OR PLUG PRESS. OUTPRESS. INMANUFACTURERCODE MODEL GPM SIZE FINISHED GRADEFINISHED FLOOR FLOORFLOOR FINISHED GRADEFINISHED GRADE FINISHED FLOOR THRUST BLOCK - CONCRETEGAS PIPING SUPPORT DETAIL FIRE SERVICE ENTRY DETAIL PRESSURE REDUCING STATION DETAIL GAS FIRED WATER HEATER DETAIL CLEANOUT DETAIL (FLOOR) CLEANOUT DETAIL (WALL)CLEANOUT DETAIL (WALL) GRADE CLEANOUT (2-WAY) GREASE INTERCEPTOR DETAIL ROOF DRAIN/DOWNSPOUT DIAGRAMPOOL BACKWASH STANDPIPE DETAIL DUPLEX SEWAGE EJECTOR DETAIL ELEVATOR SUMP PUMP DETAIL DOMESTIC CW ENTRY PIPING DETAIL ROOF/OVERFLOW DRAIN CATCH BASIN DETAIL (TYP.) WCO NO-HUB COUPLING 6" BOTTOM OUTLET UPSIZE TO 8" P-TRAP AND 8" WASTE 24"x24"x24" CATCH BASIN (CB-2) SEE SPECS. AIRGAP BACKWASH DRAIN TO CATCH BASIN. REFER TO AQUATICS 4" 8" 4" VENT LOADS AND PRESSURES, ADJUST AREAS PROPORTIONATELY. THE TABLE NEGLECTS ABOVE TABLE IS BASED ON 1,500 LB/SF BEARING AND 100 P.S.I. FOR OTHER BEARING BEARING AREA PER SCHEDULE-AGAINST UNDISTURBED SOIL CONCRETE THRUST BLOCK CENTRIFUGAL THRUST. NOTE: 6" 8" 4" 2.7 4.7 2.7 1.4 2.6 1.4 0.7 1.3 0.7 1.9 3.4 1.9 BASED ON ROOF AND/OR UNISTRUT PIPE CLAMP A D J U S T A B L E PIPE SLOPE. UNISTRUT (BY M.C.) GAS PIPE ON ROOF, SEE DRAWINGS FOR SIZES GALVANIZED UNISTRUT FRAME AND SUPPORT (BY M.C.) SUPPORT. ADJUSTMENT ADJUSTABLE UNISTRUT GALVANIZED FOR PIPING UP TO 3", 4" AND LARGER SHALL HAVE ROLLERS ADJUSTMENT MIN. 9" FOR RE-ROOFING (12" ABOVE ROOF MIN.) MEMBRANE PAD BY M.C., UNDER SUPPORT HAVE 24"x18" ROOF MEMBRANE ROOF SHALL FOR LAYOUT AND SIZING OF REFERENCE FPC SHOP DRAWINGS (BY E.C.) AND INTERIOR ALARMS, WIRING TO EXTERIOR 2"BACKFLOW PREVENTER DOUBLE CHECK 6" U.L. APPROVED 2" DRAIN VALVE WALL AND TERMINATE WITH 45° EXTEND 2" DRAIN THRU EXTERIOR PRESSURE GAUGE SWITCH WITH EACH 6" FINISHED FLOOR JOINTS AT ELBOW ROD PIPING AND 6" FIRE SERVICECONCRETE THRUST BLOCK FS TO SIAMESE FIRE DEPARTMENT CONNECTION ASSEMBLY 4" U.L. CHECK VALVE WITH AUTOMATIC BALL DRIP ENTRY FLANGE BUILDING FIRE SPRINKLER SYSTEM WATER FLOW SWITCH, 3/4" ELBOW PROVIDE TAMPER O.S.&Y. GATE VALVE U.L. BUTTERFLY VALVE W/ TAMPER SWITCH 6" 75180WATTSPRV-1 LF223S 94 1-1/2" 75180WATTSPRV-2 LF223S 94 1-1/2" PRV-2 PRV-1 BALL VALVE (TYP.) STRAINER (TYP.) UNION (TYP.) PRESSURE GAUGE WITH COCK (TYP.) 3"3" 3" PIPE REDUCER/ INCREASER (TYP.) 2" 2" 2"2" GLOBE VALVE (BRONZE & LEAD-FREE) CHECK VALVE, (TYP.)BALANCING VALVE TIGHT CLOSING THERMOMETER (TYP.) PP-1, SEE SCHEDULE DOMESTIC HOT WATER SEE SCHEDULE GAS FIRED WATER HEATER UNION (TYP.) GAS COCK (TYP.) MIN. 6" DIRT FLUE (TYP.) ASME T&P RELIEF VALVE (TYP.) HOSE END DRAIN VALVE (TYP.) TO FLOOR DRAIN (TYP.). RELIEF VALVE OPENING, AIR GAP RELIEF VALVE DRAIN, FULL SIZE OF (TYP. EACH HW AND CW CONNECTION) BALL VALVE AND DIELECTRIC NIPPLE CONNECT TO WATER HEATER WITH G G G D D D CIRCULATING PUMP PET NOTE: PROVIDE EQUALIZING MANIFOLD OR REVERSE RETURN PIPING. TANK (PET) PLUMBING EXPANSION UNION, (TYP.) 120°F TMV-1 MIXING VALVE BALL VALVE, (TYP.) LEG, (TYP.) FLUE (TYP.) RE: HVAC IS ONLY REQUIRED ON NOTE: VACUUM RELIEF HEATERS NOT PROVIDED WITH DIP TUBES WITH ANTI SYPHON PROTECTION. WATTS #N36-MI VACUUM RELIEF (TYP.) 4" CONCRETE HOUSEKEEPING PAD PLUG (IF END OF LINE) SEE SPECIFICATIONS CLEANOUT PLUG AND BODY, PAD (GRADE C.O.) 18"x18"x6" THICK CONCRETE COVER (GRADE C.O.) HEAVY DUTY CAST IRON TRACTOR PVC 1/8" BEND, FULL MAIN IS OVER 4") REDUCING BRANCH IF PVC WYE (WYE WITH SIZE, 4" MAXIMUM FLOW ADJUSTING COLLAR SEE SPECS. FOR COVER IN FINISHED FLOOR C.I. RISER WALL WALL COVER - SEE SPECS. PLUG WITH WALL FLUSH SHOWN ON DRAWINGS WASTE/SOIL PIPE SIZE AS EXTEND BRONZE CLEANOUT 18 " M A X WALL WALL COVER - SEE SPECS. PLUG WITH WALL FLUSH SHOWN ON DRAWINGS WASTE/SOIL PIPE SIZE AS EXTEND BRONZE CLEANOUT 18 " M A X HEAVY DUTY CAST IRON TRACTOR COVER (GRADE C.O.) 24"x18"x6" THICK CONCRETE PVC CLEANOUT FLOW ADJUSTING PAD (GRADE C.O.) CLEANOUT PLUG AND BODY, SEE SPECS. PVC RISER COLLAR 4" PVC WATER LEVEL BUILDING 4" PVC 2" PVC TO SEALANT W/RAMNECK PRIMER PAINT ENAMEL BASE ASPHALTIC WHERE REQUIRED. CONCRETE RING MIN. 24" DIA. REINF. BLDG. TO VENT 2" PVC THROAT RINGS PRECAST CONCRETE MORTARAND COVER WITH H20 GASTIGHT CAST IRON RING + 2" PIPE O.D. 2. 1. CENTERS WIDTHWAYS, AND NO. 8 REBAR DIAGONALLY AROUND ACCESS HOLES. REINFORCED LONGITUDINALLY WITH NO. 6 REBAR ON 6" CENTERS, NO4 REBAR ON REINFORCED THROUGH OUT WITH 2" x 16", 6/10 REMESH OR HEAVIER. COVERS TO BE ALL CONCRETE TO BE 4000 P.S.I. MIN. STRENGTH TYPE II. WALLS AND BOTTOM TO BE SECONDARY COMPARTMENT TO HAVE VOLUME EQUAL TO 1/3 OF TOTAL CAPACITY. NOTES: 2" VENT IN TOP SLAB INLET OUTLET 4" PVC 4" PVC 60" 12"9"12" 6" 18" ±36" 5'-0" 4'-0" 6" 7'-0" 6"4" 4" PVC 46" 22" 3. ALL PIPE AND FITTINGS TO BE SCHEDULE 40 PVC SOLID CORE. 4. INTERCEPTOR, MANHOLE, AND COVER TO BE H-20 TRAFFIC DUTY RATED. RATING 10" RDL WITH DOWNSPOUT NOZZLE 6" RDL WITH DOWNSPOUT NOZZLE (TYP.) NIPPLE 4" RDL WITH DOWNSPOUT NOZZLE DOWNSPOUT FACE OF WALL EXTERIOR NOZZLE (TYP.) PIPE ELBOW SHORT SWEEP (TYP.) 8" RDL WITH DOWNSPOUT NOZZLE STEP 1: BEFORE INSTALLATION OF ROOF INSULATION STEP 2: AFTER INSTALLATION OF ROOF INSULATION A.) INSTALL THREADED ROD OF LENGTH OF INSULATION DEPTH AND DECK CLAMP CONNECTION (TYP.) B.) SECURE NUT AND FENDER WASHER TO HOLD DRAIN AT PROPOSED INSULATION DEPTH (TYP.) ROOF DECK, CONCRETE & METAL (TYP.) ROOF DRAIN (TYP.) ROOF DRAIN LEADER (TYP.) ROOF INSULATION BY ROOFING CONTRACTOR C.) LOOSEN NUTS AS REQUIRED TO MATCH FIELD HEIGHT OF INSULATION (TYP.) D.) PROVIDE DECK CLAMP AND SECURE INTO PLACE E.) TRIM EXCESS THREADED ROD AS REQUIRED (TYP.) ROOF MEMBRANE BY ROOFING CONTRACTOR INSTALL FLASHING PAN (TYP.) UNISTRUT WITH PIPE CLAMP (TYP.) SIZE PER WASTE/SOIL PIPE, WCO TO WALL (TYP.) 1/2" ROD SECURE 12"∅ 36 " 24 " PER DRAWINGS VENT PIPE, SIZE NO-HUB COUPLING SPECIFICATIONS PVC PER DRAWINGS SCHEDULE (SE-1, SE-2), WITH QUICK REMOVAL REINFORCED FLOOR TYPE II, 4" WALLS, AND 6" 4000 P.S.I. MIN. CONCRETE SUMP, DUPLEX SEWAGE RAIL SYSTEM, SEE EJECTOR PUMP 24 " 7" 4"8" PUMP #1 "OFF" PUMP "ON" 18 " 8" 3" 5' - 0 " PUMP #2 "ON" & DWGS. FOR VENT, SEE SIZE (TYP.) 48" EJECTOR DISCHARGE SWITCH FLOAT BRACKET WALL 4" W. CONTROL WIRING TO CONTROL 2" SEWAGE POWER/ 24"x36" HALLIDAY #HIR2436 H-20 TRAFFIC DUTY BASIN COVER, GAS TIGHT, POWER CONTROL CABLES DISCHARGES COMBINE 2" CHECK VALVE GATE VALVE DISCHARGE (2) 2" PUMP 3" RISE MIN. 24" A.F.F. EQUAL TO DECO #PSC NOTE: APPLY (1) COAT TO INTERIOR WATER-PROOFING PANEL IN CONDUIT PIPING IN SUMP TO BE MADE UP WITH SCHEDULE 40 ±20'-0" DOWN NOTE: STREAM OF PUMP PVC OR DWV COPPER (PRESSURE (FITTINGS) PIPING IN SUMP TO BE MADE UP WITH DWV COPPER NOTE: PUMP (SP-1) SIMPLEX SUMP PUMP ELEVATOR PIT CHECK VALVE GATE VALVE CONCRETE SUMP, OR FIBERGLASS HEAVY DUTY OPEN PIPE AND FITTING PUMP OFF LEVEL PUMP ON LEVEL HIGH WATER ALARM 3" RELAY GFCI HIGH WATER FLOAT MOUNTING BRACKET OIL SMART PUMP SWITCH OIL SMART GFCI ALARM SYSTEM GRATE BY OTHERS IN JANITORS CLOSET ON SUMP BY M.C. 24" DIAMETER 8" 4" 24 " 24" 2" FIRST FLOOR EQUAL TO DECO #PSC NOTE: APPLY (1) COAT TO INTERIOR WATER-PROOFING D 3" CW TO BUILDING FIXTURES AND EQUIPMENT (2) 2" REDUCED PRESSURE BACKFLOW PREVENTER STACKED FOR DOMESTIC COLD WATER (BY P.C.) (TYP.) 12"∅ FUNNEL 3" BALL VALVE FOR SYSTEM SHUT-OFF 3" CW SERVICE FLOOR LINE 2" DRAIN FROM FUNNEL TO AIR GAP TO FLOOR SINK (TYP.) PRESSURE GAUGE WITH COCK 3" STRAINER W/ BLOWDOWN VALVE & PIPED FULLSIZE TO DRAIN (TYP.) FLOOR SINK 2" DRAIN PIPED TO 2" DRAIN VALVE WITH 3" (PARALLEL ARRANGEMENT) 2" CW 3" WATER METER PER WATER DISTRICT REQUIREMENTS TEE FITTING W/MIN.GAS COCK (FULL SIZE) G DOWNSTREAM SIZE 3/4" CAPPED TEE FOR PRESSURE MEASURING EQUIPMENT CONNECTION (TYP. OF 2) UPSTREAM GAS PRESSURE REDUCING VALVE UNION INCREASED/REDUCERS AS CLOSE TO PRV AS POSSIBLE. 3" UNION (TYP.) KEYNOTES: 12"Ø PVC NYOPLAST "IN-LINE" DRAIN. (CATCH BASIN) PVC ROOF DRAIN LEADER. SEE PLUMBING PLANS FOR SIZE, INVERT AND CONTINUATION. SLEEVE THROUGH STEM WALL OR BELOW FOUNDATION PER DRAWINGS. OVERFLOW ROOF DRAIN DOWNSPOUT NOZZLE (DSN). 1 2 3 NOTE : CONTRACTOR TO VERIFY ROOF DRAIN LEADER LOCATION PRIOR TO INSTALLATION OF CATCH BASIN 1 3 FACE OF EXTERIOR WALL 1" MAX RDL ODL W/ DSN CLEANOUT WYE CATCH BASIN 45° SWEEP ELBOW SD MAIN ODL W/ DSN RDL CATCH BASIN WYE CLEANOUT 45° SWEEP ELBOWSD MAIN OFFSET ROOF DRAIN AND OVERFLOW OPTIONS NYLOPLAST GENERAL NOTES : A. GRATES COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. LOCKING DEVICE. B. FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. TYPICAL CATCH BASIN INSTALLATION 8" MIN. GRATE LEVEL WITH CONCRETE 8" CONCRETE COLLAR RDL & ODL W/ DSNCATCH BASIN CLEANOUT 45° FITTING TO RDL BELOW SD MAIN CATCH BASIN 2 ROOF DRAIN LEADER EXTERIOR WALL MIN 18" SLOPE CONCRETE PAN TOWARDS CATCH BASIN (TYP.) 2" THERMOSTATIC 2" 2" 2" 2" 2" 2" 2" 1" HW ALARM 2" 2" 2" 2" 2" 2" PRV STATION, SEE DETAIL 3/P501 FINISHED FLOOR FINISHED FLOOR FINISHED GRADE FINISHED FLOOR FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE FOUNDATION 4 The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 12" = 1'-0" 12 / 1 5 / 2 0 1 6 1 : 1 1 : 1 4 P M C: \ U s e r s \ j b a l l a r d \ D o c u m e n t s \ 1 6 0 2 3 - P L B G - R 1 6 - C e n t r a l _ JB a l l a r d . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R TRH TRH/JIB 10-31-2016 16003 PLUMBING DETAILS P501 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 12-19-16 BULLETIN #4 FD WC EWC 1/2" CW TO EWC 1/2" HW & 1/2" CW TO LAV/TMV (TYP.) LAV W/ TMV 1" CW TO WC, (TYP.) 4" 2" 2" 2" 4" 4" 4" 4" 2" 2" 1 1/2" 1 1 / 2 " 1 1 / 2 " 2" 3/ 4 " 2 1/2" 1 1/4" 2 1/2" 1 1/2" 2" 2" WC LAV W/ TMV FD SHOCK ABSORBER "B" W/ ACCESS PANEL 2" 3/ 4 " CONNECT 3/4" HWC TO HW WITHIN 2' OF FAUCET LAV W/ TMV 1/2" HW & 1/2" CW TO LAV/TMV (TYP.) 3/ 4 " 3/ 4 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 2 "2" 2" 2" 2" 3/4"3/4" 3/4" LAV W/ TMV 3/ 4 " 3/4"3/4" 1/2" CONNECT 3/4" HWC TO HW WITHIN 2' OF FAUCET WC 4" WCO 2" 2" 2" 2 " 1 1 /2 " 2" 2" 2" 4" 3" 4" 2 " 2" 4" 4" 4"2 " 2"2 " WC WC UR FD FD 3/4" CW TO UR 1" CW TO WC (TYP.) 2 " SHOCK ABSORBER "C" W/ ACCESS PANEL 2" 2" LAV W/ TMV (E)WC WC 4" WCO WC (E ) 4" (E )4 " (E )4 " ( E )3" 4" (E ) 4" 4 " 4" 4" 2" 2 "2" 2 " 2" 2" 3/ 4 " 1 1 / 2 " (E ) 1" 1 " 1 /2 " 1 1 /2 " 1 1 / 2 " 1 1 /2 " 1 1 / 2 " 2" 1" 1 " (E ) 1" (E ) 2" (E )2 " (E ) 2" (E )2 " (E )2 " (E)3/4"(E)3/4" (E)2" 1 1 / 2 " ( E )1 1/2" (E)SHOCK ABSORBER (E )2 " SHOCK ABSORBER "B" W/ ACCESS PANEL 1/2" HW & 1/2" CW TO LAV/TMV (TYP.) 3 /4 " 3 /4 " 1" CW TO WC (TYP.) 2 " 2 " 1 1 /2 " 2" 3/ 4 " LAV W/ TMV LAV W/ TMV LAV W/ TMV 2" 2" FD FD CONNECT 3/4" HWC TO HW WITHIN 2' OF FAUCET 2" 2 " 3 " 1 1/2" 3/4" LAV W/ TMV WC SH FD FD 3" 3" 3 " 4 " 6" 6" 4 " 2" 2" 4" 1 1 / 2 " 2" 1 1 / 2 " 3/ 4 " 1/ 2 " SHOCK ABSORBER "A" W/ ACCESS PANEL 1/2" HW & 1/2" CW TO SH 1" CW TO WC 1/2" HW & 1/2" CW TO LAV/TMV 1/ 2 " 1/ 2 " 1/2" 1/2" 1 1/2" 1" 3" 2" FD FOR SH 2" CONNECT 3/4" HWC TO HW WITHIN 2' OF FAUCET 3/ 4 " LAV W/ TMV 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1/2" 1 1/2" 1 1 / 2 " 1 1 /2 " 2" 2" 2" 2" 2" 2" 2 " 3 /4 " 3/ 4 " 3/ 4 " 3/4" 3/4" 1/2" HW & 1/2" CW TO LAV/TMV (TYP.) 3/ 4 " LAV W/ TMV LAV W/ TMV 3/4" 1/2"3/4" CONNECT 3/4" HWC TO HW WITHIN 2' OF FAUCET 1" CW TO WC (TYP.) 4" 4 "3" 4" 4" 4" 2" 4" 4 " 4 " 4" 4" 2 " 2" 2" 2" 2" 2" 2" 2" 2 " 2 " 2 " 2 " 3" 1 1/2" FD WC WC WC WC WC WC 4" WCO 2 1 /2 " 1 1 /4 " 1 " 2 " 1 " 3/4" 3/4"3/4" 2" SHOCK ABSORBER "C" W/ ACCESS PANEL 2 " FD 1 1/4" 6" 1" CW TO WC (TYP.) 4" 2" 2" 2" 2" 2" WC WC SHOCK ABSORBER "B" W/ ACCESS PANEL 4" WCO 4 " 4" 4" 2 1/2" 2 1/2" 2" UR 3" WCO 1/2" HW & 1/2" CW TO LAV/TMV (TYP.) 3/4" CW TO UR 3" 3" 2" 1 1 / 2 " 1 1/2" 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1/2" 2" 2" 3" 2" 2" 3" 3" 3"3" 3 " 1 1/4" LAV W/ TMV SHOCK ABSORBER "B" W/ ACCESS PANEL 3" WCO UR 1 1 / 2 " 2" UR 1 1/4" LAV W/ TMV LAV W/ TMV CONNECT 3/4" HWC TO HW WITHIN 2' OF FAUCET 3/ 4 " 1 1 / 4 " 3/ 4 " 1/ 2 " 1/ 2 " 1 1 / 2 " 1/ 2 " 2" 3/4"3/4" 3/4" 1" 2"2" 1 1/4" 1" 3/4" CW TO UR 1" CW TO WC (TYP.) 2 " 2" 2" 1 1 / 2 " 2" 2" 2" 2" 4" 2" 4" 4" 4" 4 " 4" 2" 4" WCO 4" WCO FD WC WC WC UR 2" 2" 3" 2" 2" SHOCK ABSORBER "C" W/ ACCESS PANEL 2 " 3" 4" 4" The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 10 / 3 1 / 2 0 1 6 1 0 : 4 1 : 2 7 A M C: \ U s e r s \ j b a l l a r d \ D o c u m e n t s \ 1 6 0 2 3 - P L B G - R 1 6 - C e n t r a l _ jb a l l a r d 7 2 M 5 3 . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R TRH TRH/JIB 10-31-2016 16003 PLUMBING ISOMETRICS P601 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O SCALE: NONE PLUMBING ISOMETRIC P601 1 SCALE: NONE PLUMBING ISOMETRIC P601 2 SCALE: NONE PLUMBING ISOMETRIC P601 3 SCALE: NONE PLUMBING ISOMETRIC P601 4 SCALE: NONE PLUMBING ISOMETRIC P601 5 SCALE: NONE PLUMBING ISOMETRIC P601 6 SCALE: NONE PLUMBING ISOMETRIC P601 7 SCALE: NONE PLUMBING ISOMETRIC P601 8 SCALE: NONE PLUMBING ISOMETRIC P601 9 SCALE: NONE PLUMBING ISOMETRIC P601 10 2"2" 2" 2" 2" 1 1/2" 2" 2" 2" 2" 2" 4" 4" 4" 4" FD WC WC 4" WCO SHOCK ABSORBER "B" W/ ACCESS PANEL 1" CW TO WC (TYP.) 4" FD WC 4" WCO SHOCK ABSORBER "C" W/ ACCESS PANEL 1" CW TO WC (TYP.) FD FD WC WC WC WC LAV W/ TMV 4" 4" 4 " 3" 4" 4 " 2" 2" 4" 4" 3" 4" 3" 2 " 2" 3/ 4 " 2 " 2 " 2 " 2 " 2 " 2 " 2 " 3/ 4 " 2 " 3/ 4 " 3 "1 1/ 2" 2 " 3" 2" 1 1 / 2 " 1 1 / 2 " 2" 2" 2" 2" 3 /4 " 1/2" HW & 1/2" CW TO LAV/TMV (TYP.) 3 " 3 " 2 " 2 " 2 " 2 " LAV W/ TMV 3 /4 " 3/ 4 " 3/ 4 " 4 " CONNECT 3/4" HWC TO HW WITHIN 2' OF FAUCET 1 1 / 2 " 4 " 4 " 2" 4" 4" 4" 2" 3" 3 " 4" 4" 1 1 /2 " 3" 1 1 / 2 " 1/ 2 " 1/ 2 " 1/2"3/4" 3 /4 " 1/ 2 " 1/ 2 " 3 " 3 " 3" 1" 3 /4 " 1 " 1 "3 /4 " 1" SH FD FOR SH FD WC LAV W/ TMV 1/2" HW & 1/2" CW TO LAV/TMV 1" CW TO WC 1/2" HW & 1/2" CW TO SH SHOCK ABSORBER "A" W/ ACCESS PANEL 2" 3/ 4 " CONNECT 3/4" HWC TO HW WITHIN 2' OF FAUCET 2" 4" 2" 1 1/2" 2" 2" 1 1/2" 2" 1 1 / 2 " 2" 3/4"1" 3" 2" 4" 3" 3" 4" 4" 4" 4" 2" 1" 1/ 2 " 3/4" 3/4" 1" WC FD FD FD FD LAV W/ TMV 4" WCO 1/2" HW & 1/2" CW TO LAV/TMV 1" CW TO WC SHOCK ABSORBER "B" W/ ACCESS PANEL 3/ 4 " CONNECT 3/4" HWC TO HW WITHIN 2' OF FAUCET UR FD 3" 3" 3" 3" 2" 2" 1 1 / 2 " 1 1 /2" 1 1 / 2 " 1 1 / 2 " 2 " 3 " 1" 1" UR 3" WCO SHOCK ABSORBER "A" W/ ACCESS PANEL 3/4" CW TO UR (TYP.)1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 2" 2" 2" 2" 3" 3" 3" 2" SH SH SH SH FD FOR SH FD FOR SH FD FOR SH FD FOR SH 1/2" HW AND 1/2" CW TO SH (TYP.) 1/2"1/2" 3/4"3/4" 1" 1" 1 1/4" 1 1/4" SH 3" 2" 4" 6" 4" 6" 2" 2" 2" 3" 2" 2" 2" 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1/2"1 1/2" 2" 2" 1 1/2" 1 1/2" 3/ 4 " 3/ 4 " 3/4" 3/4" 3/4" FD FD LAV W/ TMV 3" 1/2" HW & 1/2" CW TO LAV/TMV (TYP.) 4" 3/4" 3/4" 3/ 4 " LAV W/ TMV LAV W/ TMV LAV W/ TMV 3/4" 3/4" 1/2" CONNECT 3/4" HWC TO HW WITHIN 2' OF FAUCET 6" 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 2" 2" 2" 2" 3" 3 " 3" 3" 3" 2" 1 1/2" 1 1 /2 " SH SH SH SH SH FD FOR SH FD FOR SH FD FOR SH FD FOR SH FD FOR SH 1 1 / 2 " 1/2" HW & 1/2" CW TO SH (TYP.) 1 1 /4 " 1 1 /4 " 1/ 2 " 1/ 2 " 1/ 2 " 1/ 2 " 1/ 2 " 1/ 2 " 1/ 2 " 1/ 2 " 1/ 2 " 1/ 2 " 1/2" 1/2" 3/4" 3/4" 1"1" 1 1/4" 1 1/4" 2" 3" 2" WCO 3" WCO 2 " The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 10 / 3 1 / 2 0 1 6 1 0 : 4 1 : 3 1 A M C: \ U s e r s \ j b a l l a r d \ D o c u m e n t s \ 1 6 0 2 3 - P L B G - R 1 6 - C e n t r a l _ jb a l l a r d 7 2 M 5 3 . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 PLUMBING ISOMETRICS P602 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O SCALE:P602 1 PLUMBING ISOMETRIC SCALE:P602 2 PLUMBING ISOMETRIC SCALE:P602 3 PLUMBING ISOMETRIC SCALE:P602 4 PLUMBING ISOMETRIC SCALE:P602 5 PLUMBING ISOMETRIC SCALE:P602 6 PLUMBING ISOMETRIC SCALE:P602 7 PLUMBING ISOMETRIC SCALE:P602 8 PLUMBING ISOMETRIC PLUMBING FIXTURE CONNECTION SCHEDULE PIPE SIZE (INCHES, MINIMUM) PLAN FIXTURE WASTE COLD WATER HOT WATER REMARKS CODE TRAP VERT. VENT SUPPLY CONNECTION SUPPLY CONNECTION & ARM DRAIN (MIN.) (MIN.) (ACTUAL) (MIN.)(ACTUAL) WC WATER CLOSET INT. 4" 2" 1" 1" - - UR URINAL INT. 2" 1-1/2" 3/4" 3/4" - - LAV LAVATORY 1-1/2" 2" 1-1/2" 1/2" 3/8" 1/2" 3/8" MIXED HW S SINK 1-1/2" 2" 1-1/2" 1/2" 1/2" 1/2" 1/2" SH SHOWER 2" 2" 1-1/2" 1/2" 1/2" 1/2" 1/2" EWC/DF ELEC. WATER COOLER/DRINKING FOUNT. 1-1/2" 2" 1-1/2" 1/2" 3/8" - - WH/HB WALL HYDRANT - - - 3/4" 3/4" - - ES/EEW EMERGENCY SHOWER/ EYEWASH - - - 1-1/4" - 1-1/4" - TEPID HW MSB MOP SERVICE BASIN 3" 3" 1-1/2" 1/2" 1/2" 1/2" 1/2" WATER HEATER SCHEDULE (GAS-FIRED) PLAN MANUFACTURER STORAGE G.P.H. RECOVERY BTUH INPUT EFF. FLUE TANK SIZE OPER. REMARKS CODE & MODEL NO. GALLONS @ 100' RISE @ SEA LEVEL FACTOR SIZE DIA. HT. WEIGHT GWH-1,2,3 PVI 40-L-130A-GCL 130 699 399,000 97% SEE HVAC 33-3/4" 80-3/4" 3,000 LB NOTES: 1,2,3,4 NOTES: 1. ASME CONSTRUCTION.3. 14" WC GAS PRESSURE MAXIMUM. 2.SET TO 140 °F.4. 120/60/1, CONTROL VOLTAGE. PLUMBING FIXTURE SCHEDULE PLAN DESCRIPTION MANUF. MODEL COLOR FITTINGS MANUF. MODEL COLOR REMARKS CODE FINISH FINISH WC-1 WATER CLOSET AMERICAN 3451.001 WHITE SEAT OLSONITE 95SSCT WHITE NOTES: 2,17 FLOOR MOUNTED - 1.28 GPF AUTO STANDARD FLUSH VALVE SLOAN 8111-1.28 CHROME WC-2 WATER CLOSET (ACCESSIBLE) AMERICAN 3461.001 WHITE SEAT OLSONITE 95SSCT WHITE NOTES: 2,16 FLOOR MOUNTED - 1.28 GPF AUTO STANDARD FLUSH VALVE SLOAN 8111-1.28 CHROME WC-3 WATER CLOSET - PRIMARY AMERICAN 2282.001 WHITE SEAT OLSONITE 126-CC WHITE NOTE: 2 FLOOR MOUNTED - 1.28 GPF STANDARD FLUSH VALVE SLOAN 111-1.28 CHROME UR-1 URINAL AMERICAN 6590.001 WHITE FLUSH VALVE SLOAN 8186-0.125 CHROME NOTES: 2,3,18 WALL HUNG - 0.125 GPF AUTO STANDARD UR-2 URINAL (ACCESSIBLE)AMERICAN 6590.001 WHITE FLUSH VALVE SLOAN 8186-0.125 CHROME NOTES: 2,3,16 WALL HUNG - 0.125 GPF AUTO STANDARD L-1 LAVATORY (ACCESSIBLE) AMERICAN 0497.221 WHITE FAUCET CHICAGO EQ-A11A-41ABCP CHROME NOTES: 1,2,5,6,13,14 UNDERCOUNTER MOUNT - 0.5 GPM AUTO STANDARD L-2 LAVATORY (ACCESSIBLE) AMERICAN 0355.012 WHITE FAUCET CHICAGO EQ-A11A-53ABCP CHROME NOTES: 1,2,4,5,6,13 WALL HUNG - 0.5 GPM AUTO STANDARD S-1 SINK (ACCESSIBLE)ELKAY ELUAD2115-5.5" STAINLESS FAUCET DELTA 2480-DST CHROME NOTES: 1,5,7,12 UNDERCOUNTER MOUNT - 1.5 GPM - MANUAL STEEL LESS SPRAY S-2 SINK (ACCESSIBLE)ELKAY ELUAD2115-5.5" STAINLESS FAUCET DELTA 2480-DST CHROME NOTES: 1,5,7,12 UNDERCOUNTER MOUNT - 1.5 GPM - MANUAL STEEL WITH SPRAY S-3 3-COMP SINK ADVANCE 93-3-54-24-RL 16 GA. FAUCET CHICAGO 640-L12E35-369YAB CHROME NOTE: 20 TABCO S.S. GDU-1 GARBAGE DISPOSAL UNIT IN-SINK-ERATOR BADGER 5 - - -- - NOTE: 11 SH-1 SHOWER BY G.C. - - VALVE BRADLEY 1C-HD-ST-AP-BP (LESS HEAD) CHROME NOTES: 8,12,19 1.5 GPM HEAD MOEN 52716EP15 CHROME SH-2 SHOWER (ACCESSIBLE)BY G.C. - - VALVE WITH BRADLEY 1C-HD-D1-A24-G-DV-ST-AP-BP CHROME NOTES :8,12,19 1.5 GPM DIVERTER (LESS FIXED HEAD) HEAD MOEN 52716EP15 CHROME MSB-1 MOP SERVICE BASIN FIAT MSB2424 MOLDED FAUCET ZURN Z843M1-RC-CS CHROME NOTE: 9 STONE ES/EEW-1 EMERGENCY SHOWER/EMERGENCY EYEWASH HAWS 8317 GALVANIZED LESS BOWL - - - - COMBINATION TOWER UNIT EWC-1 ELECTRIC WATER COOLER (HIGH/LOW) ELKAY EZSTL8WSSK STAINLESS - - - - NOTES: 3,10 W/ BOTTLE FILL STATION (ACCESSIBLE)STEEL DF-1 DRINKING FOUNTAIN (HIGH/LOW) ELKAY EDFP210, STAINLESS - - - - NOTE: 3 W/ BOTTLE FILL STATION (ACCESSIBLE)214 & EMASM STEEL HS-1 HAND SINK ADVANCE 7-PS-75 STAINLESS FAUCET CHICAGO 786-317 CHROME NOTES: 1,4,5,6,13 TABCO STEEL NOTES: 1. 17 GA. P-TRAP, C.P. ANGLE SUPPLIES WITH L.K. STOPS.8.COORDINATE MOUNTING HEIGHTS W/ ARCHITECT. 15. MOUNT ON WALL. COORDINATE BEFORE INSTALLATION. 2.BATTERY OPERATED FLUSH VALVE/FAUCET.9.VACUUM BREAKER, PAIL HOOK, CHECK STOPS. 16. MOUNT AT 17" AFF. 3.PROVIDE FIXTURE CARRIER. COORD. WALL THICKNESS. 10. 1/5 HP, 120/60/1 VOLTAGE.17. MOUNT AT 15" AFF. 4.PROVIDE CONCEALED ARM CARRIER.11. 1/2 HP, 120/60/1 VOLTAGE.18. MOUNT AT 24" AFF. 5.PROVIDE INSULATION KIT FOR SUPPLIES & DRAIN. 12. 1.5 GPM FLOW RESTRICTOR.19. PROVIDE 2" FD-1 FOR SH. 6.GRID DRAIN.13. 0.5 GPM FLOW RESTRICTOR.20. PROVIDE (3) LEVEL OPERATED DRAINS WITH BASKET 7.CHROME CRUMB CUP STRAINER.14. COORD. W/ SOLID SURFACE PUNCH.STRAINERS, STOPS IN FAUCET. PUMP SCHEDULE IMP.ELECTRICAL PLAN MANUFACTURER TYPE SERVICE DIA. GPM HEAD % HP VOLTS PHASE RPM VIBRATION CONTROL WEIGHT REMARKS CODE & MODEL NO. (IN) FT EFF. (BHP) ISOLATION (LBS) PP-1 B&G-55B IN-LINE 120 °F CIRC.- 14.0 39 - 2/5 120 1 3,250 INTEGRAL DDC 13.1 NOTE: 1 SP-1 ZOELLER 940-0007 SUMP ELEVATOR - 50 20 - 1/2 120 1 3,250 INTEGRAL SPCP-1 37 NOTES: 7,8 SE-1 & ZOELLER N4292 SEWAGE POOL DECK - 80 30 - 1/2 120 1 3,250 INTEGRAL SECP-1 93 NOTES: 2,3,4,5,8 SE-2 (DUPLEX) EJECTOR NOTES: 1. MOUNT ON WALL. CONNECTED TO DDC CONTROL, OCCUPIED/UNOCCUPIED. 6. PROVIDE WITH 44 GALLON ACCUMULATOR TANK. 2. PROVIDE (2) 1/2 HP, 120/60/1 CIRCUITS TO PANEL FOR EACH PUMP.7. OIL GUARD PACKAGE, PUMP, ALARM, OIL SWITCH, LIQUID SWITCH. 3. PROVIDE (1) 2 AMP CIRCUIT FOR CONTROL PANEL.8. E.C. TO POWER CONTROL PANEL, P.C. TO WIRE PUMPS. 4. COORDINATE WIRING LENGTHS BEFORE PURCHASE.9. WITH CONTROL PANEL, SKID MOUNTED, 80 PSI OUTLET. 5. PROVIDE MECHANICAL FLOATS, QUICK REMOVAL RAIL SYSTEM, DUPLEX ALARM/CONTROL PANEL, (3) FLOAT SYSTEM. MISCELLANEOUS PLUMBING FIXTURE SCHEDULE PLAN DESCRIPTION MANUFACTURER MODEL FINISH REMARKS CODE FD-1 FLOOR DRAIN SEE SPECS --- FD-2 FLOOR DRAIN SEE SPECS --- AD-1 FLOOR DRAIN SEE SPECS --- CB-1 CATCH BASIN SEE SPECS AND DETAIL 18/P701 --- CB-2 CATCH BASIN ZURN Z-887-GG (24"x24") HDPE NOTE: 13 FS-1 FLOOR SINK SEE SPECS --- RD-1 ROOF DRAIN SEE SPECS --- OD-1 OVERFLOW ROOF DRAIN SEE SPECS --- DSN-1 DOWNSPOUT NOZZLE SEE SPECS --- HB-1 HOSE BIBB SEE SPECS --- HB-2 HOSE BIBB SEE SPECS --- FB-1 FLOOR HYDRANT BOX SEE SPECS --- RH-1 ROOF HYDRANT SEE SPECS --- WH-1 WALL HYDRANT BOX SEE SPECS --- RPBP REDUCED PRESSURE BACKFLOW PREVENTER SEE SPECS --- IMB-1 ICE MAKER BOX SEE SPECS --- PET-1 PLUMBING EXPANSION TANK AMTROL ST-42VC STEEL NOTE: 1 TMV-1 THERMOSTATIC MIXING VALVE POWERS LFSH1434 ROUGH BRASS NOTES: 2,3,12 TMV-2 THERMOSTATIC MIXING VALVE POWERS LFLM-495, -496, 497 ROUGH BRASS NOTES: 4,6,8 TMV-3 & 4 THERMOSTATIC MIXING VALVE POWERS ETV200 ROUGH BRASS NOTES: 5,7 TD-1 TRENCH DRAIN (POOL DECK) ZURN Z880-POG HDPE NOTES: 9,10 NOTES: 1. ASME CONSTRUCTION. 6. INSTALL FULL SIZE PER DRAWINGS.11. STAINLESS STEEL FRAME. 2.SET TO 120 °F. 7. ASSE 1071 RATED VALVE.12. 75 GPM @ 18 PSI LOSS. 3. ASSE 1017 RATED VALVE. 8. SET TO 110 °F.13. CUT FIBERGLASS GRATE TO ALLOW INDIRECT FILTER BACKWASH 4. ASSE 1070 RATED VALVE. 9. PROVIDE SHOP DRAWINGS FOR ARCH/ENGINEER APPROVAL. PIPING FLOW. 5. SET TO 85°F.10. ADA & HEELPROOF GRATE. 2" 2 " 2" 2" 2" 3 " 4" 4" 1 1 / 2 " 1 1 / 2 " 1 1 /2 " 3 /4 " 3 /4 " 1 /2 " 1 /2 " 1/ 2 " 1/ 2 " 1 1/ 2" FD FOR SH FD FOR SH SH SH 1/2" HW & 1/2" CW TO SH (TYP.) 2" WCO 2" 1 1 / 2 " 3/ 4 " 3/ 4 " 3/4" 1 1 / 2 " 3" 4" 4" 3" 2" 2" 2" 1 1 / 2 " LAV W/ TMV FD 1/2" HW & 1/2" CW TO LAV/TMV (TYP.) LAV W/ TMV LAV W/ TMV LAV W/ TMV 3/ 4 " 3/4" 3/4" CONNECT 3/4" HWC TO HW WITHIN 2' OF FAUCET EWC EWC 2" 1 1 / 2 " 2" 2" 1/ 2 " 1/ 2 " 2" 2" WCO 1/2" CW TO EWC (TYP.) 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1/2" 2" 2 " The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 12" = 1'-0" 10 / 3 1 / 2 0 1 6 1 0 : 4 1 : 3 2 A M C: \ U s e r s \ j b a l l a r d \ D o c u m e n t s \ 1 6 0 2 3 - P L B G - R 1 6 - C e n t r a l _ jb a l l a r d 7 2 M 5 3 . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R TRH TRH/JIB 10-31-2016 16003 PLUMBING SCHEDULES P701 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O SCALE:P701 1 PLUMBING ISOMETRIC SCALE:P701 2 PLUMBING ISOMETRIC SCALE:P701 3 PLUMBING ISOMETRIC OS S/DS S FAA S V M 6'-8" 5'-4" 6'-0" TO CENTER (SEE NOTE 6) 1'-6" 3'-8" TO BOTTOM OF DEVICE (SEE NOTE 4) TOP OF CABINET CENTER OF CABINET TYPICAL 9'-0" CEILING TYPICAL 8'-0" CEILING 8'-0" 7'-4" TO CENTER TO BOTTOM 5'-0" TO CENTER AC AC AC AC POWER PANEL, FIRE ALARM PANEL, OR MASTER CLOCK 1. WHERE MULTIPLE LINE VOLTAGE DEVICES ARE SHOWN ADJACENT TO EACH OTHER, THEY ARE ALL TO SHARE THE SAME JUNCTION BOX, UP TO FOUR GANGS. 2. WHERE MORE THAN FOUR DEVICES ARE SHOWN ADJACENT TO EACH OTHER, DEVICES ARE TO STACK VERTICALLY ABOVE ONE ANOTHER IN TWO ROWS IN AS SMALL OF GANG BOXES AS POSSIBLE. I.E. SIX DEVICES WILL USE TWO THREE GANG BOXES, FIVE DEVICES WILL USE ONE THREE GANG AND ONE TWO GANG BOX. 3. SEPARATELY GANGED DEVICES ARE NOT ALLOWED TO BE INSTALLED ADJACENT TO ONE ANOTHER HORIZONTALLY WITHIN THE SAME STUD BAY. 4. AUDIBLE/VISUAL FIRE ALARM DEVICES SHOWN ARE TO BE MOUNTED AT 90" OR 6" BELOW CEILING, WHICHEVER IS LOWER. ADA STROBES TO BE MOUNTED AT 80" AFF OR 6" BELOW CEILING, WHICHEVER IS LOWER. 5. MAXIMUM ELEVATION FOR ALL LOAD CENTER CIRCUIT BREAKERS SHALL NOT EXCEED 48" AFF, WITHIN DWELLING UNITS. 6. THE E.C. SHALL REFER TO ARCHITECTURAL ELEVATIONS TO COORDINATE ALL COUNTER HEIGHTS. ALL "AC" DEVICES SHALL HAVE BOTTOM OF BACK-BOX MOUNTED 4" ABOVE THE BACK/SIDE SPLASH. NOTES: S MDC 3 4 K D DOOR TO WS(x) C S D OS OS OS WOS TC PC HP R J K RA F FS D TS S TS MH S M T M T M V S SYSTEMS DISTRIBUTION AND RACEWAY FIRE ALARM LIGHTING FIXTURES WIRING DEVICES ABBREVIATIONS AND SYMBOLS FACP FA-RPS FAA C A a J J SR x x x x x x x A AMPERE(S) AC ABOVE COUNTER AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHJ AUTHORITY HAVING JURISDICTION AIC AMPERES INTERRUPTING CAPACITY ATS AUTOMATIC TRANSFER SWITCH BFF BELOW FINISHED FLOOR C CONDUIT CATV CABLE TELEVISION CB CIRCUIT BREAKER CT CURRENT TRANSFORMER DISC DISCONNECT DW DISHWASHER DWG(S) DRAWING(S) (E) EXISTING TO REMAIN EC ELECTRICAL CONTRACTOR EF EXHAUST FAN (ER) EXISTING TO BE RELOCATED EM EMERGENCY EPO EMERGENCY POWER OFF EWC ELECTRIC WATER COOLER (R) EXISTING TO BE REMOVED F FUSE FLA FULL LOAD AMPS FD GARBAGE DISPOSAL G GROUND GC GENERAL CONTRACTOR GFI GROUND FAULT CIRCUIT INTERRUPTER HP HORSEPOWER IDF INTERMEDIATE DISTRIBUTION FACILITY IG ISOLATED GROUND ISC SHORT CIRCUIT CURRENT KVA KILOVOLT AMPERE(S) KW KILOWATT(S) LTG LIGHTING MCA MINIMUM CIRCUIT AMPERE(S) MCB MAIN CIRCUIT BREAKER MDP MAIN DISTRIBUTION CENTER MDF MAIN DISTRIBUTION FACILITY MLO MAIN LUGS ONLY MTS MANUAL TRANSFER SWITCH MW MICROWAVE NC NORMALLY CLOSED NL NIGHT LIGHT - SEE GENERAL NOTES NO NORMALLY OPEN OAE OR APPROVED EQUAL OH OVERHEAD P POLE PART PARTIAL CIRCUIT PH PHASE PNL PANEL RCPT RECEPTACLE REF REFRIGERATOR (RL) RELOCATED SPD SURGE PROTECTION DEVICE UC UNDER COUNTER/CABINET UG UNDERGROUND UON UNLESS OTHERWISE NOTED V VOLT(S) W WATT(S) OR WIRE WG WIRE GUARD WP WEATHERPROOF XFMR TRANSFORMER POOL EQUIPMENT SCHEDULE NOTATION KITCHEN EQUIPMENT SCHEDULE NOTATION MECHANICAL EQUIPMENT SCHEDULE NOTATION DETAIL NOTE DELTA REVISION NOTE ELECTRICAL WIRE SIZE MAIN DISTRIBUTION CENTER (MDC) SURFACE MTD PANELBOARD RECESSED PANELBOARD TRANSFORMER BRANCH CIRCUIT HOMERUN CONDUIT CONCEALED IN FLOOR OR UNDERGROUND CONDUIT EXPOSED OR CONCEALED IN WALL OR CEILING RACEWAY UP RACEWAY DOWN CAPPED CONDUIT CURRENT TRANSFORMER CIRCUIT BREAKER SWITCH FUSED SWITCH GROUNDING ELECTRODE CONDUCTOR METER FIRE ALARM CONTROL PANEL FIRE ALARM ANNUNCIATOR/GRAPHIC MAP FIRE ALARM REMOTE POWER SUPPLY CONTROL MODULE MONITOR MODULE MANUAL PULLDOWN STATION WALL MOUNTED ADA STROBE ADA HORN OR SPEAKER WITH STROBE MINI HORN / STROBE ELECTROMAGNETIC DOOR HOLD OPEN SPRINKLER FLOW SWITCH SPRINKLER TAMPER SWITCH THERMAL DETECTOR PHOTOELECTRIC SMOKE DETECTOR DUCT SMOKE DETECTOR, SUPPLY OR RETURN REMOTE INDICATING LIGHT (TEST SWITCH) 120V. MOTORIZED SMOKE DAMPER RESCUE ASSISTANCE PHONE FIRE FIGHTERS PHONE JACK TTB, MDF OR IDF SYSTEM BACKBOARD TELECOMMUNICATION OUTLET FLOOR MOUNTED TELECOMMUNICATION OUTLET TELEVISION OUTLET SPEAKER - PAGING AND OR SOUND SYSTEM - INDICATES SPEAKER ZONE MICROPHONE OUTLET VOLUME CONTROL PUSH BUTTON CLOSED CIRCUIT TELEVISION CAMERA CABLE TRAY (LENGTH AS INDICATED ON DRAWINGS) LUMINAIRE TYPE, REFERENCING LUMINAIRE SCHEDULE, TYPICAL ALL FIXTURES. SUBSCRIPT, IF SHOWN, REFERENCES WALL SWITCH. WALL MOUNTED LUMINAIRE SURFACE MOUNTED LUMINAIRE RECESSED LUMINAIRE DOWNLIGHT LUMINAIRE SURFACE CEILING LUMINAIRE PENDANT LUMINAIRE WALLWASH LUMINAIRE STRIP LUMINAIRE SURFACE OR PENDANT TRACK LUMINAIRE LINEAR PENDANT LUMINAIRE (LENGTH AS INDICATED ON DRAWINGS/SCHEDULE) EXIT LUMINAIRE - SHADED INDICATES FACE/ DIRECTIONAL ARROWS AS SHOWN. BATTERY PACK EMERGENCY LUMINAIRE EMERGENCY LUMINAIRE - SHADED PROVIDE WITH INTEGRAL BATTERY BACKUP PORCELAIN LAMP HOLDER STEP LIGHT TYPE LUMINAIRE BOLLARD OR POST TOP LUMINAIRE EXTERIOR AREA LIGHT DUPLEX RECEPTACLE FOUR PLEX RECEPTACLE SINGLE RECEPTACLE COMBO RECEPTACLE/SWITCH SWITCHED DUPLEX RECEPTACLE SPECIAL PURPOSE RECEPTACLE FLOOR MOUNTED SPECIAL PURPOSE RECEPTACLE FLOOR MOUNTED RECEPTACLE DUPLEX/QUAD SURFACE RACEWAY CLOCK RECEPTACLE JUNCTION BOX WALL MOUNTED J-BOX FLOOR MOUNTED JUNCTION BOX MOLDED CASE CIRCUIT BREAKER IN ENCLOSURE NON-FUSED DISCONNECT SWITCH FUSED DISCONNECT SWITCH MAGNETIC CONTROLLER (STARTER) COMBINATION STARTER/DISCONNECT SWITCH MOTOR RELAY TIME CLOCK PHOTOCELL THERMAL OVERLOAD SWITCH SINGLE POLE SWITCH 3-WAY SWITCH 4-WAY SWITCH KEY OPERATED SWITCH DIMMER SWITCH RECESSED DOOR SWITCH LIGHTING CONTROL SYSTEM LOW VOLTAGE DIGITAL WALL STATION. (X) INDICATES INDIVIDUAL WALL STATION ADDRESS. REFER TO LIGHTING CONTROL ONELINE DRAWING. SINGLE RELAY OCCUPANCY SENSOR/SWITCH. DOUBLE RELAY OCCUPANCY SENSOR/SWITCH. CEILING MOUNTED OCCUPANCY SENSOR. WALL MOUNTED OCCUPANCY SENSOR. S S S S S S S x CONTROL INTENT SCHEDULE NOTATION x LIGHTING CONTROL DEVICE SCHEDULE NOTATION TP TAMPER-PROOF UNDERWATER LIGHT EXISTING STRUCTURAL STEEL POOL SHELL BONDING GRID NEW STRUCTURAL STEEL PERIMETER BONDING GRID POOL BONDING REQUIREMENTS 1. ALL GROUNDING AND BONDING OF ALL METALLIC PARTS ASSOCIATED WITH THE POOL AND WHIRLPOOL ARE TO BE IN COMPLIANCE WITH 2014 NEC SECTION 680. 2. THE POOL CONCRETE REINFORCING STEEL REBAR SHALL BE BONDED WITH STEEL TIE WIRES, OR EQUAL, AND SHALL THEREBY SERVE AS A COMMON BONDING GRID FOR ALL PARTS REQUIRED BY N.E.C. 2011 680.26 TO BE BONDED TOGETHER. BONDING LUGS TO BE SUPPLIED BY ELECTRICAL CONTRACTOR. 3. ISOLATED PARTS THAT ARE NOT MORE THAN 4" IN ANY DIMENSION AND DO NOT GENERATE INTO THE POOL STRUCTURE MORE THAN 1" SHALL NOT REQUIRE BONDING. 4. BONDING CONDUCTORS SHALL BE MINIMUM #8 SOLID COPPER, INSULATED. E.C. SHALL COORDINATE APPROVED CONNECTOR TYPE AND METHOD WITH LOCAL ELECTRICAL AND/OR POOL INSPECTOR. 5. SPECIFIC MANUFACTURER'S INSTRUCTIONS REGARDING BONDING OR GROUNDING OF POOL EQUIPMENT, WHETHER INDICATED HEREIN OR NOT, SHALL BE STRICTLY FOLLOWED. 6. THE COMMON BONDING GRID SHALL NOT BE CONNECTED TO ANY ELECTRICAL DISTRIBUTION EQUIPMENT. 7. ANY PARTS IN ADDITION TO THOSE DESCRIBED HEREIN THAT ARE INDICATED BY POOL CONTRACTOR OR LOCAL INSPECTION AUTHORITY SHALL BE BONDED TO THE COMMON BONDING GRID WITH NO ADDITIONAL COSTS INCURRED BY THE OWNER. 8. THE ELECTRICAL CONTRACTOR SHALL COORDINATE BONDING WITH POOL CONTRACTOR AND GENERAL CONTRACTOR. 9. THE FOLLOWING PARTS SHALL BE BONDED TOGETHER AND CONNECTED TO THE COMMON BONDING GRID (WHERE APPLICABLE OR PROVIDED): A. ALL METALLIC PARTS OF THE POOL STRUCTURE, INCLUDING COPYING STONES, DECK, PERMANENT PLAY STRUCTURES, PERMANENT EXERCISE STRUCTURES. B. ALL METAL FITTINGS WITHIN OR ATTACHED TO THE POOL STRUCTURE. C. METAL PARTS ASSOCIATED WITH THE POOL WATER CIRCULATING SYSTEM, INCLUDING PUMPS, FILTERS, AND HEATERS. D. METAL PARTS ASSOCIATED WITH POOL COVERS. E. METAL SHEATHED CABLES AND RACEWAYS, METAL PIPING, AND ALL FIXED METAL PARTS WITHIN 5 FEET HORIZONTALLY OF INSIDE WALLS OF POOL AND WITHIN 12 FEET ABOVE THE MAXIMUM WATER LEVEL OF THE POOL. F. METAL PARTS ASSOCIATED WITH OBSERVATION STANDS, TOWERS, PLATFORMS, AND DIVING STRUCTURES. G. METAL PARTS ASSOCIATED WITH THE POOL SLIDE TOWER, SLIDE STAIRS, AND ASSOCIATED SLIDE STRUCTURE. AE DESIGN Integrated Lighting and Electrical Solutions 1900 Wazee Street #350 Denver, CO 80202 303.296.3034 aedesign-inc.com SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET Project #: 3256.00 10-31-2016 NTS 10 / 3 1 / 2 0 1 6 1 1 : 1 5 : 4 3 A M C: \ U s e r s \ t k i e l t y \ D o c u m e n t s \ 3 2 5 6 . 0 0 - E V C C E l e c C e n t ra l _ t k i e l t y @ a e d e s i g n - i n c . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R VRP, ESN TPK, KM 10-31-2016 16003 ELECTRICAL COVER SHEET E000 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O COVERSHEET NOTES 1 THE CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIAL NECESSARY FOR A COMPLETE AND FUNCTIONING ELECTRICAL SYSTEM. 2 MATERIALS AND INSTALLATION SHALL COMPLY WITH CODES, LAWS AND ORDINANCES OF FEDERAL, STATE AND LOCAL GOVERNING BODIES HAVING JURISDICTION. 3 MATERIALS AND EQUIPMENT SHALL BE LISTED AND/OR LABELED BY U.L., ETL, CSA OR ANOTHER RECOGNIZED TESTING LAB. 4 ALL WORK REQUIRED FOR THE INSTALLATION AS SHOWN ON DRAWINGS INCLUDING LABOR, EQUIPMENT AND MATERIALS SHALL BE IN STRICT COMPLIANCE WITH THE BUILDING STANDARDS, EXCEPT AS NOTED OTHERWISE. 5 THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, GOVERNMENTAL FEES, TAXES AND LICENSES NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE ELECTRICAL WORK. 6 THE CONTRACTOR SHALL PREPARE AND SUBMIT TO GOVERNMENTAL AGENCIES AND UTILITY COMPANIES SHOP DRAWINGS, WHICH ARE REQUIRED BY THESE AGENCIES, FOR THEIR APPROVAL. 7 THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER/OWNER OF ANY MATERIALS OR APPARATUS BELIEVED TO BE INADEQUATE, UNSUITABLE, IN VIOLATION OF LAWS, ORDINANCES, RULES OR REGULATIONS OF AUTHORITIES HAVING JURISDICTION. 8 FOR ALL JOBS THAT INCLUDE DEMOLITION WORK BY THE ELECTRICAL CONTRACTOR, DURING AND AFTER DEMOLITION, EC SHALL MAINTAIN CIRCUIT CONTINUITY TO ALL EXISTING DEVICES THAT ARE TO REMAIN. EC SHALL REMOVE, RELOCATE, AND/OR REWORK ANY CONDUIT AND WIRING TO FACILITATE THE NEW CONSTRUCTION SCOPE OF WORK. FOR A LUMINAIRES THAT ARE EXISTING TO REMAIN OR EXISTING TO BE RELOCATED, EC SHALL CLEAN LENSES AND REPLACE ALL EXTINGUISHED LAMPS, UON. 9 THE CONTRACTOR SHALL CAREFULLY EXAMINE THE CONTRACT DOCUMENTS, VISIT THE SITE, AND THOROUGHLY BECOME FAMILIAR WITH THE BUILDING STANDARDS AND LOCAL CONDITIONS RELATING TO THE WORK. FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF THE OBLIGATIONS OF THE CONTRACT. 10 ALL MATERIALS, AND EQUIPMENT SHALL BE ERECTED, INSTALLED, CONNECTED, CLEANED, ADJUSTED, TESTED, CONDITIONED, AND PLACED IN SERVICE IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS AND RECOMMENDATIONS. 11 ALL CUTTING, DRILLING AND PATCHING OF MASONRY, STEEL OR IRON WORK BELONGING TO THE BUILDING MUST BE DONE BY THIS CONTRACTOR IN ORDER THAT HIS WORK MAY BE PROPERLY INSTALLED, BUT UNDER NO CONDITIONS MAY STRUCTURAL WORK BE CUT, EXCEPT AT THE DIRECTION OF THE ARCHITECT-DESIGNER OR THEIR REPRESENTATIVE. 12 E.C. IS TO REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ALL FIRE RATED PENETRATION INSTALLATION REQUIREMENTS. E.C. IS TO NOTIFY ENGINEER AND ARCHITECT PRIOR TO INSTALLING ANY FIXTURES WITHIN A FIRE RATED CEILING OR WALL. FIRE RATING MUST BE MAINTAINED FOR THIS TYPE OF INSTALLATION WITH DRYWALL TENTING. 13 E.C. SHALL PROVIDE COORDINATION STUDY OF NEW AND/OR NEW GEAR COMBINED WITH EXISTING GEAR DURING THE SUBMITTAL PROCESS. 14 SHOP DRAWINGS SHALL INCLUDE MANUFACTURER'S NAMES, CATALOG NUMBERS, CUTS, DIAGRAMS AND OTHER SUCH DESCRIPTIVE DATA AS MAY BE REQUIRED TO IDENTIFY AND REVIEW THE EQUIPMENT. SUBMITTALS SHALL BE IN LOGICAL GROUPS, FOR EXAMPLE, ALL LIGHTING FIXTURES, PARTIAL SUBMITTALS WILL NOT BE REVIEWED. 15 PROVIDE THE FOLLOWING INFORMATION, PER IECC 2015 C408.2.5.2 TO THE PARTY RESPONSIBLE FOR PROJECT COMMISSIONING PLAN (COMMISSIONING AGENT/ MECHANICAL ENGINEER) AND ELECTRICAL ENGINEER. A. CUTSHEETS FOR ALL INSTALLED LIGHTING AND LIGHTING CONTROLS. B. OPERATION AND MAINTENANCE MANUALS FOR EACH PIECE OF INSTALLED LIGHTING, REQUIRED ROUTINE MAINTENANCE ACTIONS, CLEANING AND RECOMMENDED RELAMPING SHALL BE CLEARLY IDENTIFIED. C. SCHEDULE FOR INSPECTING AND RECALIBRATING ALL LIGHTING CONTROLS. INSPECTION OF ALL LIGHTING CONTROLS SHALL BE PERFORMED PRIOR TO ELECTRICAL ENGINEER'S COMMISSIONING SITE VISIT. RECALIBRATION OF LIGHTING CONTROLS SHALL BE PERFORMED FOLLOWING SITE VISIT AND SHALL BE BASED UPON THE RECOMMENDATIONS OF THE ELECTRICAL ENGINEER. 16 ALL MATERIAL, EQUIPMENT, WIRING DEVICES, ETC. SHALL BE NEW, UNLESS SPECIFICALLY INDICATED AS EXISTING TO BE REUSED. 17 CONTRACTOR SHALL OBTAIN AND VERIFY EXACT UTILITY COMPANY DRAWINGS AND REQUIREMENTS. ELECTRICAL CONTRACTOR IS TO SUBMIT A COMPLETE CONSTRUCTION DRAWING SET TO THE ELECTRICAL UTILITY COMPANY WITHIN 10 DAYS OF AWARD OF CONTRACT. COORDINATE TIMELINE OF THE REVIEW, APPROVAL, ALL ASSOCIATED DOWN TIME, CONSTRUCTION SCHEDULING, DELIVERY, AND INSTALLATION OF THE UTILITY TRANSFORMER. NOTIFY OWNER OF SCHEDULING CONFLICTS. 18 ALL NEW CIRCUIT BREAKERS FOR NEW OR EXISTING PANELBOARDS SHALL MATCH EXISTING BUILDING PANELBOARD MANUFACTURER AND BREAKER TYPE. THE CONTRACTOR SHALL PROVIDE NEW TYPE WRITTEN PANEL DIRECTORIES FOR ALL NEW PANELS AND EXISTING PANELS WHICH HAVE CHANGED. PANELBOARD SHALL BE MARKED WHERE THE SOURCE OF POWER SUPPLY ORIGINATES, AND IF SERIES COMBINATION SYSTEMS ARE UTILIZED AND THEIR LISTED AMPERE RATING. 19 DO NOT SHARE NEUTRAL CONDUCTORS FOR MULTIWIRE BRANCH CIRCUITS. WHERE THE E.C. PROPOSES THE USE OF SHARED NEUTRAL CONDUCTORS OR SHARED NEUTRAL CONDUCTORS ARE REQUIRED (SUCH AS POWERED FURNITURE SYSTEMS), HANDLE TIES SHALL BE PROVIDED ON THE CIRCUIT BREAKERS, WITH SHARED NEUTRALS, SUCH THAT IT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS. ALL HANDLE TIES ARE REQUIRED TO BE INDICATED ON THE PANELBOARD SHOP DRAWINGS. 20 SHOULD ACTUAL FIELD CONDITIONS REQUIRE INDICATED CIRCUIT DESIGNATIONS TO VARY, INDICATE THE CIRCUIT NUMBER USED ON THE "AS-BUILT" DRAWINGS. 21 ALL SERVICE EQUIPMENT (OTHER THAN IN DWELLING UNITS) SHALL BE LEGIBLY MARKED IN THE FIELD BY THE ELECTRICAL CONTRACTOR WITH THE MAXIMUM AVAILABLE FAULT CURRENT AS INDICATED WITHIN THESE DOCUMENTS. THE FIELD MARKING(S) SHALL COMPLY WITH ELECTRICAL SPECIFICATIONS FOR READABILITY AND DURABILITY. 22 ALL NEW CIRCUITS SHALL HAVE A GROUND WIRE INSTALLED. 23 ALL WIRING NOT INSTALLED IN CONDUIT AND INSTALLED IN THE CEILING SPACE SHALL BE PLENUM RATED. 24 ELECTRICAL CONTRACTOR SHALL PROVIDE ALL SPECIAL OUTLET BOXES THAT MAY BE REQUIRED TO ENCLOSE RECEPTACLES. 25 IN EXPOSED AND SUSPENDED CEILING APPLICATIONS, ROUTE CONDUIT AS CLOSE TO STRUCTURAL SLAB OR DECK AS POSSIBLE, AND SUPPORT CONDUIT AND JUNCTION BOXES DIRECTLY FROM THE STRUCTURAL SLAB, DECK, OR FRAMING PROVIDED FOR THAT PURPOSE. LIGHTING BRANCH CIRCUIT CONDUITS SHALL NOT BE CLIPPED TO THE CEILING SYSTEM HAS BEEN SPECIFICALLY DESIGNED FOR THAT PURPOSE. 26 ALL EXPOSED CONDUIT SHALL BE CONCEALED TO THE GREATEST EXTENT POSSIBLE, AND SHALL BE INSTALLED PARALLEL AND CLOSE TO STRUCTURAL MEMBERS. GENERAL CONTRACTOR SHALL PAIN CONDUIT TO MATCH ADJACENT FINISHES. 27 WHERE FLOOR FITTINGS REQUIRE PENETRATION OF THE FLOOR SLAB, THEY SHALL BE STANDARD DEVICE LISTED BY UL FOR THE PURPOSE AND HAVE A UL FIRE RATING EQUAL TO THE FLOOR RATING. FLOOR SERVICE BOXES SHALL BE MODULAR, ADJUSTABLE FLUSH TYPE, DUAL SERVICE UNITS SUITABLE FOR WIRING METHOD USED. COMPARTMENT BARRIERS SHALL SEPARATE POWER FROM LOW VOLTAGE CABLING. PROVIDE RECTANGULAR SERVICE PLATE WITH SATIN FINISH. 28 ALL RECEPTACLES SHALL BE SPECIFICATION GRADE NEMA 5-20R, UNLESS OTHERWISE NOTED. 29 ALL LIGHT SWITCHES SHALL BE SPECIFICATION GRADE, QUIET OPERATION RATED 120/277 VOLT, 20 AMPS, UNLESS OTHERWISE NOTED. 30 ALL FACE PLATE AND DEVICE COLORS SHALL BE APPROVED BY ARCHITECT OR OWNER/LEASEE. 31 PROVIDE LUMINAIRES SHOWN AS SHADED WITH EMERGENCY BATTERY BALLASTS. EMERGENCY LUMINAIRES SHALL SENSE UNSWITCHED POWER TO THE SPACE AND OPERATED AUTOMATICALLY UPON LOSS OF NORMAL POWER. ALL SHADED LUMINAIRES WITH 2' AND 4' LAMPS OR LONG BIAX LAMPS SHALL HAVE ONE (1) 90 MINUTE, TWO LAMP, 1400 LUMEN EMERGENCY BALLAST. ALL SHADED LUMINAIRES WITH COMPACT FLUORESCENT LAMPS SHALL HAVE A FACTORY INSTALLED 90 MINUTE EMERGENCY BALLAST. ALL EMERGENCY LUMINAIRES SHALL HAVE REMOTE TEST SWITCHES AND VISIBLE INDICATING LIGHTS. CONNECT THE EMERGENCY BATTERY BALLAST TO THE UN-SWITCHED LEG OF THE LIGHTING CIRCUIT INDICATED. 32 ALL BATTERY BACKUP EMERGENCY LIGHTING AND EXIT LIGHTS SHALL BE WIRED AHEAD OF ANY LOCAL SWITCHING, UON. 33 UNLESS OTHERWISE NOTED, LUMINAIRES DESIGNATED AS NIGHT LIGHT (NL) SHALL BE CONNECTED AHEAD OF LOCAL SWITCHING AND REMAIN ON 24 HOURS A DAY. 34 ALL DIMMED LIGHTING CIRCUITS ARE TO RECEIVE DEDICATED NEUTRALS. DO NOT SHARE NEUTRALS ON DIMMED LIGHTING CIRCUITS. 35 WHERE DUAL LEVEL SWITCHING IS INDICATED, THE SWITCH CLOSEST TO THE DOOR SHALL CONTROL ALL OUTER LAMPS IN THE INDICATED LUMINAIRE AND THE ADJACENT SWITCH SHALL CONTROL ALL INNER LAMP(S) IN THE INDICATED LUMINAIRES, UON. 36 PROVIDE OWNER WITH A COMPLETE LISTING OF ALL LAMPS UTILIZED ON THE PROJECT INCLUDING MANUFACTURER AND CATALOG INFORMATION. PROVIDE A SUGGESTED SOURCE, INCLUDING CONTACT NAME AND PHONE NUMBER, FOR REORDERING. 37 THE CONTRACTOR SHALL VERIFY THE CEILING TYPE BEFORE ORDERING LIGHTING. 38 ROUGH-IN FOR MECHANICAL EQUIPMENT SHALL ONLY OCCUR AFTER MECHANICAL EQUIPMENT SUBMITTALS ARE THOROUGHLY REVIEWED FOR CHANGES. NOTIFY ENGINEER OF ANY DISCREPANCIES. 39 FINAL LAYOUT AND QUANTITY OF ALL FIRE ALARM DEVICES SUBJECT TO APPROVAL OF LOCAL AUTHORITY HAVING JURISDICTION. 40 PROVIDE NEMA 3R AND CORROSION RESISTANT ELECTRICAL EQUIPMENT AND WIRING METHODS WITHIN POOL EQUIPMENT, POOL AND WHIRLPOOL AREAS. REFER TO DRAWINGS AND SPECIFICATION. 41 THE POWER AND CONTROL REQUIREMENTS FOR ALL EQUIPMENT CONNECTIONS SHALL BE CONFIRMED WITH APPROVED SHOP DRAWINGS PRIOR TO ELECTRICAL ROUGH-IN. FINAL POWER REQUIREMENTS, DIMENSIONED ROUGH-IN LOCATIONS, LOW VOLTAGE SYSTEM CONNECTIONS, ETC. SHALL BE CONFIRMED AND MODIFIED AS REQUIRED. 42 ALL DEVICES IN OR ABOVE COUNTERS SHALL HAVE LOCATIONS AND MOUNTING HEIGHTS CONFIRMED WITH ARCHITECTURAL ELEVATIONS & OWNER PRIOR TO ROUGH-IN. ANY ADJUSTMENTS TO MOUNTING HEIGHTS REQUIRED BY LACK OF COORDINATION WILL BE AT THE CONTRACTOR'S EXPENSE. 43 ALL EXISTING ELECTRICAL SERVICES NOT SPECIFICALLY INDICATED TO BE REMOVED OR ALTERED SHALL REMAIN AS THEY PRESENTLY EXIST. 44 G.C. SHALL INCLUDE IN HIS COST THE REMOVAL OF ALL EXISTING ELECTRICAL DEVICES, CONDUITS, FIXTURES AND EQUIPMENT. TURN EQUIPMENT OVER TO OWNER AS INDICATED OR RECYCLE/DISCARD ALL EQUIPMENT AS REQUIRED. E.C. SHALL BE RESPONSIBLE FOR DISCONNECTING PRIMARY SERVICE AND TEMPORARY POWER. 45 WHERE EXISTING CEILINGS ARE REVISED FROM ACCESSIBLE TO NON-ACCESSIBLE, CONTRACTOR IS TO INCLUDE IN HIS BID THE COSTS ASSOCIATED WITH RELOCATING ALL ELECTRICAL EQUIPMENT REQUIRING ACCESS ABOVE THE EXISTING CEILING TO A NEW ACCESSIBLE CEILING LOCATION APPROVED BY ARCHITECT AND ENGINEER. THE USE OF ACCESS PANELS IN THE NEW CEILING TO AVOID RELOCATION OF THIS EQUIPMENT IS NOT ACCEPTABLE. 46 CONTRACTOR TO CONDUCT FUNCTIONAL TESTING OF LIGHTING CONTROLS EQUIPMENT AS REQUIRED BY IECC 2012/2015, SECTION C408.3. AFTER THIS TESTING IS OBSERVED AND COMPLETED, THE REGISTERED DESIGN PROFESSIONAL OR COMMISSIONING AUTHORITY SHALL PROVIDE DOCUMENTATION TO THE AHJ THAT CERTIFIES THAT THE INSTALLATION MEETS THE DOCUMENTED PERFORMANCE CRITERIA OF SECTION C405. NTS1DEVICE MOUNTING HEIGHT SHEET LIST SHEET NUMBER SHEET NAME E000 ELECTRICAL COVER SHEET E010 ELECTRICAL SITE PLAN E102 ELECTRICAL POWER PLAN - LOWER LEVEL E103 ELECTRICAL POWER PLAN - UPPER LEVEL - NORTH E104 ELECTRICAL POWER PLAN - UPPER LEVEL - SOUTH E105 ELECTRICAL ROOF PLAN E106 ELECTRICAL ENLARGED POWER PLANS E112 ELECTRICAL LIGHTING PLAN - LOWER LEVEL E113 ELECTRICAL LIGHTING PLAN - UPPER LEVEL - NORTH E114 ELECTRICAL LIGHTING PLAN - UPPER LEVEL - SOUTH E400 ELECTRICAL ONE-LINE DIAGRAM E401 ELECTRICAL DIAGRAMS E402 LIGHTING CONTROL SCHEDULES AND DIAGRAMS E403 LIGHTING CONTROL DIAGRAMS E500 ELECTRICAL SCHEDULES E501 ELECTRICAL SCHEDULES E502 ELECTRICAL SCHEDULES E503 ELECTRICAL SCHEDULES E504 ELECTRICAL SCHEDULES E505 ELECTRICAL SCHEDULES NTS4POOL BONDING DETAIL T T T S S S S S S S S S S SS SS SS 868 11 77 8 HC 17 4 12 13 12 9 4 HC 4 15 16 4 HC 16 4 J 1 2 3 4 5 6 7 'MSD' EA1 RP2A-4 EA1 RP2A-4 EA1 RP2A-6 EA2 RP2A-4 EB3 RP2A-8 EB3 RP2A-9 EB4 RP2A-8 EP5 RP2A-5 EA1 RP2A-4 EA1 RP2A-6 EA2 RP2A-4 EA1 RP2A-4 EA1 RP2A-4 EA2 RP2A-6 EA2 RP2A-6 EB3 RP2A-9 EB3 RP2A-8 EB3 RP2A-8 EB3 RP2A-8 EB3 RP2A-9 EB3 RP2A-8 EB3 RP2A-8 EB3 RP2A-8 EB3 RP2A-9 EP5 RP2A-7 EP5 RP2A-5 EP5 RP2A-7 EB4 RP2A-8 EB4 RP2A-8 EB4 RP2A-8 EP5 RP2A-7 EB4 RP2A-8 EB4 RP2A-8 EP5 RP2A-5 8 9 GFI WP GFI WP GFI WP GFI WP GFI WP 10 ESTES VALLEY COMMUNITY CENTER 11 LP2B-82 LP2B-82 LP2B-82 LP2B-83 LP2B-83 LP2B-83 LP2B-83 LP2B-83 GFI WP GFI WP GFI WP GFI WP GFI WP LP2B-82 LP2B-82 LP1B-83 B ATTACH TO REBAR WITH BONDING CLAMP I ANCHOR BOLT ANCHOR BOLT DATA 4-#4 BARS VERTICAL ELEVATION H EA1 KEY POLE 25'0" HEIGHT OVERALL 4" A F G 24" H PER MANUFACTURER B SIZE C D 6" 8'0" E F 10'0" G TOP VIEW 36" I BASE PLATE 1" CHAMFER BASE COVER ATTACH TO BONDING LUG ON POLE D A C HAND HOLE E H BELOW TOP 5" OF FOUNDATION #3 HORIZ. TIES @ 12" O.C. PVC RIGID CONDUIT TYP. FINISH GRADE VARIES 3-#3 HORIZ. TIES WITHIN TOP 5" OF FOUNDATION EA2 25'0"4"24"PER MANUFACTURER 6" 8'0" 10'0" 36" PER MANUFACTUREREP5 15'0"4"24"6" 8'0" 10'0" 36" PER MANUFACTUREREB3/EB4 3'0"4-3/8" AE DESIGN Integrated Lighting and Electrical Solutions 1900 Wazee Street #350 Denver, CO 80202 303.296.3034 aedesign-inc.com SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET Project #: 3256.00 10-31-2016 As indicated 10 / 3 1 / 2 0 1 6 1 1 : 1 6 : 0 0 A M C: \ U s e r s \ t k i e l t y \ D o c u m e n t s \ 3 2 5 6 . 0 0 - E V C C E l e c C e n t ra l _ t k i e l t y @ a e d e s i g n - i n c . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R VRP, ESN TPK, KM 10-31-2016 16003 ELECTRICAL SITE PLAN E010 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1" = 30'-0"1 ELECTRICAL SITE PLAN NTS2POLE BASE DETAIL GENERAL NOTES A UNLESS OTHERWISE NOTED, ALL CIRCUIT NUMBERS INDICATED ON THIS SHEET SHALL REFER TO CIRCUIT ORIGINATING IN PANELBOARDS BASED UPON THE FOLLOWING CONVENTION, (THIS SHEET ONLY): TBD-# = CIRCUIT TO PANEL 'TBD' B EC SHALL REFER TO SECURITY DRAWINGS AND IRRIGATION DRAWINGS FOR ADDITIONAL CONDUIT, WIRING, AND CIRCUITY TO BE PROVIDED IN ADDITION TO THAT SHOWN ON THE ELECTRICAL DRAWINGS. EC SHALL PROVIDE EXPANSION JOINT FITTINGS FOR ALL CONDUITS AS REQUIRED BY STRUCTURAL DRAWINGS. ALL EXTERIOR LIGHTING CIRCUITS SHALL UTILIZE A MINIMUM WIRE SIZE OF #8AWG COPPER, UNLESS OTHERWISE NOTED. C D KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 1 EXISTING UTILITY PAD MOUNTED TRANSFORMER TO BE DEMOLISHED. REFER TO ELECTRICAL DEMOLITION ONE-LINE DIAGRAM FOR MORE INFORMATION. 2 APPROXIMATE ROUTING OF EXISTING UTILITY PRIMARY. 3 APPROXIMATE ROUTING OF EXISTING LOW-VOLTAGE/TELEPHONE SERVICE TO EXISTING MTTB IN MAIN ELECTRICAL ROOM. 4 LOCATION OF EXISTING MAIN ELECTRICAL ROOM AND EXISTING ELECTRICAL SERVICE EQUIPMENT. 5 APPROXIMATE LOCATION OF EXISTING UTILITY POLE. 6 APPROXIMATE LOCATION OF EXISTING TELEPHONE SERVICE PEDESTAL. 7 LOCATION OF NEW 480/277V, 3-PHASE, PAD MOUNTED UTILITY TRANSFORMER. ALL PRIMARY TRENCHING/BACKFILLING AND CONDUIT BETWEEN THE UTILITY VAULT AND NEW TRANSFORMER LOCATION SHALL BE PROVIDED/INSTALLED BY UTILITY. PRIMARY LINES SHALL BE 4' DEEP WITH RED WARNING TAPE INSTALLED AT 2' DEPTH. REFER TO UTILITY REQUIREMENTS FOR CONDUIT PRIMARY PIPE RACK AND ADDITIONAL CONDUIT REQUIREMENTS. THE EC SHALL PERFORM ALL TRENCHING/BACKFILLING FOR THE TRANSFORMER SECONDARY FEEDERS, AND PROVIDE/INSTALL ALL SECONDARY CONDUIT. EC SHALL COORDINATE ALL CONDUIT ROUTING IN FIELD AND VERIFY PRIMARY ROUTING TO TRANSFORMER PRIMARY CONNECTION POINT WITH UTILITY PRIOR TO WORK COMMENCE. PRPA SHALL MAKE ALL FINAL CONNECTIONS OF PRIMARY AND SECONDARY FEEDERS REQUIRED AT THE TRANSFORMER LANDINGS. EC SHALL COORDINATE ALL UTILITY TRANSFORMER PAD INSTALLATION REQUIREMENTS, CLEARANCES, PAD ORIENTATION, UTILITY METERING REQUIREMENTS AND INSTALLATION OF METERING EQUIPMENT WITH UTILITY PRIOR TO WORK COMMENCE. 8 APPROXIMATE ROUTING OF TRANSFORMER SECONDARY FEEDER TO MAIN SERVICE DISCONNECT. REFER TO ELECTRICAL ONE-LINE DIAGRAM FOR MORE INFORMATION. 9 APPROXIMATE ROUTING OF NEW LOW-VOLTAGE/TELEPHONE SERVICE FROM NEW TELEPHONE SERVICE PEDESTAL TO NEW LAN LOCATION. EC SHALL COORDINATE EXACT ROUTING AND TERMINATION LOCATIONS PRIOR TO ROUGH-IN. 10 PROVIDE (1) 1" AND (1) 1-1/4" UNDERGROUND CONDUIT FOR 120V, 20-AMP POWER CONNECTION AND DATA CONNECTION TO INTERNALLY ILLUMINATED MONUMENT SIGN. POWER BRANCH CIRCUIT TO BE 2#8, 1#10G (UPSIZED FOR VOLTAGE DROP). COORDINATE EXACT LOCATION WITH ARCHITECT PRIOR TO ROUGH-IN. 11 CONDUIT LOCATION FOR (1) 1-1/2" ORANGE PVC SPARE CONDUIT FROM TRANSFORMER STUBBED INTO BUILDING PROVIDED BY UTILITY AND INSTALLED BY CONTRACTOR. DN DN S J J J J J CLG J CLG T SS J CUH 3 CUH 4UH 5 CUH 5 TF 2 UH 4 J J CLG J CLG J J J J J J J JJ J S S S J S J CLG J CLG J CLG EF 16 J J J ELEV 1 S T SP 1 J J J A B 1 L 3 4 6 7 A1 A5 AB A6 AE AD AH AC C D E F K A2 A3 AG AF AA A.1 B.7 H H J J J.3 12 5 A3.4 A3.6 A4 D.8 E.2 A1.5 4.7 5.8 6.5 6.6 GFI WP GFI WP GFI WP GFI WP RECV & STOR 115 CLASSROOM 114 MEN 110 WOMEN 111 ELEV 117 GYM 131 P&R DIRECTOR 108 VEST 101 KITCHEN 112 WOMEN 104 EMP ENTRY 103 STORAGE 143 COMMUNITY 141 COMMUNITY KITCHEN 142 STOR 113 STRENGTH 123 MP GROUP EX 124 GYM STORAGE 132 EXIT STAIR S10 STRENGTH 123 STAFF 107 GAMES 106 LOUNGE 102 JR GOLF 121 HITTING 122 MEN 105 ELEC 109 GFI WP GFI WP 3 3 3 3 'LP1B' 'HL1B' 'HM1B' 'RP1B' STORAGE 118 GFI WP +42" GFI +42" GFI AC AC AC AC GFI AC GFI 4 5 3 6 7 8 +72" +72" 9 FAN FAN1010 10 10 11 11 12 13 13 14 13 15 13 4 4 4 4 4 4 16 +72" +72" +72" +72" +72" +72" GFI GFI GFI EWC GFI REF AC GFI AC GFI +60" GFI MW AC GFI 17 GFI EWC CLG CLG CLG CLG 16 9 E102 2 'T1B' WP FS TS FS TS GD 2021 22 22 22 22 AC GFI AC GFI GFI EWC 3 3 23 23 LP1B-2 LP1B-2 LP1B-2 LP1B-2 LP1B-4 LP1B-4 LP1B-4 LP1B-4 LP1B-4 LP1B-4 LP1B-5 LP1B-9 LP1B-8 LP1B-10 LP1B-5 LP1B-11 LP1B-5 LP1B-9 LP1B-5 LP1B-5 LP1B-8 LP1B-7 LP1B-7 LP1B-6 LP1B-6 LP1B-6 LP1B-6 LP1B-6 LP1B-5 LP1B-12 LP1B-12 LP1B-14 LP1B-15 LP1B-29LP1B-26 LP1B-12 LP1B-12 LP1B-12 LP1B-13 LP1B-12 LP1B-72 LP1B-71 LP1B-70 LP1B-16LP1B-69 LP1B-16 LP1B-16 LP1B-51 LP1B-12 LP1B-12 LP1B-53LP1B-54 LP1B-55 LP1B-56 LP1B-57 LP1B-58 LP1B-59 LP1B-18 LP1B-19 LP1B-19 LP1B-19 LP1B-18 LP1B-18 LP1B-20 LP1B-20 LP1B-20 LP1B-21 LP1B-21 LP1B-21 LP1B-27 LP1B-24 LP1B-25 LP1B-27 LP1B-27LP1B-27 LP1B-25 LP1B-22 LP1B-22 LP1B-23 LP1B-23 LP1B-25 LP1B-25 LP1B-23 LP1B-31 LP1B-28 LP1B-33 LP1B-39LP1B-34 LP1B-32 LP1B-30LP1B-39 LP1B-39 LP1B-36 LP1B-41 LP1B-39 LP1B-39 LP1B-38 LP1B-38LP1B-25 LP1B-40 LP1B-40 LP1B-40 LP1B-40 LP1B-45 LP1B-45 LP1B-27 LP1B-45 LP1B-42 LP1B-45 LP1B-45 LP1B-42 LP1B-64 LP1B-64 LP1B-64 LP1B-64 LP1B-45 LP1B-39 LP1B-44 LP1B-44 LP1B-50 LP1B-50 LP1B-46 LP1B-46 LP1B-46 LP1B-48 LP1B-49 LP1B-61LP1B-61 LP1B-61 LP1B-61 LP1B-63 LP1B-61 LP1B-60 LP1B-62 LP1B-60 LP1B-60 LP1B-68 LP1B-60 LP1B-60 LP1B-60 12 LP1B-70 LP1B-69 LP1B-70 LP1B-70LP1B-69 LP1B-70 LP1B-66 LP1B-68 LP1B-65 LP1B-67 LP1B-68 LP1B-68 LP1B-69 LP1B-16 LP1B-73 LP1B-73 LP1B-42 LP1B-42 LP1B-64LP1B-64 LP1B-42 LP1B-42 1010 10 10 GFI LP1B-12 E106 2 14 LP1B-68 25 26 LP1B-78 LP1B-79 4 A5 A6 AH K 2 GFI 18 19 1 GFI WP 24 LP1B-43 LP1B-75 LP1B-80 LP1B-81 AE DESIGN Integrated Lighting and Electrical Solutions 1900 Wazee Street #350 Denver, CO 80202 303.296.3034 aedesign-inc.com SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET Project #: 3256.00 12-13-16 BULLETIN NO. 4 As indicated 12 / 1 4 / 2 0 1 6 9 : 5 1 : 3 5 A M C: \ U s e r s \ k m e n y h a r t \ D o c u m e n t s \ 3 2 5 6 . 0 0 - E V C C E l e c C e nt r a l _ k m e n y h a r t @ a e d e s i g n - i n c . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R VRP, ESN TPK, KM 10-31-2016 16003 ELECTRICAL POWER PLAN - LOWER LEVEL E102 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O NORTH 1/8" = 1'-0"1 LOWER LEVEL POWER PLAN KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 1 APPROXIMATE LOCATION OF ELEVATOR MANUFACTURER PROVIDED ELEVATOR POWER CONTROL WITHIN THE PIT. THE ELEVATOR CONTROL PANEL INCLUDES INTEGRAL 80A/3P CIRCUIT BREAKER DISCONNECT WITH SHUNT TRIP COIL FOR CONNECTION TO THE FIRE ALARM SYSTEM. 2 PROVIDE KEYED SWITCH FOR ELEVATOR CAB POWER AND LIGHTING CIRCUIT. 3 PROVIDE FIRE ALARM DEVICE WITH MANUFACTURER'S STANDARD WIRE GAURD PROTECTION. 4 FLOORBOX TO BE HUBBELL RECESSED CONCRETE WITH SMOOTH METALLIC COVER, SIMILAR TO HUBBELL LCFBCXX (OR APPROVED EQUAL) CARPET APPLICATIONS TO BE FLANGE COVERPLATE. ALL COVERPLATES SHALL BE FLUSH WITH FLOOR FINISH TO REDUCE TRIPPING HAZARDS. EC SHALL PROVIDE 1-1/2"C FOR DATA AND 3/4"C FOR POWER ROUTED UP NEAREST WALL THROUGH ACCESSIBLE CEILING. EC TO VERIFY SPECIFICATIONS PRIOR TO ORDERING. EC SHALL COORDINATE LOCATIONS AND REQUIREMENTS WITH OW NER/ARCHITECT PRIOR TO ROUGH-IN ARCHITECT SHALL CHOOSE COVER PLATE FINISH. 5 PROVIDE 120V, 30mA GROUND FAULT PROTECTED EQUIPMENT CONNECTION FOR HEAT TRACE. COORDINATE EXACT LOCATION AND HEAT TRACE LENGTH WITH ARCHITECT/OWNER PRIOR TO INSTALLATION. COORDINATE ALL CONTROLLER CONNECTION REQUIREMENTS WITH APPROVED EQUIPMENT SHOP DRAWINGS PRIOR TO INSTALLATION. 6 CEILING MOUNTED JUNCTION BOX FOR 120V POWER CONNECTION TO GOLF SIMULATOR PROJECTOR SYSTEM. 7 CEILING MOUNTED JUNCTION BOX WITH 1"C BACK TO WALL JUNCTION BOX FOR GOLF SIMULATOR PROJECTOR SYSTEM AV CABLING. 8 APPROXIMATE LOCATION OF COMMUNICATIONS CONDUIT, FROM UTILITY CONNECTION CABINET AT PROPERTY LINE, ENTERING BUILDING. EXTEND CONDUIT FROM UNDER SLAB, THROUGH LOWER FLOOR AREA, UP INTO STUB OUT 8" ABOVE UPPER FLOOR IT ROOM. 9 JUNCTION BOX MOUNTED ABOVE CEILING FOR 120V, 20A POWER CONNECTION TO CEILING MOUNTED MOTORIZED PROJECTION SCREEN OPERATOR. EC SHALL COORDINATE EXACT LOCATION/CONTROL/CONNECTION REQUIREMENTS WITH APPROVED AV DRAWINGS PRIOR TO ROUGH IN. 10 RECEPTACLE IS MOUNTED IN MIRROR WALL. COORDINATE FACEPLATE FINISH WITH ARCHITECT. 11 FUTURE SCOREBOARD LOCATION. SURFACE MOUNTED JUNCTION BOX MOUNTED ON GYM SIDE OF TRACK FOR FUTURE MOUNTING OF SCOREBOARD TO TRACK WALL. PROVIDE JUNCTION BOX WITH BLANK FACEPLATE AND 3/4" CONDUIT. CONDUIT FOR FUTURE SCOREBOARD SHALL BE SUNK IN TRACK DECK CONCRETE. 12 SCOREBOARD POWER LOCATION ON FRONT OF TRACK. EC SHALL COORDINATE ELECTRICAL REQUIREMENTS AND EXACT LOCATION/ELEVATION WITH FINAL ARCHITECTURAL DRAWINGS AND APPROVED SHOP DRAWINGS PRIOR TO ROUGH-IN. CONDUIT FOR SCOREBOARD SHALL BE SUNK IN TRACK DECK CONCRETE. 13 WALL MOUNTED RECESSED JUNCTION BOX WITH 1"C TO ROOM JOIST SPACE FOR SCOREBOARD COMMUNICATIONS CABLING/RACEWAY. 14 WALL MOUNTED RECESSED JUNCTION BOX WITH 1"C TO ABOVE ACCESSIBLE CEILING FOR SCORERS TABLE COMMUNICATIONS CABLING/RACEWAY. 15 WALL MOUNTED JUNCTION BOXES WITH 3/4"C TO ABOVE ACCESSIBLE CEILING FOR DIVIDER CURTAIN AND BASKET HEIGHT ADJUSTER CONTROLS LOCATION. EXACT LOCATION, QUANTITY, AND CONNECTION REQUIREMENTS TBD. 16 120V DUPLEX AND DATA RECEPTACLES MOUNTED FLUSH IN CEILING FOR PROJECTOR POWER AND LOW VOLTAGE CABLING CONNECTIONS. EC SHALL COORDINATE EXACT REQUIREMENTS WITH APPROVED AV DRAW INGS PRIOR TO ROUGH-IN. 17 120V POWER CONNECTION FOR GAS FIREPLACE IGNITION CIRCUIT UNDER ALTERNATE. EC SHALL COORDINATE EXACT LOCATION AND CONNECTION REQUIREMENTS WITH APPROVED SHOP DRAWINGS. 18 JUNCTION BOX FOR 120V, 20A POWER CONNECTION TO ELEVATOR CAB. EC SHALL COORDINATE JUNCTION BOX LOCATION WITH APPROVED SHOP DRAWINGS PRIOR TO ROUGH-IN. 19 JUNCTION BOX AND 3/4" CONDUIT TO ABOVE ADJACENT ACCESSIBLE CEILING FOR ELEVATOR LOW VOLTAGE TELEPHONE CABLING RACEWAY. CONTRACTOR SHALL PROVIDE (1) CAT6 CABLE FROM 110BLOCKS LOCATED WITHIN THE LAN ROOM FOR CONNECTION TO ELEVATOR CONTROL PANEL. COORDINATE EXACT LOCATION PRIOR TO ROUGH-IN. 20 JUNCTION BOX FOR 120V POWER CONNECTION TO MOTORIZED AUTOMATED ACCESS DOOR OPERATOR. EC SHALL MAKE ALL NECESSARY INTERCONNECTIONS BETWEEN JUNCTION BOX, SECURITY SYSTEM, OPERATOR MOTOR, AND PUSH PAD LOCATIONS PER MANUFACTURER'S REQUIREMENTS. COORDINATE EXACT LOCATIONS WITH APPROVED EQUIPMENT SHOP DRAWINGS AND SECURITY SYSTEM INSTALLER. 21 JUNCTION BOX FOR 120V POWER CONNECTION TO MOTORIZED AUTOMATED ACCESS DOOR OPERATOR. EC SHALL MAKE ALL NECESSARY INTERCONNECTIONS BETWEEN JUNCTION BOX, OPERATOR MOTOR, AND PUSH PAD LOCATIONS PER MANUFACTURER'S REQUIREMENTS. COORDINATE EXACT LOCATIONS WITH APPROVED EQUIPMENT SHOP DRAWINGS. 22 WALL MOUNTED RECESSED JUNCTION BOX WITH 3/4"C FOR INSTALLATION OF MOTORIZED ASSIST PUSH PAD DEVICE INSTALLATION. COORDINATE EXACT LOCATION AND CONNECTION REQUIREMENTS WITH APPROVED SHOP DRAWINGS PRIOR TO ROUGH-IN. 23 PROVIDE 120V, 10A POWER FOR SECURITY SYSTEM DOOR HOLD. REFER TO SECURITY DRAWINGS FOR ADDITIONAL INFORMATION. 24 PROVIDE 120V, 20-AMP POWER CONNECTION TO ELEVATOR SUMP PUMP CONROL PANEL. COORDINATE EXACT LOCATION IN THE FIELD WITH OTHER EQUIPMENT IN ELEVATOR MACHINE ROOM. COORDINATE EXACT REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO INSTALLATION. 25 JUNCTION BOX LOCATED ABOVE ACCESSIBLE CEILING PLANE FOR 120V POWER CONNECTION TO VAV CONTROLS TRANSFORMER. EC SHALL COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. 26 JUNCTION BOX LOCATED ABOVE ACCESSIBLE CEILING FOR 120V POWER CONNECTION TO FIRE SMOKE DAMPER. EC SHALL COORDINATE EXACT LOCATION AND FIRE ALARM SYSTEM CONNECTION REQUIREMENTS WITH APPROVED MECHANICAL SHOP DRAWINGS PRIOR TO ROUGH-IN. GENERAL NOTES A EC SHALL REFER TO AUDIO VISUAL AND SECURITY SYSTEMS DRAWINGS FOR ADDITIONAL EC PROVIDED AND INSTALLED CONDUIT, WIRING, AND CIRCUITING. 1/4" = 1'-0"2 ELEVATOR MECHANICAL ROOM & PIT ENLARGED POWER PLAN S J J J J EF 7 EF 8 CF 1 UH 1 CF 2 J CLG S S S T S J UH 6 J J J J DSIU 1 T T TF 1 A B L 3 4 6 7 A4 A5 8 AE AD AH C D E F G K A3 AG AF A.1 B.7 H H J J.3 12 12 5 5 DESK STAFF 272 WOMEN 204 MEN 203 WATER & FIRE ENTRY 273 EXEC DIR 281 M/P GROUP EX 262 CARDIO 261 ST. 263 LOBBY 202 FINANCE 287 FACILITY DIR 285 HR 283 ADMIN 271 COPY 278 LAN 276 ELEC 282 IT 274 CONFERENCE 275 MARKET 277 ASST 279 1 1 1 1 AC GFI AC GFI AC GFI AC AC AC AC AC GFI MW GFI REF 2 3 GFI EWC 4 4 AED CLG CLG 5 +12" +12" +12" +12" +12" +12" +12" +12" +12" +12" +12" +12" +12" +12" +12"+12" +12" +12" +12" 6 7 7 +12" +12"+12" +12" +12"+12" +12" +12"+12" +12" +12"+12" +12"+12" +12"+12" +12" +12"+12" COPIER +12" +12" +12" +12" +12" +12" AC LP2B-32LP2B-27 LP2B-28 LP2B-33 LP2B-34LP2B-29 LP2B-30 LP2B-35 LP2B-31 LP2B-36 LP2B-15 LP2B-16 LP2B-17 LP2B-18 LP2B-19 LP2B-20 LP2B-21 LP2B-22 LP2B-23 LP2B-24 LP2B-25 LP2B-26 LP2B-59 LP2B-60 LP2B-65 LP2B-66 LP2B-64 LP2B-63 LP2B-62 LP2B-67 LP2B-61 LP2B-58 LP2B-58 LP2B-58 LP2B-57 LP2B-57 LP2B-57 LP2B-57 LP2B-56 LP2B-57 LP2B-57 LP2B-53 LP2B-54 LP2B-52 LP2B-55 LP2B-51 LP2B-51 LP2B-51 LP2B-41 LP2B-41 LP2B-41 LP2B-51 LP2B-41 LP2B-45 LP2B-41 LP2B-44 LP2B-42 LP2B-43 LP2B-41 LP2B-40 LP2B-40 LP2B-40 LP2B-40 LP2B-39 LP2B-39 LP2B-39LP2B-38 LP2B-38 LP2B-38 LP2B-38LP2B-37 LP2B-37 LP2B-37LP2B-37 LP2B-47 LP2B-47 LP2B-47 LP2B-49 LP2B-46 LP2B-48 LP2B-49 LP2B-49 LP2B-49 LT2B-1 LT2B-1 LT2B-1 LP2B-50 LP2B-50 LP2B-50 LP2B-51 LP2B-58 LP2B-69 LP2B-69 LP2B-69 LP2B-70 LP2B-71 LP2B-71 E103 2 LP2B-58 LP2B-58 LP2B-58888 LP2B-68 LP2B-72 LP2B-72 LP2B-73 AC LP2B-73 AC LP2B-71 LP2B-71 LP2B-71 LP2B-71 LP2B-71 LP2B-71 E103 3 11 LP2B-85 12 LP2B-86 13 LP2B-87 LT2B-2 LT2B-3 LT2B-7 LT2B-6 LT2B-5 LT2B-4 LT2B-8 LT2B-9 LT2B-10 LT2B-11 LT2B-12 LT2B-13 LT2B-14 LT2B-15 LT2B-16 LT2B-17 LT2B-18 LT2B-19 9 9 9 9 9 9 9 'LT2B' 10 10 10 10 10 LP2B-49 'LP2B' 'HM2B' 'HL2B' 'RP2A' 'T2B' 'TBT' SUSPENDED AE DESIGN Integrated Lighting and Electrical Solutions 1900 Wazee Street #350 Denver, CO 80202 303.296.3034 aedesign-inc.com SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET Project #: 3256.00 10-31-2016 As indicated 10 / 3 1 / 2 0 1 6 1 1 : 1 6 : 2 8 A M C: \ U s e r s \ t k i e l t y \ D o c u m e n t s \ 3 2 5 6 . 0 0 - E V C C E l e c C e n t ra l _ t k i e l t y @ a e d e s i g n - i n c . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R VRP, ESN TPK, KM 10-31-2016 16003 ELECTRICAL POWER PLAN - UPPER LEVEL - NORTH E103 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O GENERAL NOTES A NORTH 1/8" = 1'-0"1 UPPER LEVEL POWER PLAN - NORTH KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 1 PROVIDE 120V, 20A POWER CONNECTION TO FORWARD FOLDING MOTORIZED ADJUSTABLE HEIGHT BASKETBALL GOAL. EC SHALL COORDINATE EXACT CONNECTION REQUIREMENTS AND LOCATION WITH APPROVED MANUFACTURERS SUBMITTALS PRIOR TO ROUGH-IN. 2 120V, 20A POWER CONNECTION TO GYMNASIUM DIVIDER CURTAIN SYSTEM OPERATOR. EC SHALL COORDINATE EXACT CONNECTION REQUIREMENTS AND LOCATION WITH APPROVED MANUFACTURERS SUBMITTALS PRIOR TO ROUGH-IN. 3 JUNCTION BOX MOUNTED ABOVE CEILING FOR 120V, 20A POWER CONNECTION TO CEILING MOUNTED MOTORIZED PROJECTION SCREEN OPERATOR. EC SHALL COORDINATE EXACT LOCATION/CONTROL/CONNECTION REQUIREMENTS WITH APPROVED AV DRAWINGS PRIOR TO ROUGH IN. 4 PROVIDE 120V, 20A POWER CONNECTION TO FORWARD FOLDING MOTORIZED BASKETBALL GOAL. EC SHALL COORDINATE EXACT CONNECTION REQUIREMENTS AND LOCATION WITH APPROVED MANUFACTURERS SUBMITTALS PRIOR TO ROUGH-IN. 5 120V DUPLEX AND DATA RECEPTACLES MOUNTED FLUSH IN CEILING FOR PROJECTOR POWER AND LOW VOLTAGE CABLING CONNECTIONS. EC SHALL COORDINATE EXACT REQUIREMENTS WITH APPROVED AV DRAWINGS PRIOR TO ROUGH-IN. 6 PROVIDE POWER CONNECTION TO LAP TIMER. EC SHALL COORDINATE EXACT CONNECTION REQUIREMENTS AND LOCATION WITH APPROVED MANUFACTURERS SUBMITTALS PRIOR TO ROUGH-IN. 7 PROVIDE POWER CONNECTION FOR MOTORIZED VOLLEYBALL SLEEVES. EC SHALL COORDINATE EXACT CONNECTION REQUIREMENTS AND LOCATION WITH APPROVED MANUFACTURERS SUBMITTALS PRIOR TO ROUGH-IN. 8 MOUNT RECEPTACLES HORIZONTALLY UNDER MIRROR. 9 PROVIDE NEMA 5-30R TWISTLOCK RECEPTACLE. SUSPENDED PENDANT MOUNT ABOVE RACK LOCATION ADJACENT TO OVERHEAD CABLE TRAY. FIELD COORDINATE EXACT FINAL LOCATION WITH STRUCTURED CABLING INSTALLER. 10 PROVIDE NEMA 5-20R QUAD RECEPTACLE SUSPENDED PENDANT MOUNT ABOVE RACK LOCATION ADJACENT TO OVERHEAD CABLE TRAY. FIELD COORDINATE EXACT FINAL LOCATION WITH STRUCTURED CABLING INSTALLER. 11 JUNCTION BOX LOCATED ABOVE ACCESSIBLE CEILING PLANE FOR 120V POWER CONNECTION TO VAV CONTROLS TRANSFORMER. EC SHALL COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. 12 JUNCTION BOX LOCATED ABOVE ACCESSIBLE CEILING FOR 120V POWER CONNECTION TO FIRE SMOKE DAMPER. EC SHALL COORDINATE EXACT LOCATION AND FIRE ALARM SYSTEM CONNECTION REQUIREMENTS WITH APPROVED MECHANICAL SHOP DRAWINGS PRIOR TO ROUGH-IN. 13 IRRIGATION CONTROLLER, PROVIDE 120V CONNECTION. EC SHALL FIELD COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. EC SHALL REFER TO AUDIO VISUAL AND SECURITY SYSTEMS DRAWINGS FOR ADDITIONAL EC PROVIDED AND INSTALLED CONDUIT, WIRING, AND CIRCUITING. 1/4" = 1'-0"2 ENLARGED LAN ROOM 276 1/4" = 1'-0"3 UPPER LEVEL NORTH ELEC ROOM J J J J J J J J J J J CLG J CLG GWH 1 PP 1 CUH 1 CUH 2 UH 2 CF 3 EF 3 TF 3 UH 3 B 1 B 2 CP 1 CP 2 P 1 P 2 TT J J J J J SS S S S S S S WN A WN A WN A WN A WN A WN A WN A WN A WN A WN A GWH 2 GWH 3 B 3 CP 3 J J CLG JJ ECH 3 WN A WN A S J CF 4A CF 5A J J J J J J J S S S J J J JJ E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 EA EB EC ED EE EF 2 Q 9 10 EG EH 1 L P M 3 4 6 7 A4 A5 8 M.6 AH N 7.96.4 NJ 5 GFI +42" GFI +42" GFI AC GFI GFI GFI AC GFI AC GFI AC GFI GFI WP AC GFI GFI AC GFI GFI WP GFI WP GFI WP ACTIVITY POOL 001 POOL MECH 253 POOL STORAGE 255 POOL OFFICE 256 CIRC 259 W. LOCKERS 221 M. LOCKERS 231 JAN 229 ACR3 216 CHG 215ACR2 214 FAM CHANGING 212 ACR1 213 W. TOILETS 223 W. SHOWERS 222 M. TOILETS 233 M. SHOWERS 232 MECHANICAL A102 FOYER A101EXIST LAUNDRY A111 EXIST ELEC A113 EXIST POOL MECH A112 EXIST POOL EQUIP A114 EXIST NATATORIUM A110 POOL STORAGE A108 M. TEAM LOCKER A107 W. TEAM LOCKERS A106 EXIST POOL DECK A109 EXIST POOL DECK A109 PARTY 211 VESTIBULE 201 LOBBY 202 INDOOR PLAY 205 GFI GFI GFI GFIGFI GFI GFI GFI GFI GFI GFIGFI GFI GFI GFI GFI GFI GFI TP TP TP TP TP 'FAA' 1 1 2 3 4 5 5 5 6 TP ELEC 254 KID WATCH 288 KIDS T 207 OFFICE 206 EXIST CHEM A115 ALT WATER SLIDE 002 E106 1 GUARDS 258 GUARD CHG 257+42" GFI GFI WP 'MSD' '(E) L2' '(E) H2' '(E) H1' '(E) L1' '(E) TL1' 'TL2' '(E) BUSSED GUTTER' (E)(E) AC GFI AC GFI AC GFI AC GFI AC GFI GD AC GFI MW AC GFI GFI REF AC GFI TP GFI WP GFI WP GFI WP GFI WP AC GFI 7 5 GFI REF AC GFI MW GFI EWC AC GFI 5 5 AC GFI GFI EWC 4 4 4 TP TP +78" +78" 8 AED WP 9999 10 11 11 11 AMENITY PUMP #1 AMENITY PUMP #2 CURRENT PUMP #1 AND #2 12SLIDE PUMP VESTIBULE A104 STORAGE A105 POOL MECH 253 13 14 15 16 GFI LP2B-70 LP2B-70 LP2A-26 LP2A-26 LP2A-25 LP2A-27 LP2A-28 LP2A-31 LP2A-31 LP2A-29 LP2A-30 LP2A-31 LP2A-31 LP2A-32 LP2A-32 LP2A-32 LP2A-32 LP2B-75 LP2A-36 LP2A-36 LP2A-36 LP2A-32 LP2A-33 LP2A-33 LP2A-33 LP2A-33 LP2A-37 LP2A-37 LP2A-37 LP2A-37 LP2A-37 LP2A-36 LP2A-36 LP2A-37 LP2A-48,50 LP2A-41 LP2A-43 LP2A-43 LP2A-44 LP2A-44 LP2A-45 LP2A-45 LP2A-38,40 LP2A-57 LP2A-45 LP2A-58 LP2A-45 LP2A-45 LP2A-54 LP2A-52 LP2A-55 LP2A-56 LP2A-54 LP2A-47,49 LP2A-56 LP2B-76 LP2B-77 LP2B-77LP2B-78LP2B-77 LP2B-77 LP2B-77 LP2A-56 LP2A-56 LP2A-56 LP2A-63 LP2A-51,53 LP2A-64 LP2A-63 LP2A-61 LP2A-62 LP2A-59 LP2A-59 LP2A-59 LP2A-59 LP2A-59 LP2A-63 LP2A-59 LP2A-64 LP2A-65 LP2A-65 LP2A-65 LP2A-65 LP2A-66 LP2A-66 LP2A-66 LP2A-66 LP2A-66 LP2A-65 1 LP2A-60 10 10 10 10 10 WP WP WP WP WP WP TP LP2A-32 TP LP2A-33 AC GFI TP LP1B-47 LP2B-74 LP2B-74 GFI LP2B-74 GFI LP2B-74 LP2B-75 LP2B-75 LP2B-75 LP2B-75 LP2A-67 GFI LP2A-66 10 LP2A-66 GFI GFI LP2B-74 LP2B-80 LP2B-80 LP2B-79 LP2B-79 LP2B-81 LP2B-80 LP2A-46 LP2A-1217 'VECP' 5 LP2A-39 5 5 18 18 18 19 LP2A-68 LP2A-42 LP2A-70 LP2A-70 LP2A-70 LP2A-72 5 LP2A-74 LP2A-78 20RP2A-13 20 RP2A-13 20 RP2A-13 20 RP2A-13 AE DESIGN Integrated Lighting and Electrical Solutions 1900 Wazee Street #350 Denver, CO 80202 303.296.3034 aedesign-inc.com SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET Project #: 3256.00 10-31-2016 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 1 1 : 1 6 : 4 3 A M C: \ U s e r s \ t k i e l t y \ D o c u m e n t s \ 3 2 5 6 . 0 0 - E V C C E l e c C e n t ra l _ t k i e l t y @ a e d e s i g n - i n c . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R VRP, ESN TPK, KM 10-31-2016 16003 ELECTRICAL POWER PLAN - UPPER LEVEL - SOUTH E104 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O GENERAL NOTES A NORTH 1/8" = 1'-0"1 UPPER LEVEL POWER PLAN - SOUTH KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 1 PROVIDE 120V, 30A/1P RECEPTACLE FOR POOL VACUUM. PROVIDE HINGED WATER-PROOF COVER AND GASKETED FACEPLATE SUITABLE FOR INTENDED USE IN NATATORIUM ENVIRONMENT. CONNECT WITH 2#10, 1#10G, 3/4"C AND PROVIDE GFCI CIRCUIT BREAKER AT PANEL. COORDINATE EXACT CONNECTION REQUIREMENTS WITH APPROVED SHOP DRAWINGS AND VERIFY EXACT LOCATION WITH POOL CONTRACTOR AND ARCHITECT PRIOR TO ROUGH-IN. 2 JUNCTION BOX FOR 120V POWER CONNECTION TO MOTORIZED AUTOMATED ACCESS DOOR OPERATOR. EC SHALL MAKE ALL NECESSARY INTERCONNECTIONS BETWEEN JUNCTION BOX, OPERATOR MOTOR, AND PUSH PAD LOCATIONS PER MANUFACTURER'S REQUIREMENTS. COORDINATE EXACT LOCATIONS WITH APPROVED EQUIPMENT SHOP DRAWINGS. 3 JUNCTION BOX FOR 120V POWER CONNECTION TO MOTORIZED AUTOMATED ACCESS DOOR OPERATOR. EC SHALL MAKE ALL NECESSARY INTERCONNECTIONS BETWEEN JUNCTION BOX, SECURITY SYSTEM, OPERATOR MOTOR, AND PUSH PAD LOCATIONS PER MANUFACTURER'S REQUIREMENTS. COORDINATE EXACT LOCATIONS WITH APPROVED EQUIPMENT SHOP DRAWINGS AND SECURITY SYSTEM INSTALLER. 4 WALL MOUNTED JUNCTION BOX FOR 208V, 20A POWER CONNECTION TO HAIR DRYER, COORDINATE EXACT LOCATION AND CONNECTION REQUIREMENTS WITH ARCHITECT PRIOR TO ROUGH-IN. 5 WALL MOUNTED JUNCTION BOX FOR 120V, 20A CONNECTION TO ELECTRIC HAND DRYER. EC SHALL COORDINATE EXACT LOCATION, HEIGHT, AND ELECTRICAL REQUIREMENTS WITH ARCHITECTURAL ELEVATIONS AND APPROVED SHOP DRAWINGS PRIOR TO ROUGH IN. 6 ALL RECEPTACLES LOCATED IN THE CHILDWATCH AREA BELOW 5'-0" SHALL BE TAMPER PROOF. REFER TO DIVISION 26 SPECIFICATIONS FOR MORE INFORMATION. 7 WALL MOUNTED JUNCTION BOX FOR 120V, 20A POWER CONNECTION TO SUIT SPINNER. EC SHALL COORDINATE EXACT LOCATION AND CONNECTION REQUIREMENTS WITH APPROVED SHOP DRAWINGS PRIOR TO ROUGH-IN. 8 LOCATION OF EMERGENCY 'EPO' SWITCHES FOR SHUT DOWN OF POOL PUMP SYSTEMS AS SET FORTH IN POOL ENGINEERING DRAWINGS. 9 WALL MOUNTED RECESSED JUNCTION BOX WITH 3/4"C FOR INSTALLATION OF MOTORIZED ASSIST PUSH PAD DEVICE INSTALLATION. COORDINATE EXACT LOCATION AND CONNECTION REQUIREMENTS WITH APPROVED SHOP DRAWINGS PRIOR TO ROUGH-IN. 10 EC SHALL UTILIZE EXISTING LOCATION FOR NEW SPEAKER STROBE. UTILIZE EXISTING CONDUITS TO AVOID SURFACE MOUNTED CONDUITS. 11 EC SHALL PROVIDE START/STOP SWITCH WITH INTEGRAL INDICATOR LIGHT FOR PUMP INDICATED. DO NOT USE SWITCHES THAT NEED TO BE HELD DOWN TO START THE VFD SLOW START CYCLE; SWITCHES SHOULD OPERATE BY MAKING CONTACT BEFORE THE CYCLE STARTS. ALL FACEPLATES SHALL BE PROVIDED WITH LABEL TO INDICATE THE PUMP CONTROLLED. EC SHALL REFER TO POOL DRAWINGS FOR SCHEMATIC INTERLOCK DIAGRAM. 12 EC SHALL PROVIDE START/STOP SWITCH WITH INTEGRAL INDICATOR LIGHT FOR PUMP INDICATED, PER ALTERNATE #4. ALL FACEPLATES SHALL BE PROVIDED WITH LABEL TO INDICATE THE PUMP CONTROLLED. EC SHALL REFER TO POOL DRAWING 13 PROVIDE 120V, 10A POWER FOR SECURITY SYSTEM DOOR HOLD. REFER TO SECURITY DRAWINGS FOR ADDITIONAL INFORMATION. 14 EPO LOCATION FOR ALTERNATE WATER SLIDE PER ALTERNATE #4. IF ALTERNATE IS ACCEPTED, FIELD COORDIATE EXACT LOCATION. IF ALTERNATE IS NOT ACCECPTED, PROVIDE EMPTY CONDUIT FROM LOCATION INDICATED BACK TO STUB OUT ABOVE ENTRY DOOR WITHIN THE POOL MECHANICAL ROOM. 15 FUTURE SPA EPO LOCATION. PROVIDE JUNCTION BOX AND EMPTY 3/4" CONDUIT FROM LOCATION INDICATED BACK TO STUB OUT ABOVE ENTRY DOOR WITHIN THE POOL MECHANICAL ROOM. 16 FUTURE SPA TIME SWITCH LOCATION. PROVIDE JUNCTION BOX AND EMPTY 3/4" CONDUIT FROM LOCATION INDICATED BACK TO STUB OUT ABOVE ENTRY DOOR WITHIN THE POOL MECHANICAL ROOM. 17 PROVIDE 120V CONNECTION FOR TEMPERATURE CONTROL PANEL. RE: MECHANICAL FOR ADDITIONAL INFORMATION. 18 JUNCTION BOX LOCATED ABOVE CEILING FOR 120V POWER CONNECTION TO FIRE ACCORDIAN DOOR SYSTEM. EC SHALL COORDINATE EXACT LOCATION AND FIRE ALARM SYSTEM CONNECTION REQUIREMENTS WITH APPROVED MANUFACTURER'S SHOP DRAWING PRIOR TO ROUGH-IN. 19 JUNCTION BOX LOCATED ABOVE ACCESSIBLE CEILING PLANE FOR 120V POWER CONNECTION TO VAV CONTROLS TRANSFORMER. EC SHALL COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. 20 LOCATION OF FLUSH MOUNTED, CORROSION RESISTANT, JUNCTION BOX LISTED FOR POOL USE, AND LOCATED INSIDE WALL RECESS WITH ACCESS PANEL FOR CONNECTION TO UNDERWATER OF POOL WET NICHE CONDUIT/FIXTURE. JUNCTION BOX SHALL BE LOCATED A MINIMUM OF 18" ABOVE THE ASSOCIATED DECK LEVEL. INSTALLATION SHALL COMPLY WITH ALL REQUIREMENTS OF NEC ARTICLE #680. EC SHALL REFER TO AUDIO VISUAL AND SECURITY SYSTEMS DRAWINGS FOR ADDITIONAL EC PROVIDED AND INSTALLED CONDUIT, WIRING, AND CIRCUITING. EF 9 EF 1 EF 2 EF 4 EF 6 RTU 2 EF 10 EF 12 RTU 1 MAU 1 DSCU 1 RTU 3 PDU 1A EF 5 EF 11 J CLG J CLG J CLG J CLG EF 15 EF 14 PDU 2 EF 17 E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 EA EB EC ED EE EF 2 A B Q 9 10 EG EH 1 LL P MM 3 4 6 7 A1 A4 AB A5 8 AE AD M.6 AH AC C D E F G K N A2 A3 AG AF AA 6.4 NJ A.1 H J J.3 12 5 5 GFI WP GFI WP GFI WP GFI WP GFI WP GFI WP GFI WP GFI WP GFI WP GFI WP GFI WP GFI WP GFI WP GFI WP 1 1 GFI WP LP2B-11 2 3 4 5 1 1 LP2B-13 LP2B-12 LP2B-13 LP2B-14 LP2B-13 LP2B-14 LP2B-14 LP2B-14 LP2A-24 LP2A-24 LP2A-22LP2A-24 LP2A-23 LP2A-21 LP2A-23 LP2A-24 LP2A-23LP2A-23 LP2A-24 GFI WP LP2A-24 GFI WP AE DESIGN Integrated Lighting and Electrical Solutions 1900 Wazee Street #350 Denver, CO 80202 303.296.3034 aedesign-inc.com SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET Project #: 3256.00 10-31-2016 1/16" = 1'-0" 10 / 3 1 / 2 0 1 6 1 1 : 1 7 : 0 2 A M C: \ U s e r s \ t k i e l t y \ D o c u m e n t s \ 3 2 5 6 . 0 0 - E V C C E l e c C e n t ra l _ t k i e l t y @ a e d e s i g n - i n c . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R VRP, ESN TPK, KM 10-31-2016 16003 ELECTRICAL ROOF PLAN E105 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O NORTH 1/16" = 1'-0"1 ROOF POWER PLAN GENERAL NOTES A EC SHALL REFER TO AUDIO VISUAL AND SECURITY SYSTEMS DRAWINGS FOR ADDITIONAL EC PROVIDED AND INSTALLED CONDUIT, WIRING, AND CIRCUITING. KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 1 EC SHALL ROUTE HEATTRACE CABLE WITHIN GUTTER FOR LENGTHS AS INDICATED. 2 EC SHALL PROVIDE 120V, 1PH JUNCTION BOX AND HEATTRACE ALONG GUTTER AND DOWNSPPOUTS. REFER TO PLUMBING DRAWINGS FOR SPECIFICATIONS AND LOCATIONS. TOTAL 146 LF RUN INCLUDING DOWNSPOUTS. 1,460 WATTS TOTAL. PROVIDE 2"12, 1#12G, 3/4" C TO JUNCTION BOX. 3 EC SHALL PROVIDE 120V, 1PH JUNCTION BOX AND HEATTRACE ALONG GUTTER AND DOWNSPPOUTS. REFER TO PLUMBING DRAWINGS FOR SPECIFICATIONS AND LOCATIONS. TOTAL 20 LF RUN INCLUDING DOWNSPOUTS. 200 WATTS TOTAL. PROVIDE 2"12, 1#12G, 3/4" C TO JUNCTION BOX. 4 EC SHALL PROVIDE 120V, 1PH JUNCTION BOX AND HEATTRACE ALONG GUTTER AND DOWNSPPOUTS. REFER TO PLUMBING DRAWINGS FOR SPECIFICATIONS AND LOCATIONS. TOTAL 40 LF RUN INCLUDING DOWNSPOUTS. 400 WATTS TOTAL. PROVIDE 2"12, 1#12G, 3/4" C TO JUNCTION BOX. 5 EC SHALL PROVIDE 120V, 1PH JUNCTION BOX AND HEATTRACE ALONG GUTTER AND DOWNSPPOUTS. REFER TO PLUMBING DRAWINGS FOR SPECIFICATIONS AND LOCATIONS. TOTAL 35 LF RUN INCLUDING DOWNSPOUTS. 350 WATTS TOTAL. PROVIDE 2"12, 1#12G, 3/4" C TO JUNCTION BOX. TT SE 1,2 CP 1 CP 2LAP 2 LAP 1 SLCP 1 LCP 1 LH 1 SCP 1 SJP 1SH 1 CCS 2 CCS 1 FC 1 AP 1 CC 2 CH 1 CH 2 J J CC 1 AC 1 SJB 1 FC 2 CCEB 1 CCEB 2 AP 2 J CCBP 1 CCBP 2 T EF 13 KH 1 KE-1 KE-2 KE-3.1 KE-3.2 KE-4.1 KE-5 E3 E4 E5 E6 2 Q EH 1 NJ 'LA2A' 'HA2A' 'HM2A' 'TPA' SUSP 'TAA' PAD MOUNTED 'FACP' 'MDC' GFI POOL MECH 253 ELEC 254 GFI 'MSD' 1 1 GFI GFI GFI 'RP2A' 2 'LP2A' LA2A-14 LA2A-13 LA2A-13 LA2A-13 LA2A-10 LA2A-10 LA2A-13 LA2A-13 LP2A-1LP2A-2 COMMUNITY KITCHEN 142 'T1K' SUSPENDED 'LK1B' LK1B-17 AC GFI LK1B-17 AC GFI LK1B-17 GFI LK1B-16 AC GFI LK1B-15 AC GFI LK1B-14 AC GFI LK1B-11 AC GFI LK1B-6 AC GFI LK1B-5 AC GFI LK1B-4 AC GFI MW LK1B-3 AC GFI LK1B-1 AC GFI DED 3 4 4 AE DESIGN Integrated Lighting and Electrical Solutions 1900 Wazee Street #350 Denver, CO 80202 303.296.3034 aedesign-inc.com SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET Project #: 3256.00 12-13-16 BULLETIN NO. 4 1/4" = 1'-0" 12 / 1 4 / 2 0 1 6 9 : 5 1 : 3 5 A M C: \ U s e r s \ k m e n y h a r t \ D o c u m e n t s \ 3 2 5 6 . 0 0 - E V C C E l e c C e nt r a l _ k m e n y h a r t @ a e d e s i g n - i n c . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R VRP, ESN TPK, KM 10-31-2016 16003 ELECTRICAL ENLARGED POWER PLANS E106 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/4" = 1'-0"1 UPPER LEVEL ENLARGED POWER PLAN - POOL MECH GENERAL NOTES A KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 1 PROVIDE 120V, 20-AMP POWER CONNECTION FOR AUTO-FILL CONTROLLER. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH POOL CONTRACTOR PRIOR TO ROUGH-IN. LOW-VOLTAGE WIRING AND CONNECTIONS SHALL BE BY POOL CONTRACTOR. COORDINATE ALL CONDUIT ROUTING AS REQUIRED. 2 PROVIDE 120V CONNECTION FOR SE-1 AND SE-2 CONTROL PANEL. COORDINATE EXACT LOCATION AND POWER REQUIREMENTS WITH APPROVED PLUMBING PLANS. RE: PLUMBING FOR ADDITIONAL INFORMATION. 3 PROVIDE JUNCTION BOX AND 3/4" CONDUIT TO FIRE SUPPRESSION SYSTEM CONTROL PANEL FOR PULL STATION. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH APPROVED FIRE SUPRESSION SYSTEM SHOP DRAWINGS. 4 PROVIDE SHUNT TRIP CONNECTION, 120V, FOR GAS SOLENOID VALVE FROM FIRE SUPPRESSION SYSTEM CONTROL PANEL. COORDINATE LOCATION OF GAS SOLENOID VALVE IN FIELD. EC SHALL REFER TO AUDIO VISUAL AND SECURITY SYSTEMS DRAWINGS FOR ADDITIONAL EC PROVIDED AND INSTALLED CONDUIT, WIRING, AND CIRCUITING. 1/4" = 1'-0"2 LOWER LEVEl COMMUNITY KITCHEN ENLARGED VIEW 4 DN DN VS S OSC 3 3 VS S OSC 33 VS S VS S D OSC OSC D D D OSC K K OSC OSC VS S 3 VS S VS S WS 2 T RC D D O SC 3 3 3 VS S D RC RC 3 3 OSC RC W S3 WS4 W S5 TS1 TS1 TS1 RC RC RC OSC OSC OSC OSC OS C O SC A B 9 10 L 3 4 6 7 A1 A4 AB A5 8 AE AD AH AC C D E F G K A2 A3 AG AF AA 7.96.4 A.1 B.7 H J J.3 12 5 MP GROUP EX 124 STRENGTH 123 HITTING 122 JR GOLF 121 STAIR 120 RECV & STOR 115 ELEV 117 MEN 110 WOMEN 111 P&R DIRECTOR 108 ELEC 109 STAFF 107 GAMES 106 GYM 131 WOMEN 104 MEN 105 LOUNGE 102 VEST 101 KITCHEN 112 CLASSROOM 114 STOR 113 COMMUNITY 141 STORAGE 143 EMP ENTRY 103 EXIT STAIR S10 GYM STORAGE 132 COMMUNITY KITCHEN 142 STORAGE 118 D1EM D1EM F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 R2 L2 R2 R2 R1 R1 R1 R1 F1 F1 D1 D1EM D1 D1 D1 D1EM D1 D1 F1 F1 F1 F1 F1 D1 RP1B-6 D1EM RP1B-6 D1 RP1B-6 D1 RP1B-6 D1EM RP1B-6 D1 RP1B-6 D1 RP1B-6 D1EM RP1B-6 D1 RP1B-6 D1 RP1B-6 D1EM RP1B-6 D1 RP1B-6 D1 RP1B-6 D1 RP1B-6 D1EM RP1B-6 D1 RP1B-6 D1 RP1B-6 D1EM RP1B-6 D1EM RP1B-6 D1EM RP1B-6 D1 RP1B-6 D1EM RP1B-6 D1 RP1B-6 D1EM RP1B-6 D1 RP1B-6 bD1 bD1 bD1 bD1 aL1A cT1 cT1 aL1B aL1A aL1BaL1B aL1A R22 RP1B-5 R22EM RP1B-5 R22 RP1B-5 R22EM RP1B-5 R22 RP1B-5 P3 RP1B-5 P3 RP1B-5 P3EM RP1B-5 P3 RP1B-5 P3EM RP1B-5 R22EM RP1B-5 R22EM RP1B-5 P3 RP1B-5 P3 RP1B-5 P3EM RP1B-5 P3 RP1B-5 P3 RP1B-5 R9 R9 R9 P1 RP1B-1 P1EM RP1B-1 P1 RP1B-1 P1EM RP1B-1 D1 RP1B-1 D1 RP1B-1 D1EM RP1B-1 D1 RP1B-1 R1 R1R1 R1 R1 W3EM RP2B-12 X1 X1 X2 X2 X1 X1 X1 P1 P1 P1 P1 X1 X2 P5 RP1B-3 P5 RP1B-3 P5 RP1B-3 P5 RP1B-3 P5 RP1B-3 D1 RP1B-1 D1EM RP1B-1 D1 RP1B-1D1 RP1B-1 X1 L2 W1W1 P6 RP1B-1 P6 RP1B-1 P6 RP1B-1 D1 D1 RG1 W2 W2 W2 W2 RG10 RG14 RG8 RG14 R2 R2 P1 P1 P1 P1 P6 RP1B-1 P6 RP1B-1 P6 RP1B-1 P6 RP1B-1 P6 RP1B-1 P1 RP1B-1 P1EM RP1B-1 11'-6" AFF P1 RP1B-1 P1 RP1B-1 P1EM RP1B-1 P1 RP1B-1 P6 RP1B-1 P6 RP1B-1 P1EM RP1B-1 P1 RP1B-1 P1EM RP1B-1 D1 RP1B-1 C1 RP1B-4 C1 RM1 RP1B-2 RM2 RP1B-2 RM2 RP1B-2 RM2 RP1B-2 RM1 RP1B-2 R1 D1 RP1B-1 D1EM RP2B-12 P1 RP2B-12 P1EM RP2B-12 EW3EM RP1B-7 9'-6" EW3EM RP1B-7 9'-6" UC1 D1EM RP1B-1 D1 RP1B-1 D1 RP1B-1 aD1 aD1 aD1 aD1 aD1 bD1 bD1 bD1 bD1 bD1 F1 C2 j C3 f C4 c P8 eD5 d D5EM d D5 d D5 a D5 a D5EM a D5 a D5 a D5 a D5 a D5EM a D5 a D5 a P9 b P9 b D2 d D2 d D2 d D2 a D2 a D2 a D5 g D5EM g D5 g D6 g D6EM g D6 g D6 g D6 g D6 g D2 g D2 g D2 g R9 R9 R9 R9 R9 R9 D1 X1 X1 X1F1 EST1 RP1B-7 EST1 RP1B-7 EST1 RP1B-7 EST1 RP1B-7 EP1 EP1 EP1EM EP1 EP1EM EP1 P1EM RP1B-1 P1EM RP1B-1 L4 RP1B-1 L4 RP1B-1 EW3EM RP1B-7 EW2 RP1B-7 F1 HL1B- 12 a HL1B- 12 bHL1B- 14 a HL1B- 14 b HL1B- 14 c RCD3 a,b,c a,b F1 VSC1 RCD1 VSC2 VSC1 RCD1 VS1 (TYP.) VSC1 OSC2 OSC2 LVKS (TYP.) RCD4 RCD4 RCD4 VSC4 VSC4 VSC4 TS RCD2 VSC1 D1EM RP1B-1 D1EM RP1B-5 D1 RP1B-5 D1 RP1B-5 D1 RP1B-5 P9 h P9 h HL1B- 8 HL1B- 8 HL1B- 8 HL1B- 8 HL1B- 10 HL1B- 10 HL1B- 10 HL1B- 11 HL1B- 11 HL1B- 11 HL1B- 11 HL1B- 11 LP1B- 77 LP1B- 77 LP1B- 77 LP1B- 77 HL1B- 12 HL1B- 12 HL1B- 14 VSC1 VSC1 HL1B- 11 D5 d D5 d D5 d D5 d D5EM d D5 d D5 d D5 g D5 g D5 g D5 g D5EM g D5 g D5 g D6 d D6EM d D6 d D6 d D6 a D6EM a D6 a D6 a D6 a D6 a a,b,c d,e,f g,h,j EW3EM RP1B-7 9'-6" P3 RP1B-5 P3EM RP1B-5 P3 RP1B-5 DAYLIGHT ZONE 63W DAYLIGHT ZONE 63W DAYLIGHT ZONE 42W DAYLIGHT ZONE 42W DAYLIGHT ZONE 132W DAYLIGHT ZONE 111W DAYLIGHT ZONE 30W bD1 D1 D1 VSC2 LP1B- 75 VSC2 AE DESIGN Integrated Lighting and Electrical Solutions 1900 Wazee Street #350 Denver, CO 80202 303.296.3034 aedesign-inc.com SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET Project #: 3256.00 10-31-2016 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 1 1 : 1 7 : 2 7 A M C: \ U s e r s \ t k i e l t y \ D o c u m e n t s \ 3 2 5 6 . 0 0 - E V C C E l e c C e n t ra l _ t k i e l t y @ a e d e s i g n - i n c . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R VRP, ESN TPK, KM 10-31-2016 16003 ELECTRICAL LIGHTING PLAN - LOWER LEVEL E112 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O GENERAL NOTES A ALL FIXTURES WITH HATCHING AND/OR DESIGNATED AS 'EM' SHALL BE PROVIDED WITH INTEGRAL BATTERY BACKUP. BATTERY SHALL ENGAGE ONLY AFTER COMPLETE LOSS OF POWER TO THE CIRCUIT. B CIRCUIT ALL EMERGENCY LIGHTING AND EXIT SIGNS TO NEAREST LINE VOLTAGE CIRCUIT, AHEAD OF ALL SWITCH LEGS. UNLESS OTHERWISE NOTED, ALL CIRCUIT NUMBER INDICATED ON THIS SHEET SHALL REFER TO CIRCUIT ORIGINATING IN PANELBOARDS OR RELAY PANELS BASED ON THE FOLLOWING CONVENTION, (THIS SHEET ONLY): TBD-# = CIRCUIT TO 'TBD' C REFER TO LIGHTING CONTROLS SCHEDULES AND DIAGRAMS, SHEET E402 & E403, FOR MORE INFORMATION. D KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 1/8" = 1'-0"1 LOWER LEVEL LIGHTING PLAN VS S VS S VS S VS S VS S VS S O SC VS S VS S T DD VS S K K O SC O SC OSC D VS S VS S RC RC WS1 WS6 O SC A B 9 10 L 3 4 6 7 A1 A4 AB A5 8 AE AD AH AC C D E F G K A2 A3 AG AF 7.96.4 A.1 B.7 H J J.3 5 M/P GROUP EX 262 ST. 263 CARDIO 261 LOBBY 202 MEN 203 WOMEN 204 DESK STAFF 272 IT 274 LAN 276 ELEC 282 COPY 278 WATER & FIRE ENTRY 273 CONFERENCE 275 MARKET 277 ASST 279 EXEC DIR 281 HR 283 FACILITY DIR 285 FINANCE 287 TEMP 284 EXIT STAIR S10 bD1 bD1 bD1 aL2 bD1 bD1 bD1 bD1 F1 F1 F1 R1 R1 R1 R1 R9 R9 R1 R1 D4 RP2B-2 D1EM RP2B-2 R2EM RP2B-1 R2 RP2B-1 R2EM RP2B-1 R2 RP2B-1 R2EM RP2B-1 R2 RP2B-1 R2EM RP2B-1 R2 RP2B-1 R2 RP2B-1 D1 D1EM D1 D1EM D1 H1EM RP2B-7 H1 RP2B-6 H1 RP2B-6 H1 RP2B-6 H1 RP2B-6 H1EM RP2B-7 H1 RP2B-6 H1 RP2B-6 H1 RP2B-6 H1EM RP2B-7 H1EM RP2B-9 H1 RP2B-8 H1 RP2B-8 H1EM RP2B-9 H1EM RP2B-9 H1 RP2B-8 H1 RP2B-8 H1 RP2B-8 H1 RP2B-8 H1 RP2B-8 R9 F1 R2 R2 R2 R2 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 P3 RP2B-5 P3EM RP2B-5 P3 RP2B-5 P3 RP2B-5 P3 RP2B-5 P3 RP2B-5 P3 RP2B-5 P3 RP2B-5 P3 RP2B-5 P3 RP2B-5 P3EM RP2B-5 P3 RP2B-5 P3 RP2B-5 P3 RP2B-5 P3EM RP2B-5 P3 RP2B-5 P3 RP2B-5 P3 RP2B-5 P3EM RP2B-5 P3 RP2B-5 P3 RP2B-5 P3 RP2B-5 P3 RP2B-5 P3 RP2B-5 P3EM RP2B-5 P3 RP2B-5 P3 RP2B-5 P3 RP2B-5 P3 RP2B-5 P3 RP2B-5 P3 RP2B-5 P3 RP2B-5 P3EM RP2B-5 P3 RP2B-5 P3EM RP2B-5 P3 RP2B-5 P3 RP2B-5 P3 RP2B-5 W3EM RP2B-12 W3EM RP2B-12 X1 X1 X1 X1 D1 R9 D1 RP2B-2 D1 RP2B-2 D1 RP2B-2 D1EM RP2B-2 D1 RP2B-2 D1 RP2B-2 P1EM RP2B-12 P1 RP2B-12 R20EM RP2B-10 R20 RP2B-10 R20 RP2B-10 RG8 RG8 RG6 RG6 W2 P5 RP2B-3 P5 RP2B-3P5 RP2B-3 C1 P1EM RP2B-2 P1 RP2B-2 P1 RP2B-2 R16A R16A R13A R13A R16A R20 R20 R15A R15EM RP2B-10 W2 UC1 P1 RP2B-5 X1 ST. 263a a b CF1 R13A CF1 CF1 CF1 1 a,b VSC1 RCD1 LVKS (TYP.) RCD2 VSC2 VS1 (TYP.) TS OSC2 OSC2 VSC1 a,bHL2B- 2 HL2B- 2 HL2B- 2 HL2B- 2 HL2B- 2 HL2B- 2 HL2B- 2 HL2B- 2 HL2B- 2 HL2B- 2 HL2B- 2 HL2B- 2 HL2B- 2 HL2B- 2 LP2B- 3 LP2B- 3 LVD1 (TYP.) HL2B- 12 HL2B- 12 HL2B- 12 DAYLIGHT ZONE 59W DAYLIGHT ZONE 59W DAYLIGHT ZONE 59W DAYLIGHT ZONE 45W DAYLIGHT ZONE 50W DAYLIGHT ZONE 100W DAYLIGHT ZONE 50W DAYLIGHT ZONE 50W DAYLIGHT ZONE 50W T2 RP2B-13 T2 RP2B-13 LP2B- 5 LP1B-75 AE DESIGN Integrated Lighting and Electrical Solutions 1900 Wazee Street #350 Denver, CO 80202 303.296.3034 aedesign-inc.com SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET Project #: 3256.00 10-31-2016 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 1 1 : 1 7 : 4 8 A M C: \ U s e r s \ t k i e l t y \ D o c u m e n t s \ 3 2 5 6 . 0 0 - E V C C E l e c C e n t ra l _ t k i e l t y @ a e d e s i g n - i n c . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R VRP, ESN TPK, KM 10-31-2016 16003 ELECTRICAL LIGHTING PLAN - UPPER LEVEL - NORTH E113 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/8" = 1'-0"1 UPPER LEVEL LIGHTING PLAN - NORTH GENERAL NOTES A ALL FIXTURES WITH HATCHING AND/OR DESIGNATED AS 'EM' SHALL BE PROVIDED WITH INTEGRAL BATTERY BACKUP. BATTERY SHALL ENGAGE ONLY AFTER COMPLETE LOSS OF POWER TO THE CIRCUIT. B CIRCUIT ALL EMERGENCY LIGHTING AND EXIT SIGNS TO NEAREST LINE VOLTAGE CIRCUIT, AHEAD OF ALL SWITCH LEGS. UNLESS OTHERWISE NOTED, ALL CIRCUIT NUMBER INDICATED ON THIS SHEET SHALL REFER TO CIRCUIT ORIGINATING IN PANELBOARDS OR RELAY PANELS BASED ON THE FOLLOWING CONVENTION, (THIS SHEET ONLY): TBD-# = CIRCUIT TO 'TBD' C REFER TO LIGHTING CONTROLS SCHEDULES AND DIAGRAMS, SHEET E402 & E403, FOR MORE INFORMATION. D KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 1 SPEED CONTROL FOR FANS IN LOCATION INDICATED. ALL FANS TO BE CONTROLLED SIMULTANEOUSLY. SPEED WALL CONTROLLER SPECIFICATION HAS BEEN PROVIDED AS PART OF THE LIGHTING FIXTURE SPECIFICATION, REFER THE LIGHTING FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION. 3 OSC OS S OSC 3 3 3 K K K K OSC 3 3 D OSC K K OSC OSC OSC OSC OSC OSC OSC OSC VSS VS S OSC OSC OSC OSC OSC OSC OSCOSC OSC VS S VS S OSC OSC D D D D RC RC PC PC OSC OSC OSC OSC K K WS6 WS 7 RC PC PC E14 EB EC ED EE EF 2 Q 9 10 10 EH 1 L P M 3 4 6 7 A4 A5 8 M.6 AH N 7.96.4 NJ 5 EW3EM EW3EM EW3EM RP2A-12 EW2 RP2A-11EW3EM RP2A-12 EW3EM RP2A-12 KID WATCH 288 INDOOR PLAY 205 OFFICE 206 KIDS T 207 JAN 229 M. TOILETS 233 W. SHOWERS 222 W. TOILETS 223 ACR3 216CHG 215 ACR2 214 FAM CHANGING 212 ACR1 213 PARTY 211 LOBBY 202 VESTIBULE 201 CIRC 259 W. LOCKERS 221 GUARDS 258 POOL OFFICE 256 GUARD CHG 257POOL STORAGE 255 POOL MECH 253 ELEC 254 EXIST CHEM A115 EXIST POOL EQUIP A114 EXIST POOL MECH A112 EXIST LAUNDRY A111 EXIST ELEC A113 FOYER A101 MECHANICAL A102 M. SHOWERS 232 POOL STORAGE A108 EXIST NATATORIUM A110 EXIST POOL DECK A109 W. TEAM LOCKERS A106 M. TEAM LOCKER A107 ACTIVITY POOL 001 ISLAND 265 ALT WATER SLIDE 002 M. LOCKERS 231 R1 R1 R1 R1D3 D1 D1 W1 W4 RP2A-10 W4 RP2A-10 W4 RP2A-10 F3 bR2 bR2 bR2bR2 bR2 bR2 aP4 aP4 aP4 aP4 aP4 aP4 aP4 aP4 aP4 aP4 R6R8 R5 R3 R4 R7 R4 R6 R5 F1 F1 F1 W4 RP2A-10 W4 RP2A-10 W4 RP2A-10 D3 D3D3D3 H2 b H2EM RP2A-2 H2 RP2A-2 H2 RP2A-2 H2 RP2A-2 H2EM RP2A-2 H2 RP2A-2 H2 RP2A-1 H2 RP2A-1 H2 RP2A-1 H2EM RP2A-1 H2 RP2A-1 H2 RP2A-1H2 a H2 b H2EM RP2A-3 H2 RP2A-3 H2 RP2A-3 H2 a H2 RP2A-2 H2EM RP2A-2 H2 RP2A-2 H2 RP2A-2 R14 R12 R13EMR13 R14R12 R13R13EM R13EM R12R14 R13 R13EM R11 R12 R13EM R11 R13EM R13EM R11 R11 R11 R2 RP2B-2 R2 RP2B-2 X1 X1 X1 X1 D3 X1 X1 RG10 RG6 RG4 D1 D1 R1 D1EM X1 D1 D1 D1EM D1EM D1 D1EM D1 X1 D3 D3 D3 D3 D3 D3 D3 D3 D1 D1EM D1 RG87RG15 R12 R12EM RG6 RG6 D3 D3 D1 D1EMD1 D3D1 D1EM RG15 D1 D1EM D1 D1 D1 D1EM 1 1 1 1 1 1 1 P7 RP2B-11 P7 RP2B-11 P7 RP2B-11 P1 RP2B-2 19'-6" P1 RP2B-2 22'-0" P1 RP2B-2 22'-0" P1 RP2B-2 22'-0" P1 RP2B-2 22'-0" P1EM RP2B-2 22'-0" P1EM RP2B-2 21'-0" P1 RP2B-2 21'-0" P1 RP2B-2 21'-0"P1 RP2B-2 21'-0" P1EM RP2B-2 19'-6" P1 RP2B-2 19'-6" P1 RP2B-2 19'-6" P1 RP2B-2 22'-0" P1 RP2B-2 22'-0" D1 RP2B-2 D1 RP2B-2 D1 RP2B-2 D1EM RP2B-2 D1 RP2B-2 D1 RP2B-2 R12EM R14 R12EMR11R11R10 R12 R11 R13EM R11 R13 R10 R11 R10 R11 R12 VESTIBULE A104 EXIST POOL DECK A109 M. LOCKERS 2 A103 RG12 D1EM D1 D1EM D1 D1EM D1EMD3 D3 D3 D3 D1EM D1 D1EM D1 D1EM D1 D3D3 D3D3 R15R14R13EM R12 R12 R11 R10 R13EM R11R11 RG8 RG14 F2 F2 F2 F2 P1 RP2A-10 P1EM RP2A-10 P1 RP2A-10 X1 X1D7EM RP2A-10D7 RP2A-10 D7 RP2A-10 X1 F1 F3 F3 F3 R1 R1 F1 F1 W1 D1 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 RG15 W2 W2 W2 R12 R14 R12EM R16 W2 D3 D1EM W1 W1 D1EM D3 D1 D1 D1EM D3 W1 D1 D1 D1 C1 Y1 Y1 D1 H2 RP2A-2 H2 RP2A-1 H2EM RP2A-1 D7 RP2A-2 D7 RP2A-2 HL2B- 13 a HL2B- 13 b HL2B- 13 a HL2B- 13 b a,b RCD2 RCD1 VS1 (TYP.) LVD1 (TYP.) LVKS (TYP.) VSC1 VSC3 OSC3 OSC2 PC1 OSC3 OSC2 OSC2 OSC2 OSC2 OSC2 OSC2 OSC2 OSC2 OSC2 VSC2 OSC2 OSC2 OSC2 OSC3 VSC2 VSC1 D1 RP2B-2 D1 RP2B-2 D1 RP2B-2 HL2B- 13 LP2A- 35 HL2B- 18 LP2A- 35 LP2A- 35LP2A- 77 LP2A- 77 LP2A- 77 LP2A- 77 LP2A- 77 X1 X1 X1 a,b RCD2 HL2B- 17 D1 EW2EM RP2A-11 EW2 RP2A-11 EW3EM DAYLIGHT ZONE 356W DAYLIGHT ZONE 356W DAYLIGHT ZONE 31W DAYLIGHT ZONE 45W DAYLIGHT ZONE 30W Y1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1D1 EW3EM 2 2 LVKS LP2A- 79 LP2A- 79 HL2B- 18HL2B- 18HL2B- 18 HL2B- 18 HL2B- 18 LP2A- 77 F3 F3 F3F3F3F3F3 2 3 AE DESIGN Integrated Lighting and Electrical Solutions 1900 Wazee Street #350 Denver, CO 80202 303.296.3034 aedesign-inc.com SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET Project #: 3256.00 10-31-2016 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 1 1 : 1 8 : 5 4 A M C: \ U s e r s \ t k i e l t y \ D o c u m e n t s \ 3 2 5 6 . 0 0 - E V C C E l e c C e n t ra l _ t k i e l t y @ a e d e s i g n - i n c . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R VRP, ESN TPK, KM 10-31-2016 16003 ELECTRICAL LIGHTING PLAN - UPPER LEVEL - SOUTH E114 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/8" = 1'-0"1 UPPER LEVEL LIGHTING PLAN - SOUTH GENERAL NOTES A ALL FIXTURES WITH HATCHING AND/OR DESIGNATED AS 'EM' SHALL BE PROVIDED WITH INTEGRAL BATTERY BACKUP. BATTERY SHALL ENGAGE ONLY AFTER COMPLETE LOSS OF POWER TO THE CIRCUIT. B CIRCUIT ALL EMERGENCY LIGHTING AND EXIT SIGNS TO NEAREST LINE VOLTAGE CIRCUIT, AHEAD OF ALL SWITCH LEGS. UNLESS OTHERWISE NOTED, ALL CIRCUIT NUMBER INDICATED ON THIS SHEET SHALL REFER TO CIRCUIT ORIGINATING IN PANELBOARDS OR RELAY PANELS BASED ON THE FOLLOWING CONVENTION, (THIS SHEET ONLY): TBD-# = CIRCUIT TO 'TBD' C REFER TO LIGHTING CONTROLS SCHEDULES AND DIAGRAMS, SHEET E402 & E403, FOR MORE INFORMATION. D KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 1 NO NEW WORK IN THIS AREA. EXISTING LIGHTING AND CONTROLS TO REMAIN. 2 EXISTING LIGHT TO BE REPLACED WITH NEW FIXTURE TYPE INDICATED, UTILIZE EXISTING WIRING AND CONTROLS. 3 LIGHTING ROOM CONTROLLER TO BE NETWORKED TO CENTRAL LIGHTING CONTROL SYSTEM RELAY PANEL TO ALLOW ALL CONTROLLER RELAYS/ZONES TO BE CONTROLLED WITH NATATORIUM LIGHTING (RELAY RP1A-3) VIA WALLSTATION CONTROLS AND AUTOMATIC TIME-CLOCK. POINT F0 F1 F2 F3 F4 F5 F6 F7 F8 F9 F10 F11 F12 F13 F14 F15 F16 F17 F18 F19 F21 F22 F23 F24 F25 F26 F27 F28 F29 F30 F31 F32 F33 F34 F35 F36 F37 F38 F39 F40 LOCATION DESCRIPTION UTILITY XFMR MSD MDC (E)PEU (E)H1 (E)TL1 PRI (E)TL1 SEC (E)L1 (E)H2 (E)TL2 PRI (E)TL2 SEC (E)L2 HA2A TAA PRI TAA SEC LA2A TPA PRI TPA SEC LP2A HM2A HM2B HL2B T2B PRI T2B SEC LP2B TBT PRI TBT SEC LT2B RTU 1 RTU 2 RTU 3 ELEV 1 HM1B HL1B T1B PRI T1B SEC LP1B T1K PRI T1K SEC LK1B LENGTH (L) (ft) 130 15 170 85 5 0 5 85 5 0 5 5 10 0 18 10 0 22 20 260 250 15 0 5 28 0 10 180 160 165 225 285 300 10 0 5 20 0 5 VOLTAGE (EL-L) 480 480 480 480 480 208 208 480 480 208 208 480 480 208 208 480 208 208 480 480 480 480 208 208 480 208 208 480 480 480 480 480 480 480 208 208 480 208 208 VOLTAGE (EL-N) -- 277 277 277 277 277 120 120 277 277 120 120 277 277 120 120 277 120 120 277 277 277 277 120 120 277 120 120 277 277 277 277 277 277 277 120 120 277 120 120 PHASE 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 WIRE SIZE 500 500 2X 2X 6 1 1 1 6 1 1 3X 4 1X 1X 1 250 250 3X 4X 3X 2X 3X 3X 4 1X 1X 1X 2 2X 1X 4X 3X 2X 3X 3X 4 1X 1X CONDUCTOR MATERIAL COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER CONDUCTOR TYPE THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS THREE SINGLE CONDUCTORS CONDUIT MATERIAL NONMAGNETIC STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL VOLTAGE CLASS 600V 600V 600V 600V 600V 600V 600V 600V 600V 600V 600V 600V 600V 600V 600V 600V 600V 600V 600V 600V 600V 600V 600V 600V 600V 600V 600V 600V 600V 600V 600V 600V 600V 600V 600V 600V 600V 600V 600V C VALUE -- 26706 22185 10755 10755 2425 7292 7292 7292 2425 7292 7292 12843 3806 8924 8924 7292 16483 16483 12843 15082 12843 10755 12843 12843 3806 8924 8924 8924 5906 10755 8924 15082 12843 10755 12843 12843 3806 8924 8924 # OF PARALLEL RUNS -- 7 7 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 2 1 2 1 2 2 1 1 1 1 1 1 1 1 2 1 2 2 1 1 1 Isc AVAILABLE UPSTREAM -- 45,200 40,596 40,029 40,029 18,692 16,410 16,410 40,029 14,916 13,426 13,426 40,029 38,935 28,438 28,438 40,029 33,411 33,411 40,029 40,029 40,029 11,470 10,844 10,844 11,470 8,793 8,793 40,029 40,029 40,029 40,029 40,029 40,029 10,733 10,360 10,360 10,733 8,918 8,918 f L-L -- 0.11 0.01 2.28 1.14 0.14 0.00 0.09 1.68 0.11 0.00 0.08 0.03 0.37 0.00 0.48 0.20 0.00 0.37 0.11 2.49 1.41 0.06 0.00 0.02 0.30 0.00 0.08 2.91 3.91 2.22 3.64 2.73 1.69 0.04 0.00 0.02 0.20 0.00 0.04 M L-L -- 0.90 0.99 0.30 0.47 0.88 1.00 0.91 0.37 0.90 1.00 0.93 0.97 0.73 1.00 0.68 0.83 1.00 0.73 0.90 0.29 0.42 0.95 1.00 0.98 0.77 1.00 0.92 0.26 0.20 0.31 0.22 0.27 0.37 0.97 1.00 0.98 0.83 1.00 0.96 Isc AT EQUIP (I3ph) OR (IL-L) 45,200 40,596 40,029 12,193 18,692 16,410 16,410 15,004 14,916 13,426 13,426 12,470 38,935 28,438 28,438 19,245 33,411 33,411 24,364 35,983 11,470 16,639 10,844 10,844 10,656 8,793 8,793 8,126 10,229 8,148 12,447 8,624 10,733 14,898 10,360 10,360 10,189 8,918 8,918 8,562 POINT F0 F1 F2 F3 F4 F5 F6 F7 F8 F9 F10 F11 F12 F13 F14 F15 F16 F17 F18 F19 F21 F22 F23 F24 F25 F26 F27 F28 F29 F30 F31 F32 F33 F34 F35 F36 F37 F38 F39 F40 FAULT CURRENT CALCULATION SCHEDULE T X0 X1 2000N TO UTILITY PLATTE RIVER POWER AUTHORITY (PRPA) PAD MOUNTED UTILITY 2000 KVA TRANSFORMER (ACTUAL SIZE BASED UPON UTILITY DISCRESION) 277/480V, 3 PH, 4W MAIN DISTRIBUTION CENTER (MDC) 2000A, 277/480V, 3PH, 4-WIRE, NEMA 1, 65KAIC RATED M GFP 2000A/3P LSIG RE:2/E400 N G PRPA UTILITY NEMA 3R CONNECTION CT CABINET & MAIN SERVICE DISCONNECT (MSD) 2000NG SPD 10 0 A / 3 P PANEL 'HM2B' 225NG X21 T XFMR XFMR PANEL 'LP2B' 'T2B' 112.5KVA X25 X23 X24 22 5 A / 3 P X2 (E) PANEL 'H1' 17 5 A / 3 P UPPER LEVEL (E) PEU RTU 1 12 5 A / 3 P MECH RTU 2 90 A / 3 P MECH 25 0 A / 3 P SP A C E 10 0 A / 3 P SP A C E EX T E R I O R RE C R E A T I O N B U I L D I N G IN T E R I O R T XFMR XFMR PANEL 'LA2A' 'TAA' 30KVA X15 X13 X14 22 5 A / 3 P SP A R E 1 GRADE PRPA ENERGY METER T (E) (E) (E) PANEL 'L1' 'TL1' 30KVA X7 X5 X6 (E) PANEL 'H2' 10 0 A / 3 P T (E) (E) (E) PANEL 'L2' 'TL2' 30KVA X11 X9 X10 17 5 A / 3 P 175NG 175NG 100NG PANEL 'HA2A' 225NG X12 22 5 A / 3 P PANEL 'HM2A' 225NG X19 22 5 A / 3 P PANEL 'HL2B' 400NG X22 22 5 A / 3 P PANEL 'HM1B' 225NG T XFMR XFMR PANEL 'LP1B' 'T1B' 112.5KVA X37 X35 X36 40 0 A / 3 P 10 0 A / 3 P PANEL 'HL1B' 100NG T XFMR XFMR PANEL 'LK1B' 'T1K' 30KVA X40 X38 X39 LOWER LEVEL T XFMR XFMR PANEL 'LP2A' 12 5 A / 3 P 'TPA' 75KVA X18 X16 X17 1" CONDUIT T XFMR XFMR PANEL 'LT2B' 'TBT' 30KVA X28 X26 X27 2 2 RTU 3 17 5 A / 3 P MECH X3 X4 X8 X29 X30 X31 X33 X34 10 0 A / 3 25 0 A / 3 P SP A C E 10 0 A / 3 P SP A C E ELEV 1 MECH X32 5#1, 2"C FEEDER SCHEDULE KEY/ AMPS SERVICE ENTRANCE FEEDERS 400N 600N 800N 1000N 1200N 1600N 2000N 2500N 3000N 3500N 4000N EQUIPMENT FEEDERS 20NG 30NG 40NG 50NG 60NG 70NG 80NG 90NG 100NG 110NG 125NG 150NG 175NG 200NG 225NG 250NG 300NG 350NG 400NG 450NG 500NG 600NG 700NG 800NG 1000NG 1200NG 1600NG 2000NG GROUNDING CONDUCTORS G8 G6 G4 G2 G10 G20 G30 NOTES: 1. 2. 3. FEEDER CONDUIT AND CONDUCTORS 2[4#3/0, 2"C] 2[4#350, 3"C] 2[4#500, 3-1/2"C] 3[4#400, 3-1/2"C] 4[4#350, 3"C] 5[4#400, 3-1/2"C] 6[4#400, 3-1/2"C] 7[4#500, 3-1/2"C] 8[4#500, 3-1/2"C] 10[4#500, 3-1/2"C] 11[4#500, 3-1/2"C] 4#12, #12G, 3/4"C 4#10, 1#10G, 3/4"C 4#8, 1#10G, 1"C 4#6, 1#10G, 1-1/4"C 4#4, 1#10G, 1-1/4"C 4#4, 1#8G, 1-1/4"C 4#3, 1#8G, 1-1/4"C 4#2, 1#8G, 1-1/2"C 4#1, 1#8G, 1-1/2"C 4#1, 1#6G, 2"C 4#1/0, 1#6G, 2"C 4#1/0, 1#6G, 2"C 4#2/0, 1#6G, 2"C 4#3/0, 1#6G, 2-1/2"C 4#4/0, 1#4G, 2-1/2"C 4#250, 1#4G, 3"C 4#350, 1#4G, 3"C 4#500, 1#3G, 3-1/2"C 2[4#3/0, 1#3G, 2-1/2"C] 2[4#4/0, 1#2G, 2-1/2"C] 2[4#250, 1#2G, 3"C] 2[4#350, 1#1G, 3"C] 2[4#500, 1#1/0G, 3-1/2"C] 2[4#500, 1#1/0G, 3-1/2"C] 3[4#400, 1#2/0G, 3-1/2"C] 4[4#350, 1#3/0G, 3"C] 5[4#400, 1#4/0G, 3-1/2"C] 6[4#400, 1#250G, 3-1/2"C] 1#8, 3/4" C 1#6, 3/4" C 1#4, 3/4" C 1#2, 3/4" C 1-1/0, 3/4" C 1-2/0, 3/4" C 1-3/0, 3/4" C FEEDER FOR SECONDARY OF SEPARATELY DERIVED SYSTEM (SDS). GROUND SIZE PER NEC 250.66. ALL CONDUCTORS ARE SINGLE CONDUCTOR COPPER THWN UNLESS NOTED OTHERWISE. AMPACITY BASED ON NEC TABLE 310.16. ALL CONDUITS ARE EMT UNLESS NOTED OTHERWISE, FILL RATIOS BASED ON NEC ANNEX C TABLE C1. KEY/ AMPS SDS XFMR FEEDERS (NOTE 1) 30S 50S 100S 150S 250S 400S 500S 800S 1000S 1600S 2500S 20G 30G 40G 50G 60G 70G 80G 90G 100G 110G 125G 150G 175G 200G 225G 250G 300G 350G 400G 450G 500G 600G 700G 800G 1000G 1200G 1600G 2000G ABBREVIATIONS MECH XFMR FEEDER CONDUIT AND CONDUCTORS 4#10, 1#8G, 3/4"C 4#6, 1#8G, 1-1/4"C 4#1, 1#6G, 1-1/2"C 4#1/0, 1#6G, 2"C 4#250, 1#2G, 3"C 2[4#3/0, 1#2G, 2"C] 2[4#250, 1#1/0G, 3"C] 2[4#500, 1#2/0G, 3-1/2"C] 3[4#400, 1#4/0G, 3-1/2"C] 5[4#400, 1#350G, 3-1/2"C] 7[4#500, 1#500G, 3-1/2"C] 3#12, #12G, 3/4"C 3#10, 1#10G, 3/4"C 3#8, 1#10G, 1"C 3#6, 1#10G, 1"C 3#4, 1#10G, 1"C 3#4, 1#8G, 1-1/4"C 3#3, 1#8G, 1-1/4"C 3#2, 1#8G, 1-1/4"C 3#1, 1#8G, 1-1/2"C 3#1, 1#6G, 1-1/2"C 3#1/0, 1#6G, 1-1/2"C 3#1/0, 1#6G, 1-1/2"C 3#2/0, 1#6G, 2"C 3#3/0, 1#6G, 2"C 3#4/0, 1#4G, 2"C 3#250, 1#4G, 2-1/2"C 3#350, 1#4G, 2-1/2"C 3#500, 1#3G, 3"C 2[3#3/0, 1#3G, 2"C] 2[3#4/0, 1#2G, 2"C] 2[3#250, 1#2G, 2-1/2"C] 2[3#350, 1#1G, 2-1/2"C] 2[3#500, 1#1/0G, 3"C] 2[3#500, 1#1/0G, 3"C] 3[3#400, 1#2/0G, 3"C] 4[3#350, 1#3/0G, 3"C] 5[3#400, 1#4/0G, 3"C] 6[3#400, 1#250G, 3"C] SEE MECH SCHEDULE SEE XFMR SCHEDULE PANEL HL1A M = MECHANICAL L = LIGHTING P = POWER T = TELECOM A = AQUATICS K = KITCHEN H = 480/277V L = 208/120V A = RISER A B = RISER B # = FLOOR SERVED 1 = LOWER LEVEL 2 = UPPER LEVEL KVA RATING 3 6 9 15 30 45 75 112.5 150 225 300 500 750 PRIMARY FLA 3.6 7.2 10.8 18.1 36.1 54.2 90.3 135.4 180.5 270.8 361.0 601.7 902.5 SECONDARY FLA 8.3 16.7 25.0 41.7 83.3 125.0 208.3 312.5 416.7 625.0 833.3 1388.9 2083.3 PRIMARY PROTECTION 15A/3P 15A/3P 15A/3P 25A/3P 45A/3P 70A/3P 125A/3P 175A/3P 225A/3P 350A/3P 450A/3P 750A/3P 1200A/3P PRIMARY FEEDER 3#12, 1#12G, 3/4"C 3#12, 1#12G, 3/4"C 3#12, 1#12G, 3/4"C 3#10, 1#10G, 3/4"C 3#6, 1#10G, 1"C 3#4, 1#8G, 1-1/4"C 3#1, 1#6G, 1-1/2"C 3#2/0, 1#6G, 2"C 3#4/0, 1#4G, 2"C 3#500MCM, 1#3G, 3"C 2[3#4/0, 1#2G, 2"C] 2[3#500MCM, 1#1/0G, 3"C] 3[3#350MCM, 1#3/0G, 3"C] SECONDARY PROTECTION 15A/3P 20A/3P 30A/3P 50A/3P 100A/3P 150A/3P 250A/3P 400A/3P 500A/3P 800A/3P 1000A/3P 1600A/3P 2500A/3P SECONDARY FEEDER 4#12, 1#8G, 3/4"C 4#12, 1#8G, 3/4"C 4#10, 1#8G, 3/4"C 4#6, 1#8G, 1-1/4"C 4#1, 1#6G, 1-1/2"C 4#1/0, 1#6G, 2"C 4#250MCM, 1#2G, 3"C 2[4#3/0, 1#2G, 2-1/2"C] 2[4#250MCM, 1#1/0G, 3"C] 2[4#500MCM, 1#2/0G, 3-1/2"C] 3[4#400MCM, 1#3/0G, 3-1/2"C] 5[4#400MCM, 1#3/0G, 3-1/2"C] 7[4#500MCM, 1#3/0G, 3-1/2"C] DERIVED GROUND CONDUCTOR 1#8, 3/4"C 1#8, 3/4"C 1#8, 3/4"C 1#8, 3/4"C 1#8, 3/4"C 1#6, 3/4"C 1#2G, 3/4"C 1#1/0G, 3/4"C 1#1/0G, 3/4"C 1#2/0G, 3/4"C 1#3/0G, 3/4" 1#3/0G, 3/4" 1#3/0G, 3/4" APPROX. DIMENSIONS HIGH 15 15 20 28 33 33 37 42 46 48 52 60 74 WIDE 15 15 20 23 24 30 32 36 36 48 48 56 56 DEEP 11 11 15 17 18 20 24 24 24 30 31 36 41 APPROX. WEIGHT 140LBS 145LBS 245LBS 285LBS 369LBS 590LBS 750LBS 1050LBS 1350LBS 2000LBS 2350LBS 3450LBS 3950LBS TRANSFORMER SCHEDULE GROUNDING ELECTRODE SYSTEMS NOTES 1 METAL UNDERGROUND WATER PIPE - MAKE CONNECTION TO METAL UNDERGROUND WATER PIPE INDIRECT CONTRACT WITH THE EARTH FOR 10' OR AND ELECTRICALLY CONTINUOUS TO THE POINTS OF CONNECTION TO THE GROUNDING ELECTRODE CONDUCTOR AND BONDING CONDUCTORS. CONNECTION POINT TO BE AT A MAXIMUM OF 5' OF THE POINT OF ENTRANCE ON THE INTERIOR OF THE BUILDING. 2 BUILDING STEEL - THE METAL FRAME OF THE BUILDING OR STRUCTURE, WHERE ANY OF THE FOLLOWING METHODS ARE USED TO MAKE AN EARTH CONNECTION: A. AT LEAST ONE STRUCTURAL METAL MEMBER THAT IS IN DIRECT CONTACT WITH THE EARTH FOR 10' OR MORE, WITH OR WITHOUT CONCRETE ENCASEMENT. B. HOLD-DOWN BOLTS SECURING THE STRUCTURAL STEEL COLUMN THAT ARE CONNECTED TO A CONCRETE ENCASED ELECTRODE THAT COMPLIES WITH 250.52(A)(3) AND IS LOCATED IN THE SUPPORT FOOTING OR FOUNDATION. THE HOLD-DOWN BOLTS SHALL BE CONNECTED TO THE CONCRETE-ENCASED ELECTRODE BY WELDING, EXOTHERMIC WELDING, THE USUAL STEEL TIE WIRES, OR OTHER APPROVED MEANS. 3 UFER GROUND (CONCRETE-ENCASED ELECTRODE) - AN ELECTRODE ENCASED BY AT LEAST 2" OF CONCRETE, LOCATED WITHIN AND NEAR THE BOTTOM OF A CONCRETE FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH EARTH, CONSISTING OF AT LEAST 20' OF ONE OR MORE BARE OR ZINC GALVANIZED OR OTHER ELECTRICALLY CONDUCTIVE COATED STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 1/2" IN DIAMETER, OR CONSISTING OF AT LEAST 20' OF BARE COPPER CONDUCTOR NOT SMALLER THAN NO. 4 AWG. REINFORCING BARS SHALL BE PERMITTED TO BE BONDED TOGETHER BY THE USUAL STEEL TIE WIRES OR OTHER EFFECTIVE MEANS. 4 GROUND ROD - ROD IS TO BE 8FT IN LENGTH AND SHALL BE MADE OF IRON OR STEEL AT LEAST 5/8" DIAMETER. INSTALLATION METHODS FOR GROUND ROD SHALL BE IN COMPLIANCE WITH THE NEC SUCH THAT AT LEAST 8' OF LENGTH IS IN CONTACT WITH THE EARTH. GENERAL GROUNDING NOTES 1 ALL CABLES TO BE TERMINATED ONTO BUS BAR WITH TWO HOLE COMPRESSION LUGS AND ATTACHED TO BUS BAR WITH TAB COMPRESSION BELLEVILLE WASHERS AND TORK BOLT ASSEMBLY. 2 ALL GROUND CONNECTORS SHALL BE STRANDED. 3 ALL BUS BARS SHALL BE ATTACHED TO SURFACE WITH NON- CONDUCTIVE STAND-OFFS. 4 GROUND BUS BAR AND GROUNDING SYSTEM SHALL BE UL LISTED AND COMPLY WITH MANUFACTURERS INSTALLATION INSTRUCTIONS. PRINCIPAL GROUND POINT (PGP) CU GROUND BAR INTERNAL TO 'MSD' TELECOMMUNICATIONS GROUND BAR ('TMGB-1') IN LAN #276 XFMR INTERNAL GROUND BAR(S) TYPICAL ALL TRANSFORMERS INTERSYSTEM'S BONDING BRIDGE PER NEC 250.94 EXTERNAL TO 'MDC' G20 G20 XFMR G4G30 CWP UFER G30 BLDG STEEL G6 GND ROD AE DESIGN Integrated Lighting and Electrical Solutions 1900 Wazee Street #350 Denver, CO 80202 303.296.3034 aedesign-inc.com SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET Project #: 3256.00 10-31-2016 NTS 10 / 3 1 / 2 0 1 6 1 1 : 2 5 : 2 8 A M C: \ U s e r s \ t k i e l t y \ D o c u m e n t s \ 3 2 5 6 . 0 0 - E V C C E l e c C e n t ra l _ t k i e l t y @ a e d e s i g n - i n c . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R VRP, ESN TPK, KM 10-31-2016 16003 ELECTRICAL ONE-LINE DIAGRAM E400 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O NTS1ELECTRICAL ONE-LINE DIAGRAM KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 1 TRANSIENT VOLTAGE SURGE SUPPRESSION UNIT IS TO BE 'LEA INTERNATIONAL' #LSP300-277/480-3Y. REFER TO MANUFACTURER'S SPECIFICATIONS FOR EXACT INSTALLATION INSTRUCTIONS. DO NOT EXCEED MANUFACTURER'S RECOMMENDED LEAD LENGTHS. 2 TRANSFORMER LOCATED REMOTELY FROM PRIMARY DISCONNECTING MEANS. PROVIDE LOCKABLE PRIMARY OVERCURRENT PROTECTION DEVICE AND FIELD MARK LOCATION ON TRANSFORMER PER NEC 450.14. REFER TO UPSTREAM PANEL SCHEDULE FOR MORE INFORMATION. NTS3PANELBOARD NAMING CONVENTION NTS5GROUNDING DIAGRAM (*) EXISTING LOADS TAKEN FROM PREVIOUS ENGINEERING DOCUMENTS DATED 11-2007. THEREFORE THE 2000A SERVICE IS JUSTIFIED. Total Est. Demand:1222 A Total Conn.:1203 A Total Est. Demand:1016 kVA Total Conn. Load:1000 kVA @ 480/277V, 3PH 1203 A TOTAL NEW LOAD 999933 VA FUTURE AQUATICS EQUIP 40 kVA 48 A ELEVATOR 32 kVA 38 A RTU-3 152 kVA 183 A RTU-2 58 kVA 69 A RTU-1 76 kVA 92 A 'HL1B' 7 kVA 9 A 'HM1B' 72 kVA 86 A 'HL2B' 23 kVA 27 A 'HM2B' 92 kVA 111 A 'HM2A' 63 kVA 76 A 'LP2A' (VIA 'TPA') 75 kVA 91 A 'HA2A' 120 kVA 145 A (E) 'H2' (*) 35 kVA 42 A (E) 'H1' (*) 97 kVA 116 A (E) PEU (*) 57 kVA 68 A LOAD DESCRIPTION Load LOAD (AMPS) MAIN DISTIRUBTION CENTER (2500A, 480/277V, 3PH, 4W) LOAD SUMMARY MDC 2ND FLOOR LAN #276 FACP SECURITY FACP ELEV 1 11 KEYNOTE LEGEND 1. NEW (1) 3" PVC CONDUIT ROUTED 30" BELOW GRADE FOR CONNECTION TO SITE TELEPHONE SERVICE POINT. ELECTRICAL CONTRACTOR SHALL VERIFY CONDUIT SIZING AND QUANTITY WITH SERVICE PROVIDER PRIOR TO INSTALLATION. 2. NEW (1) 2" PVC CONDUIT ROUTED 30" BELOW GRADE FOR FUTURE CONNECTION TO SITE FIBER OPTIC SERVICE POINT. ELECTRICAL CONTRACTOR SHALL VERIFY CONDUIT SIZING AND QUANTITY WITH SERVICE PROVIDER PRIOR TO INSTALLATION. 3. NEW (1) 3" PVC CONDUIT ROUTED 30" BELOW GRADE FOR CONNECTION TO SITE CATV SERVICE POINT. ELECTRICAL CONTRACTOR SHALL VERIFY CONDUIT SIZING AND QUANTITY WITH SERVICE PROVIDER PRIOR TO INSTALLATION. 4. MAIN TELEPHONE TERMINAL BOARD 'MTTB' SHALL CONSIST OF 3/4 INCH, FIRE-RETARDANT TREATED PLYWOOD INSTALLED FLOOR TO CEILING IN ROOM, FOR LENGTHS AS INDICATED ON THE PLAN DRAWINGS. ALL RECEPTACLE DEVICES SHOWN IN BACKBOARD ON PLANS SHALL BE FLUSH MOUNT, UON. 5. NEW TYPICAL WORK AREA COMMUNICATIONS OUTLET FOR STRUCTURED CABLE TERMINATIONS. PROVIDE 2-INCH DEEP, 2-GANG BOX WITH 1-GANG PLASTER RING. PROVIDE 1" CONDUIT TO ACCESSIBLE CEILING AND BUSH END. RECEPTACLE FACEPLATE, JACK, CABLING, AND TERMINATIONS BY OTHERS. 6. NEW TYPICAL WORK AREA OUTLET FOR CABLE TV TERMINATION. PROVIDE 2-INCH DEEP, 2-GANG BOX WITH 1-GANG PLASTER RING. PROVIDE 1-1/4" CONDUIT TO ACCESSIBLE CEILING AND BUSH END. CATV RECEPTACLE FACEPLATE, JACK, CABLING, AND TERMINATIONS BY OTHERS. 7. PROVIDE GREEN COPPER GROUNDING CONDUCTOR (TYPICAL) BETWEEN GROUNDING BUSSES AS INDICATED ON GROUNDING DETAIL 5/E400. 8. ROUTE (1) 1/2" CONDUIT FOR FIRE ALARM CONTROL PANEL COMMUNICATIONS CABLING RACEWAY. 9. ROUTE (1) 1/2" CONDUIT FOR SECURITY CONTROL PANEL COMMUNICATIONS CABLING RACEWAY. 10. PROVIDE (1) 3/4"C WITH PULL WIRE TO ELEVATOR CONTROL PANEL FOR ELEVATOR COMMUNICATIONS CABLING RACEWAY. CABLING SHALL BE FURNISHED BY OTHERS. 11. INTERSYSTEM'S GROUNDING BRIDGE (IGB) AS REQUIRED BY NEC 250.94. LOCATED EXTERNAL TO THE MAIN SERVICE GROUND EQUIPMENT. REFER TO 5/E400 FOR GROUNDING ONE-LINE DIAGRAM. 12. TELECOMMUNICATIONS MAIN GROUNDING BAR 'TMGB'. KEY VALUE KEYNOTE TEXT GENERAL NOTES 12 A. PROVIDE EMT FOR ALL CABLING ROUTED THROUGH AREAS WITH EXPOSED STRUCTURAL CEILINGS AND THROUGH INACCESSIBLE CEILINGS. COORDINATE CONDUIT SIZE REQUIREMENTS WITH CABLE INSTALLER. B. ALL EXPOSED CONDUIT SHALL BE CONCEALED TO THE EXTENT POSSIBLE, AND SHALL BE INSTALLED PARALLEL AND CLOSE TO STRUCTURAL MEMBERS. PAINT CONDUIT TO MATCH ADJACENT FINISHES. C. PROVIDE PULLCORD FOR ALL CONDUIT INSTALLED FOR CABLE. D. PROVIDE PULLBOXES AS REQUIRED BY CABLE INSTALLER FOR RUNS EXCEEDING MAXIMUM PULL DISTANCE, AS IDENTIFIED BY CABLE INSTALLER. E. PROVIDE SLEEVES AND CONDUIT BETWEEN FLOORS FOR ROUTING OF CABLE. COORDINATE CONDUIT SIZE WITH CABLE INSTALLER. COORDINATE LOCATION OF RACEWAY WITH ARCHITECT AND CABLE INSTALLER. F. ALL CONDUIT AND CABLING IN CRAWL SPACE IS TO BE SUPPORTED BY AND TIGHT TO STRUCTURE ABOVE. WHERE CONDUIT TRANSITIONS FROM BEING SUPPORTED BY STRUCTURE INTO SOIL, ADD LOOP AND/OR FLEXIBLE CONDUIT FOR FLEXIBILITY AND TO ALLOW FOR ANTICIPATED SOIL MOVEMENT. G. REFER TO SPECIFICATIONS FOR FULL CONDUIT REQUIREMENTS. HOWEVER, NOTE THAT ALL UNDERGROUND CONDUIT BENDS ARE TO BE GALVANIZED RIGID CONDUIT. UNDERGROUND CONDUIT EXTENDING ABOVE SLAB IS ALSO TO BE GALVANIZED RIGID CONDUIT. 3 1 56 56 10 7 2 8 94 8 TSTS TS FS FS TSFS FS MAXIMUM 5'-0" CONTROL BY DIV. 26 DUCT DETECTOR REMOTE TEST STATION BY DIV. 26 BY DIV. 26 PANEL BY DIV. 26 ALARM FIRE DAMPERS PRIOR TO BID. ALL MECHANICAL PLANS NOTIFY ENGINEER OF ANY FOR LOCATIONS OF ALL POWERED RESPONSIBLE FOR REVIEWING ELECTRICAL CONTRACTOR IS RELAY BY DIV. 26 NORMALLY CLOSED WIRING BY DIV. 26 120 V. ELECTRIC DAMPER TO 120V POWER SUPPLY BY DIV. 23 SMOKE/FIRE DAMPER ACTUATOR, BY DIV. 23 DUCT CEILING DISCREPANCIES. S T S S FAA DIALER POWER REMOTE SUPPLY TELEPHONE FACP 1. THIS IS A FULLY ADDRESSIBLE VOICE EVACUATION TYPE SYSTEM WITH EACH DEVICE HAVING A DISTINCT 'ADDRESS'. 2. PROVIDE NON-POWER LIMITING, PLENUM RATED WIRING. INSTALL IN EMT WHERE WIRING IS ROUTED THROUGH HAZARDOUS LOCATIONS, EXPOSED STRUCTURAL CEILINGS, INACCESSIBLE CEILINGS, AND BETWEEN AREAS SEPARATED BY MULTI-STORY ATRIUMS. ALL RACEWAY COMPONENTS SHALL BE PAINTED RED. 3. PROVIDE DUCT DETECTION FOR ALL AIR-HANDLING EQUIP- MENT OPERATING WITH A RETURN CAPACITY EXCEEDING 2000CFM, SUPPLY CAPACITY EXCEEDING 15,000CFM WITH COMMON DUCT SERVING MULTIPLE FLOORS, AND ADDITION- ALLY AS REQUIRED BY LOCAL CODES. 4. SPRINKLER SYSTEM IS A DESIGN-BUILD CONTRACT. COORD- INATE WITH SPRINKLER CONTRACTOR FOR QUANTITIES AND LOCATIONS OF ALL FLOW AND TAMPER SWITCHES, AND FOR LOCATION OF FIRE HORN/LIGHT AT EXTERIOR OF BLDG. INSTALL WITH 20% SPARE CAPACITY ON ALL INITIATING AND INDICATING APPLIANCE CIRCUITS. 5. PROVIDE 120V CIRCUIT AND LOW-VOLTAGE FIRE ALARM CONTROL CIRCUIT TO ALL SMOKE DAMPERS. COORDINATE LOCATIONS WITH MECHANICAL CONTRACTOR PRIOR TO BID. 6. COORDINATE ALL SEQUENCING OF OPERATIONS WITH LOCAL FIRE DEPARTMENT. 7. ALL DEVICES INSTALLED IN DAMP, WET OR EXTERIOR LOCATIONS SHALL BE FURNISHED WITH WP HOUSINGS. ALL DEVICES INSTALLED IN GYMNASIUMS SHALL BE FURNISHED WITH MANUFACTURER'S STANDARD WIRE GUARD PROTECTION DEVICES. 8. SYSTEM SHALL TRANSMIT REQUIRED FIRE ALARM SIGNALS TO CENTRAL MONITORING AGENCY (SELECTED BY OWNER) VIA DIALER PROVIDED IN FIRE ALARM CONTROL PANEL. 9. PROVIDE SUFFICIENT SPARE CAPACITY FOR FUTURE TENANT FINISH AREAS. PROVIDE ALL NECESSARY EXPANSION CARDS AND REMOTE POWER SUPPLIES. 10. THE ELECTICAL CONTRACTOR SHALL INCLUDE IN HIS BID AN ADDITIONAL 10% SPARE STROBES AND HORN/STROBES, INCLUDING INSTALLATION, AS MAY BE REQUIRED BY AHJ. GO INTO ALARM, THE RESPECTIVE ELEVATOR WILL RETURN DAMPERS WILL OPERATE WHEN THE FOLLOWING CONDITIONS OCCURS. SUBSEQUENTLY, IF THE THERMAL DETECTOR IN THE ELEVATOR ROOM GOES INTO ALARM, THE POWER TO THE ELEVATOR CONTROLLER WILL BE DISCONNECTED VIA A SHUNT TRIP TO THEIR PRIMARY LEVEL OR SECONDARY LEVEL AND LOCK-OUT; THE LEVEL WILL WHEN THE SMOKE DETECTORS IN THE LOBBIES, ELEVATOR SHAFT OR EQUIPMENT ROOM DEPEND UPON IF THE ELEVATOR LOBBY DETECTOR SENSES ANY SMOKE AT THE THE SUPPLY OR RETURN DUCT DETECTOR OF THE RESPECTIVE AIR HANDLING UNIT GOES INTO ALARM. FIRE/SMOKE DAMPERS SHALL BE CLOSED BY ACTUATION OF A SMOKE DETECTOR INSTALLED IN DUCT WORK WITHIN 5' OR SPOT-TYPE DETECTOR INSTALLED WITHIN 5', REFER TO PLANS TYPE AND LOCATION. BUILDING ENTRY LOCATED AT MAIN GRAPHIC MAP NEXT TO FAA INSTALL A FRAMED, MYLAR SEQUENCE OF OPERATION FOR ELEVATOR RECALL: SEQUENCE OF OPERATION FOR SMOKE DAMPERS: CIRCUIT BREAKER. RESPECTIVE LOBBY. NOTES: 2. 1. 2. 1. LOWER LEVEL ON ALARM CONDITION TO SECURITY PANEL TYPICAL DAMPERS FOR SMOKE COORDINATE EXACT QUANTITY OF ZONES WITH FIRE SPRINKLER CONTRACTOR @ OS&Y WP AT FACP MAIN ZONE 1/2" CONDUIT TO MTTB ZONE ZONE DEDICATED 120V 20A CIRCUIT UPPER LEVEL TYPICAL TO SOUND SYSTEMS FOR MUTING (PAGING SYSTEMS OVERRIDE) 120 VOLT SHUT-DOWN FOR MECH GENERAL FIRE ALARM SYSTEM NOTE: THE FIRE ALARM DEVICES SHOWN ARE FOR GENERAL LAYOUT AND GUIDELINES ONLY. THE AWARDED FIRE ALARM CONTRACTOR IS TO PROVIDE A COMPLETE SET OF SHOP DRAWINGS FOR SUBMITTAL AND APPROVAL BY THE AUTHORITY HAVING JURISDICTION. THESE DOCUMENTS ARE TO INCLUDE THE FOLLOWING INFORMATION: 1. SHOP DRAWINGS MUST BE PREPARED AND SIGNED BY A MINIMUM OF A NICET FIRE ALARM LEVEL III CERTIFIED INDIVIDUAL. 2. COMPLETE RISER DIAGRAM SHOWING ALL DEVICES BY FLOOR/AREA AS CONNECTED TO THE CIRCUIT, DEVICE ADDRESSES, WIRE COLOR CODING SCHEDULE, WIRE COUNT, WIRE TYPE AND CONDUIT FILL WITH CALCULATIONS SHOWN. 3. PROVIDE A SEQUENCE OF OPERATION (INPUT/OUTPUT MATRIX) IN COMPLIANCE WITH THE NFPA 72 ANNEX MATERIAL. THE INFORMATION PROVIDED IN THE SEQUENCE OF OPERATION MUST BE SPECIFIC TO THE PROJECT. GENERIC SEQUENCE OF OPERATIONS WILL NOT BE ACCEPTED. 4. IDENTIFY THE TYPE OF SYSTEM, I.E. CENTRAL, REMOTE, PROPRIETARY, ETC. 5. IDENTIFY THE TYPE OF AUDIBLE NOTIFICATION: TEMPORAL, STEADY, CODED, VOICE, ETC. 6. IDENTIFY THE TYPE OF VISUAL NOTIFICATION: PUBLIC OR PRIVATE MODE. 7. PROVIDE A WIRING LEGEND SPECIFIC TO TYPES USED FOR THE PROJECT. IDENTIFY IF WIRING IS ENCLOSED IN CONDUIT, OPEN WIRING, PLENUM WIRING, POWER LIMITED OR NON-POWER LIMITED 8. PROVIDE AN EQUIPMENT LIST WITH MANUFACTURER, PART NUMBER, BACK BOX AND SYMBOL USED TO IDENTIFY THE COMPONENT. IF THERE IS INSUFFICIENT SPACE FOR WIRING LEGEND, EQUIPMENT LIST AND SYMBOL LEGEND ON THE TITLE SHEET, THAN INSERT AN ADDITIONAL SHEET. 9. COMPLETE RISER DIAGRAM SHOWING ALL DEVICES BY FLOOR/AREA AS CONNECTED TO THE CIRCUIT, DEVICE ADDRESSES, WIRE COLOR CODING SCHEDULE, WIRE COUNT, WIRE TYPE AND CONDUIT FILL WITH CALCULATIONS SHOWN. 10. DETAIL SHEET INCLUDING THE FOLLOWING; CIRCUIT WIRING DIAGRAM, DEVICE/APPLIANCE MOUNTING HEIGHT PROFILE, TYPICAL DEVICE AND ANCILLARY DEVICE WIRING, AND THE INTERFACE OF FIRE SAFETY CONTROL FUNCTIONS. 11. PROVIDE VOLTAGE DROP CALCULATIONS FOR EACH CIRCUIT SHOWING WIRE SIZE, CIRCUIT LOAD AND VOLTAGE DROP. 12. PROVIDE AUDIO CIRCUIT POWER LOSS CALCULATIONS 13. VOLTAGE DROP CALCULATIONS MUST BE PERFORMED USING THE OUTPUT CIRCUIT VOLTAGE WHEN THE INPUT VOLTAGE TO THE CONTROL PANEL IS 85% OF ITS NAME PLATE VOLTAGE. (NFPA 72, 2002 ED., SECTION 4.4.4.1(1)) 14. PROVIDE RESISTANCE VALUES WITH SUPPORTING DATA SHEETS OR PROVIDE NEC VALUES AND REFERENCE. 15. INDICATE METHOD USED AND SHOW ALL FORMULAS/EQUATIONS. 16. PROVIDE STAND-BY BATTERY CALCULATIONS FOR EACH CONTROL PANEL, SUB PANEL, MONITORING STATION TRANSMITTER, POWER SUPPLY OR ANY COMPONENT REQUIRING SECONDARY POWER. 17. SHOW LOCATION OF ALL FIRE ALARM INITIATING DEVICES AND NOTIFICATION APPLIANCES WITH TEMPERATURE, DECIBLE AND CANDELA RATINGS, WHEN APPLICABLE. RECALL FOR ELEVATOR S S POWER REMOTE SUPPLY TYPICAL 120 VOLT SHUTDOWN FOR MECH RECALL FOR ELEVATOR S S MECH T/S ROOF LEVEL TYPICAL. REFER TO PLANS FOR EXACT QUANTITY. S T TYPICAL RECALL FOR ELEVATOR TO (E) FACP EVAC AMP VOICE S VECP VOICE EVAC CONTROL PANEL AE DESIGN Integrated Lighting and Electrical Solutions 1900 Wazee Street #350 Denver, CO 80202 303.296.3034 aedesign-inc.com SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET Project #: 3256.00 10-31-2016 NTS 10 / 3 1 / 2 0 1 6 1 1 : 3 6 : 0 8 A M C: \ U s e r s \ t k i e l t y \ D o c u m e n t s \ 3 2 5 6 . 0 0 - E V C C E l e c C e n t ra l _ t k i e l t y @ a e d e s i g n - i n c . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R VRP, ESN TPK, KM 10-31-2016 16003 ELECTRICAL DIAGRAMS E401 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/8" = 1'-0"1 FIRE SMOKE DAMPER DETAIL NTS2LOW VOLTAGE RISER DIAGRAM NTS3FIRE ALARM RISER DIAGRAM1 DLM Wall Switch LMSW-Series LMRJ Series Pre-Terminated Cables or CAT5e. Free Topology & Splitter Acceptable (As Needed) Lighting Load (a) Lighting Load (b) Yel Red Re d Neutral Wht Neutral Wht Lighting Load (c) *DLM Occupancy Sensor *NOTE: Corner mount Sensor shown with pigtail & supplied coupler. Ceiling mount Sensor has two RJ45 ports. Unswitched Hot Blk 120/277 LMRJ-C8 Coupler LMRC-102 Dual Relay On/Off Room Controller LMRC-101 Single Relay On/Off Room Controller Unswitched Hot Blk 120/277 ADDITIONAL ROOM CONTROLLERS AS REQUIRED PER QUANTITY OF ZONES IN ROOM Red Yel Lighting Load (c) Blu Lighting Load (a) Lighting Load (b) Vi o Gr y Vio Gry Vio Gry Vio Gry Vi o Gr y Vi o Gr y Class 2 0-10 Volt Control Wiring 0-10VDC Dimming Ballast required. LMRJ Series Pre-Terminated Cables or CAT5e. Free Topology & Splitter Acceptable 120/230/277 Hot Blk Neutral Wht LMRC-213 Dimming Room Controller LMLS-500 Photosensor RJ45 Port (Typical) LMDM-101 Dimming Switches with LMSW-103 Scene Switch Red Red Common +24VDC Control Output Hot Neutral Blk Wht 120VAC 277VAC BZ-150 Br o w n Bl a c k Gr e y Or a n g e Re d Bl u e Cap Cap Auto ON Man ON COM SW1 LVSW-101 Low Voltage Switch Input Fixture A Sensor Ceiling/Wall 24VDC Any *To Additional Sensor(s) Any Line Voltage Occupancy Sensor Using Terminals Any Line Voltage Occupancy Sensor Using Terminals Load Load Line Neutral Ground Load Line Neutral GroundNeutral Hot Neutral LOCAL OFF SWITCH QUANTITY AS NECESSARY T 'RP2A'120V WATTSTOPPER MAIN LEVEL ELECTRICAL ROOM EC PROVIDED CAT6 CABLING NOTE: THIS SCHEMATIC SHOWS AN INTENT OF THE EQUIPMENT CONNECTIONS FOR THE OVERALL CONTROL OF THE BUILDING PUBLIC AREA LIGHTING SYSTEMS. IT DOES NOT REPRESENT ACTUAL WIRING DIAGRAMS. THE ELECTRICAL CONTRACTOR MUST COORDINATE WITH THE LIGHTING CONTROL MANUFACTURER AND SUBMIT THE ACTUAL WIRE DIAGRAMS FOR EQUIPMENT INTERCONNECTION AS PART OF THE SUBMITTAL PROCESS. 120V BACNETIP INTEGRATION ADJACENT TO 'RP1' EC PROVIDED CAT6 CABLING 32 RELAY PANEL 'WS6' CARDIO 'WS7' POOL LIFEGUARD 'WS8' XXX 'RP2B' WATTSTOPPER MAIN LEVEL SATELITTE ELEC 32 RELAY PANEL 'RP1B' WATTSTOPPER LOWER LEVEL ELEC ROOM 109 32 RELAY PANEL PC NATATORIUM PHOTOCELL (OPEN LOOP) FOR PRICING ASSUME QUANTITY OF (4) 'WS1' LOBBY RECEPTION DESK 'WS2' LOUNGE RECEPTION DESK 'WS3' FITNESS 'WS4' GYM 'WS5' MAINTENANCE ENTRY AE DESIGN Integrated Lighting and Electrical Solutions 1900 Wazee Street #350 Denver, CO 80202 303.296.3034 aedesign-inc.com SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET Project #: 3256.00 10-31-2016 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 1 1 : 1 9 : 2 0 A M C: \ U s e r s \ t k i e l t y \ D o c u m e n t s \ 3 2 5 6 . 0 0 - E V C C E l e c C e n t ra l _ t k i e l t y @ a e d e s i g n - i n c . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R VRP, ESN TPK, KM 10-31-2016 16003 LIGHTING CONTROL SCHEDULES AND DIAGRAMS E402 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/8" = 1'-0"1 LIGHTING CONTROL DIAGRAM - CEILING VACANCY SENSOR AND DIMMING 1/8" = 1'-0"2 LIGHTING CONTROL DIAGRAM - DAYLIGHT HARVEST 1/8" = 1'-0"3 LIGHTING CONTROL DIAGRAM - CEILING SENSORS, VACANCY MODE 1/8" = 1'-0"4 LIGHTING CONTROL DIAGRAM - CEILING OCCUPANCY SENSORS 1/8" = 1'-0"5 LIGHTING CONTROL ONE-LINE DIAGRAM & DETAILS LIGHTING CONTROL DEVICES TYPE DESCRIPTION MANUFACTURER CATALOGUE PROGRAMMING REQUIREMENTS NOTES LVD1 LOW-VOLTAGE DIMMING WALL SWITCH (ROOM CONTROLLER CONFIGURATION) WATTSTOPPER LMDM-100 SERIES LVKS LOW-VOLTAGE KEYED SWITCH TBD TBD OSC2 CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR WATTSTOPPER DT-300 SERIES AUTO-ON, AUTO-OFF AFTER 30 MINUTES OSC3 CORNER-MOUNT DUAL TECHNOLOGY OCCUPANCY SENSOR WATTSTOPPER DT-200 SERIES AUTO-ON, AUTO-OFF AFTER 30 MINUTES PC1 LOW-VOLTAGE, OPEN-LOOP PHOTOSENSOR WATTSTOPPER LMLS-500 MAINTAIN MINIMUM SETPOINT OF 35 FC AT FINISHED FLOOR. RCD1 SINGLE RELAY ROOM CONTROLLER, 0-10V DIMMING WATTSTOPPER LMRC-211 RE: E402 RCD2 DUAL RELAY ROOM CONTROLLER, 0-10V DIMMING WATTSTOPPER LMRC-212 RE: E402 RCD3 3-RELAY ROOM CONTROLLER, 0-10V DIMMING WATTSTOPPER LMRC-213 RE: E402 RCD4 MULTI-ZONE ROOM CONTROLLER, 0-10V DIMMING (COMMUNITY ROOM) CRESTRON GLPAC8-3OS-TS-X( *)-XX-EXP ZONE RE: E403, PROVIDE EPANSION FOR (1) ADDITIONAL SWITCHED ZONE. (*)EC SHALL COORDINATE SHADE MOTOR TYPE WITH APPROVED MOTORIZED SHADE EQUIPMENT SHOP DRAWINGS PRIOR TO PURCHASE. TS WALL TIMER SWITCH WATTSTOPPER TBD MANUAL ON, AUTO-OFF PER TIMER SELECTION VS1 SINGLE RELAY WALL MOUNTED DUAL TECHNOLOGY VACANCY SENSOR WATTSTOPPER DSW-301 SERIES MANUAL ON, AUTO-OFF AFTER 30 MINUTES VSC1 CEILING MOUNTED DUAL TECHNOLOGY DLM VACANCY SENSOR (ROOM CONTROLLER CONFIGURATION) WATTSTOPPER LMDC-100 SERIES MANUAL ON, AUTO-OFF AFTER 30 MINUTES VSC2 CELING MOUNTED DUAL TECHNOLOGY VACANCY SENSOR WATTSTOPPER DT-300 SERIES MANUAL ON, AUTO-OFF AFTER 30 MINUTES VSC3 CORNER-MOUNT DUAL TECHNOLOGY DLM VACANCY SENSOR WATTSTOPPER LMDX-100 MANUAL ON, AUTO-OFF AFTER 30 MINUTES VSC4 CEILING MOUNTED DUAL TECHNOLOGY VACANCY SENSOR (COMMUNITY ROOM) CRESTRON GLS-ODT-C-2000 MANUAL ON, AUTO-OFF AFTER 30 MINUTES RE: E403 DIN-PWS50 DIN-AP2 Serial RS-232 To Shade Control (if Required) CEN-SW-POE-5 TSW-750TSW-750TSW-750 GLPAC-DIM8 120VAC SUPPLY 120VAC SHADES SWITCHED (UP/DOWN) GLS-PART GLS-PART GLS-SIM GLS-SIM CRESNET CABLE: (1) PAIR # 18AWG, (1) TWISTED PAIR 22AWG (1) SHIELD (TS1) (TS1) (TS1) CRESNET CABLE: (1) PAIR # 18AWG, (1) TWISTED PAIR 22AWG (1) SHIELD DIN-IN-2X18 COMMUNITY ROOMS CAT5 CAT5 COMMUNITY ROOMS: THE INTENT FOR THIS SPACE IS HAVE A FULLY AUTOMATED CONTROL FOR THE FOLLOWING COMPONENTS: PARTITIONS, SHADES AND LIGHTS. A/ V SY S T E M TBD LI G H T I N G SY S T E M S AMBIENT LIGHTING: (3) ZONES OF 0-10V FULLY DIMMABLE FIXTURES. FIXTURES SHALL ACT AS (3) ZONES WHEN PARTITIONS ARE CLOSED, (2) ZONES WHEN A SINGLE PARTITION IS CLOSED, AND (1) ZONE WHEN PARTITIONS ARE OPEN. ACCENT/COVE LIGHTING: (3) ZONES OF 0-10V FULLY DIMMABLE FIXTURES. FIXTURES SHALL ACT AS (3) ZONES WHEN PARTITIONS ARE CLOSED, (2) ZONES WHEN A SINGLE PARTITION IS CLOSED, AND (1) ZONE WHEN PARTITIONS ARE OPEN. WHEN A PARTITION IS OPEN THE SYSTEM SHALL TREAT THE SPACES ADJACENT TO OPEN PARTION AS A SINGLE ROOM (IE WHEN PARTITION IS OPEN ADJACENT ROOM AMBIENT LIGHTING CONTROL SHALL ACT AS A SINGLE ZONE).PA R T I T I O N S DECORATIVE PENDANT LIGHTING: (3) ZONES OF SWITCHED LIGHTING. FIXTURES SHALL ACT AS (3) ZONES WHEN PARTITIONS ARE CLOSED, (2) ZONES WHEN A SINGLE PARTITION IS CLOSED, AND (1) ZONE WHEN PARTITIONS ARE OPEN. CONTROL SYSTEM GENERAL NOTES: 1 ALL EQUIPMENT SHOWN ON THESE DETAILS IS MANUFACTURERED BY CRESTRON. THESE ONE-LINE DIAGRAMS ARE FOR CONCEPT ONLY. THESE ARE NOT INTENDED TO BE USED AS WIRING DIAGRAMS. EC SHALL CONFIRM ALL PARTS & PIECES WITH MANUFACTURER PRIOR TO ORDER TO ENSURE THE FUNCTIONALITY OF THE SYSTEM MATCHES THE ITEMS OUTLINED IN THE "INTENT" PORTION OF THESE NOTES. INTERNAL TIMECLOCK SHALL BE SET TO BE TURNED ON 30 MIN PRIOR TO OPENING UNTIL 1 HOUR AFTER CLOSE, WITH 2 HOUR OVERRIDE OPTIONS FROM THE TOUCHSCREEN PANELS. 2 3 4 AE DESIGN Integrated Lighting and Electrical Solutions 1900 Wazee Street #350 Denver, CO 80202 303.296.3034 aedesign-inc.com SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET Project #: 3256.00 10-31-2016 NTS 10 / 3 1 / 2 0 1 6 1 1 : 3 9 : 3 8 A M C: \ U s e r s \ t k i e l t y \ D o c u m e n t s \ 3 2 5 6 . 0 0 - E V C C E l e c C e n t ra l _ t k i e l t y @ a e d e s i g n - i n c . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 LIGHTING CONTROL DIAGRAMS E403 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O NTS1COMMUNITY ROOMS CONTROL SYSTEM DIAGRAM RELAY PANEL - RP1B RELAY SWITCH ID RELAY DESCRIPTION CONT. SEQUENCE RELAY VOLTAGE PANEL CKT # RP1B-1 LOUNGE LIGHTING AUTO-ON VIA TIMECLOCK 30 MINUTES PRIOR TO START OF BUSINESS, AUTO-OFF VIA TIMECLOCK 1 HOUR AFTER CLOSE OF BUSINESS. 277 V HL1B 7 RP1B-2 RECEPTION DESK RECESSED LIGHTING AUTO-ON VIA TIMECLOCK 30 MINUTES PRIOR TO START OF BUSINESS, AUTO-OFF VIA TIMECLOCK 1 HOUR AFTER CLOSE OF BUSINESS. 277 V HL1B 7 RP1B-3 RECEPTION DESK PENDANT LIGHTING AUTO-ON VIA TIMECLOCK 30 MINUTES PRIOR TO START OF BUSINESS, AUTO-OFF VIA TIMECLOCK 1 HOUR AFTER CLOSE OF BUSINESS. 277 V HL1B 7 RP1B-4 RECEPTION DESK COVE LIGHTING AUTO-ON VIA TIMECLOCK 30 MINUTES PRIOR TO START OF BUSINESS, AUTO-OFF VIA TIMECLOCK 1 HOUR AFTER CLOSE OF BUSINESS. 277 V HL1B 9 RP1B-5 STRENGTH/HALL LIGHTING AUTO-ON VIA TIMECLOCK 30 MINUTES PRIOR TO START OF BUSINESS, AUTO-OFF VIA TIMECLOCK 1 HOUR AFTER CLOSE OF BUSINESS. 277 V HL1B 13 RP1B-6 UNDER TRACK LIGHTING AUTO-ON VIA TIMECLOCK 30 MINUTES PRIOR TO START OF BUSINESS, AUTO-OFF VIA TIMECLOCK 1 HOUR AFTER CLOSE OF BUSINESS. 277 V HL1B 15 RP1B-7 EXTERIOR BUILDING LIGHTING - NORTH AUTO-ON VIA TIMECLOCK 30 MINUTES PRIOR TO START OF BUSINESS, AUTO-OFF VIA TIMECLOCK 1 HOUR AFTER CLOSE OF BUSINESS. 277 V HL1B 16 RP1B-8 MONUMENT SIGN AUTO-ON VIA TIMECLOCK 30 MINUTES PRIOR TO START OF BUSINESS, AUTO-OFF VIA TIMECLOCK 1 HOUR AFTER CLOSE OF BUSINESS. 120 V LP1B 83 RELAY PANEL - RP2A RELAY SWITCH ID RELAY DESCRIPTION CONT. SEQUENCE RELAY VOLTAGE PANEL CKT # RP2A-1 NATATORIUM LIGHTING - SOUTH AUTO-ON VIA TIMECLOCK 30 MINUTES PRIOR TO START OF BUSINESS, AUTO-OFF VIA TIMECLOCK 1 HOUR AFTER CLOSE OF BUSINESS. 277 V HL2B 16 RP2A-2 NATATORIUM LIGHTING - NORTHEAST AUTO-ON VIA TIMECLOCK 30 MINUTES PRIOR TO START OF BUSINESS, AUTO-OFF VIA TIMECLOCK 1 HOUR AFTER CLOSE OF BUSINESS. 277 V HL2B 15 RP2A-3 NATATORIUM LIGHTING - WEST AUTO-ON VIA TIMECLOCK 30 MINUTES PRIOR TO START OF BUSINESS, AUTO-OFF VIA TIMECLOCK 1 HOUR AFTER CLOSE OF BUSINESS. 277 V HL2B 17 RP2A-4 EXTERIOR SITE POLE LIGHTING AUTO-ON VIA TIMECLOCK 30 MINUTES PRIOR TO SUNSET, AUTO-OFF VIA TIMECLOCK 1 HOUR AFTER CLOSE OF BUSINESS 277 V HL2B 22 RP2A-5 EXTERIOR SITE PEDESTRIAN LIGHTING AUTO-ON VIA TIMECLOCK 30 MINUTES PRIOR TO SUNSET, AUTO-OFF VIA TIMECLOCK 1 HOUR AFTER CLOSE OF BUSINESS 277 V HL2B 20 RP2A-6 EXTERIOR SITE POLE LIGHTING - SECURITY AUTO-ON VIA TIMECLOCK 30 MINUTES PRIOR TO SUNSET, AUTO-OFF VIA TIMECLOCK 30 MINUTES AFTER SUNRISE 277 V HL2B 22 RP2A-7 EXTERIOR SITE PEDESTRIAN LIGHTING - SECURITY AUTO-ON VIA TIMECLOCK 30 MINUTES PRIOR TO SUNSET, AUTO-OFF VIA TIMECLOCK 30 MINUTES AFTER SUNRISE 277 V HL2B 20 RP2A-8 EXTERIOR BOLLARD LIGHTING AUTO-ON VIA TIMECLOCK 30 MINUTES PRIOR TO SUNSET, AUTO-OFF VIA TIMECLOCK 1 HOUR AFTER CLOSE OF BUSINESS 277 V HL2B 20 RP2A-9 EXTERIOR BOLLARD LIGHTING - SECURITY AUTO-ON VIA TIMECLOCK 30 MINUTES PRIOR TO SUNSET, AUTO-OFF VIA TIMECLOCK 30 MINUTES AFTER SUNRISE 277 V HL2B 20 RP2A-10 NATATORIUM FOYER & ENTRY CORRIDOR AUTO-ON VIA TIMECLOCK 30 MINUTES PRIOR TO START OF BUSINESS, AUTO-OFF VIA TIMECLOCK 1 HOUR AFTER CLOSE OF BUSINESS. 277 V HA2A 19 RP2A-11 EXTERIOR BUILDING LIGHTING - EAST AUTO-ON VIA TIMECLOCK 30 MINUTES PRIOR TO START OF BUSINESS, AUTO-OFF VIA TIMECLOCK 1 HOUR AFTER CLOSE OF BUSINESS. 277 V HA2A 21 RP2A-12 EXTERIOR BUILDING LIGHTING - WEST AUTO-ON VIA TIMECLOCK 30 MINUTES PRIOR TO START OF BUSINESS, AUTO-OFF VIA TIMECLOCK 1 HOUR AFTER CLOSE OF BUSINESS. 277 V HA2A 21 RP2A-13 POOL LIGHTS AUTO-ON VIA TIMECLOCK 30 MINUTES PRIOR TO START OF BUSINESS, AUTO-OFF VIA TIMECLOCK 1 HOUR AFTER CLOSE OF BUSINESS. 120 V LP2A 34 RELAY PANEL - RP2B RELAY SWITCH ID RELAY DESCRIPTION CONT. SEQUENCE RELAY VOLTAGE PANEL CKT # RP2B-1 OFFICE CORRIDOR LIGHTING AUTO-ON VIA TIMECLOCK 30 MINUTES PRIOR TO START OF BUSINESS, AUTO-OFF VIA TIMECLOCK 1 HOUR AFTER CLOSE OF BUSINESS. 277 V HL2B 2 RP2B-2 LOBBY LIGHTING AUTO-ON VIA TIMECLOCK 30 MINUTES PRIOR TO START OF BUSINESS, AUTO-OFF VIA TIMECLOCK 1 HOUR AFTER CLOSE OF BUSINESS. 277 V HL2B 4 RP2B-3 LOBBY RECEPTION DESK LIGHTING AUTO-ON VIA TIMECLOCK 30 MINUTES PRIOR TO START OF BUSINESS, AUTO-OFF VIA TIMECLOCK 1 HOUR AFTER CLOSE OF BUSINESS. 277 V HL2B 4 RP2B-5 ABOVE TRACK LIGHTING AUTO-ON VIA TIMECLOCK 30 MINUTES PRIOR TO START OF BUSINESS, AUTO-OFF VIA TIMECLOCK 1 HOUR AFTER CLOSE OF BUSINESS. 277 V HL2B 7 RP2B-6 NORTH GYM LIGHTING AUTO-ON VIA TIMECLOCK 30 MINUTES PRIOR TO START OF BUSINESS, AUTO-OFF VIA TIMECLOCK 1 HOUR AFTER CLOSE OF BUSINESS. 277 V HL2B 8 RP2B-7 NORTH GYM LIGHTING - EMERGENCY AUTO-ON VIA TIMECLOCK 30 MINUTES PRIOR TO START OF BUSINESS, AUTO-OFF VIA TIMECLOCK 1 HOUR AFTER CLOSE OF BUSINESS. 277 V HL2B 9 RP2B-8 SOUTH GYM LIGHTING AUTO-ON VIA TIMECLOCK 30 MINUTES PRIOR TO START OF BUSINESS, AUTO-OFF VIA TIMECLOCK 1 HOUR AFTER CLOSE OF BUSINESS. 277 V HL2B 10 RP2B-9 SOUTH GYM LIGHTING - EMERGENCY AUTO-ON VIA TIMECLOCK 30 MINUTES PRIOR TO START OF BUSINESS, AUTO-OFF VIA TIMECLOCK 1 HOUR AFTER CLOSE OF BUSINESS. 277 V HL2B 11 RP2B-10 CARDIO LINEAR LIGHTING AUTO-ON VIA TIMECLOCK 30 MINUTES PRIOR TO START OF BUSINESS, AUTO-OFF VIA TIMECLOCK 1 HOUR AFTER CLOSE OF BUSINESS. 277 V HL2B 7 RP2B-11 LOBBY LARGE PENDANT LIGHTING AUTO-ON VIA TIMECLOCK 30 MINUTES PRIOR TO START OF BUSINESS, AUTO-OFF VIA TIMECLOCK 1 HOUR AFTER CLOSE OF BUSINESS. 277 V HL2B 4 RP2B-12 STAIR LIGHTING AUTO-ON VIA TIMECLOCK 30 MINUTES PRIOR TO START OF BUSINESS, AUTO-OFF VIA TIMECLOCK 1 HOUR AFTER CLOSE OF BUSINESS. 277 V HL2B 6 RP2B-13 LOBBY RECEPTION DESK LIGHTING AUTO-ON VIA TIMECLOCK 30 MINUTES PRIOR TO START OF BUSINESS, AUTO-OFF VIA TIMECLOCK 1 HOUR AFTER CLOSE OF BUSINESS. 120 V LP2B 84 WS1 BUTTON CONFIGURATION BUTTON RELAYS CONTROLLED 'LOUNGE' RP1B-1 'RECPT. DESK' RP1B-2,3,4 'STRENGTH' RP1B-6 RP1B-5 'LOWER TRACK' RP2B-6,7,8,9'GYM' TBDSPARE A. B. C. D. E. F. G. H. I. MECHANICAL EQUIPMENT GENERAL NOTES REFER TO MECHANICAL PLANS FOR SPECIFIC EQUIPMENT LOCATIONS AND REQUIREMENTS. PRIOR TO ROUGH-IN, COORDINATE ALL MECHANICAL EQUIPMENT POWER AND CONNECTION REQUIREMENTS WITH MECHANICAL CONTRACTOR'S FINAL SHOP DRAWINGS. PROVIDE ALL 120V CONTROL WIRING, REFER TO SPECIFICATIONS FOR FURTHER CONTROL WIRING CLARIFICATION. FOR ANY VAV SYSTEM COORDINATE POWER REQUIREMENTS WITH MECHANICAL CONTRACTOR AND PROVIDE 120V CONNECTIONS AT EACH VAV BOX, OR AT CENTRAL CONTROL PANEL LOCATION(S) AS REQUIRED. IF EXACT QUANTITIES AND LOCATIONS FOR CONTROL PANELS ARE NOT KNOWN AT BID TIME, E.C. IS TO INCLUDE ONE 120V CONNECTION AT EACH VAV DEVICE IN THE BASE BID PRICE AND PROVIDE A CREDIT DURING CONSTRUCTION IF LESS CONNECTIONS ARE REQUIRED. EXTERIOR DISCONNECT SWITCHES ARE TO BE PROVIDED AS NEMA 3R EQUIPMENT UNLESS OTHERWISE NOTED. PROVIDE WEATHERPROOF 120 VOLT GFCI RECEPTACLES WITHIN 25' OF ALL ROOFTOP HEATING, VENTILATING, AND AIR CONDITIONING EQUIPMENT. CIRCUIT TO SPARE CIRCUIT ON NEAREST 120V PANELBOARD OR AS INDICATED ON PLANS. PROVIDE DUCT DETECTION ON ALL RETURN AIR SYSTEMS OF 2,000 CFM OR GREATER, AND FOR ALL SUPPLY AIR SYSTEMS 15,000 CFM OR GREATER, INCLUDING THOSE SYSTEMS SERVING MULTIPLE FLOORS. PROVIDE ADDITIONAL DUCT DETECTORS AND INSTALL REMOTE INDICATOR LIGHTS AS REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION. FOR ANY BOILER MECHANICAL SYSTEM, E.C. IS TO PROVIDE AN EMERGENCY PUSHBUTTON OFF AND ANY CONTROL WIRING REQUIRED. COORDINATE EXACT REQUIREMENTS WITH MECHANICAL CONTRACTOR AND EQUIPMENT PRIOR TO INSTALLATION. EC TO PROVIDE HAND/OFF/AUTO STARTERS FOR ALL MOTORS WHEN NOT INDICATED AS TO BE PROVIDED BY THE MECHANICAL CONTRACTOR ON THE MECHANICAL PLANS. SIZE OF STARTER TO BE BASED UPON SIZE OF MOTOR HORSEPOWER INDICATED. GENERAL NOTES SPECIFIC NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. UNIT POWERED FROM DSCU-1. TIE INTO LOCAL LIGHTING OCCUPANCY SENSOR SWITCH. PROVIDE SEPERATE PRICING FOR ELECTRICAL CONNECTIONS FOR MECHANICAL ALTERNATE UNIT AS NOTED ON MECHANICAL DRAWINGS, PER ALTERNATE #2. PROVIDE (1) 120V, 20AMP CIRCUIT FOR CONTROL PANEL. EC SHALL PROVIDE ELECTRICAL CONNECTIONS FOR CONTROL PANELS, POOL CONTRACTOR TO PROVIDE WIRING TO PUMPS AS INDICATED ON MECHANICAL DRAWINGS. COORDINATE FAN SPEED SWITCH CONNECTION REQUIREMENTS PRIOR TO ROUGH-IN. EC SHALL PROVIDE FIRE ALARM TIE-IN TO CEILING FAN CONTROLS CONTRACTOR FOR FIRE ALARM SYSTEM SHUT DOWN OF CEILING FAN UPON ACTIVATION OF FIRE ALARM CONDITION. CEILING FAN CONTROLS CONTACTOR SHALL BE FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR AND WIRED BY EC. COORDINATE EXACT CONNECTION REQUIREMENTS WITH MECHANICAL DRAWINGS PRIOR TO ROUGH-IN. EC SHALL CONFIRM OVERCURRENT PROTECTION FOR ELEVATOR IS COORDINATED WITH MANUFACTURER'S SHOP DRAWING SUBMITTALS, FOR THE ACTUAL EQUIPMENT TO BE INSTALLED. ELEVATOR CONTROLLER LOCATED IN MANUFACTUER POWER CONTROL PANEL WITH 80A/3P SHUNT TRIP CIRCUIT BREAKER. COODRINATE AUXILLARY CONTACTS WITH MANUFACTURER'S APPROVED ELEVATOR SHOP DRAWINGS FOR FIRE ALARM RECALL CAPABILITY. BOILER SHALL BE PROVIDED WITH 'EPO' TYPE SWITCH FOR EMERGENCY SHUT DOWN OF BOILER POWER. EPO SWITCH FURNISHED AND INSTALLED BY TEMPERATURE CONTROLS CONTRACTOR AND WIRED BY EC. COORDINATE EXACT CONNECTION REQUIREMENTS AND MOUNTING LOCATION WITH MECHANICAL DRAWINGS PRIOR TO ROUGH-IN. EC SHALL INTERCONNECT SHUNT TRIP BREAKER WITH MECHANICAL EXHAUST HOOD, PROVIDE CONTROLS AS NOTED IN MECHANICAL DRAWINGS. POOL EQUIPMENT NOTES A PROVIDE 120V CONTROL WIRING AS REQUIRED PER POOL EQUIPMENT SCHEDULE ON POOL DRAWINGS. B REFER TO POOL DRAWINGS FOR EQUIPMENT LOCATIONS. C FIELD VERIFY ALL EQUIPMENT LOADS, VOLTAGES, AND RECOMMENDED FUSE SIZING PRIOR TO ENERGIZING CIRCUIT. D THE ELECTRICAL CONTRACTOR SHALL REVIEW ALL AQUATICS PLANS AND PROVIDE ALL WORK AS CALLED OUT TO BE COMPLETED BY THE ELECTRICAL CONTRACTOR. COORDINATE WITH POOL CONTRACTOR. E ALL DISCONNECTS SHALL BE NEMA 3R RATED WITH NON-METALLIC ENCLOSURE AND STAINLESS STEEL HARDWARE FOR CORROSION RESISTANCE. F MOTORS REQUIRING STARTERS SHALL UTILIZE COMBINATION START/DISCONNECT. STARTERS SHALL BE NON-REVERSING WITH NEMA SIZE AS LISTED. ALL STARTERS SHALL UTILIZE CIRCUIT BREAKERS FOR OVERCURRENT PROTECTION. UNITS NOTED TO BE CONTROLLED WITH VFD SHALL BE PROVIDED AS A COMBINATION VFD/DISCONNECT, SPECIFIED IN AQUATICS DRAWINGS. G PROVIDE FLEXIBLE CONDUIT CONNECTION AT ALL PUMP MOTORS, MINIMUM 18" IN LENGTH. H WHERE MOTOR IS WITHIN SIGHT (PER THE DEFINITION OF THE NEC) OF THE MCC, THE INDICATED DISCONNECT SWITCH IS NOT REQUIRED. I ALL MOTORS GREATER THAN 7.5 HORSEPOWER ARE TO BE PROVIDED WITH THREE PHASE PROTECTION. J ELECTRICAL CONTRACTOR SHALL REFERENCE POOL WIRING DIAGRAMS AND SEQUENCE OF OPERATIONS FOR INTERLOCKS PROVIDED ON THE AQUATIC DESIGNERS DRAWINGS. L PROVIDE CLEARLY LABELED EMERGENCY SHUTOFF BUTTONS FOR THE PURPOSE OF STOPPING THE MOTORS THAT PROVIDE POWER TO ALL NON-FILTRATION PUMPS PER POOL ENGINEER. EMERGENCY SHUTOFF BUTTON LOCATIONS SHALL BE COORDINATED WITH THE OWNER OR THE OWNER'S RISK MANAGEMENT CONSULTANT. M EC SHALL REFER TO THE POOL CONSTRUCTION DRAWINGS FOR DELINEATION OF RESPONSIBILITIES BETWEEN POOL AND ELECTRICAL CONTRACTORS FOR WHO FURNISHES AND INSTALLS POOL EQUIPMENT, AS WELL AS WHO PROVIDES LINE, LOW VOLTAGE, AND CONTROL WIRING CONNECTIONS. 1 ANTICIPATED FUTURE INSTALLATION OF EQUIPMENT, PROVIDED FOR APPROXIMATE ELECTRICAL LOAD USAGE TO ACCOMODATE FUTURE LOADS ON NEW SERVICE/PANELS. GENERAL NOTES SPECIFIC NOTES 2 REFER TO PLANS FOR EPO/TIMER JUNCTION BOX LOCATIONS AND CONDUIT REQUIREMENTS FOR FUTURE INSTALLATION PER AQUATICS DRAWINGS. 3 EC SHALL PROVIDE A COMBINATION MOTOR STATER WITH "START-STOP" BUTTONS AND VARIABLE FREQUENCY DRIVE WITH MANUAL BYPASS. 4 WET NICHE POOL LIGHT LOCATION. LIGHT NICHE PROVIDED AND INSTALLED BY POOL CONTRACTOR. NICHE SHALL BE GROUNDED/BONDED BY THE ELECTRICAL CONTRACTOR. WET NICHE LUMINAIRES SHALL BE FURNISHED BY THE POOL CONTRACTOR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. WATERTIGHT CONDUIT, POOL RATED JUNCTION BOXES, CONTROLS, AND GFI PROTECTION SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR IN ACCORDANCE WITH NEC ARTICLE #680. 5 ACID PUMP 1 SHALL BE FED FROM CHEMICAL CONTROLLER 1. CORD PLUGS INTO CHEMICAL CONTROLLER RECEPTACLE. RE: AQUATICS. 6 RE: RELAY PANEL RP2A FOR CIRCUITING INFORMATION AE DESIGN Integrated Lighting and Electrical Solutions 1900 Wazee Street #350 Denver, CO 80202 303.296.3034 aedesign-inc.com SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET Project #: 3256.00 12-13-16 BULLETIN NO. 4 As indicated 12 / 1 4 / 2 0 1 6 9 : 5 1 : 3 5 A M C: \ U s e r s \ k m e n y h a r t \ D o c u m e n t s \ 3 2 5 6 . 0 0 - E V C C E l e c C e nt r a l _ k m e n y h a r t @ a e d e s i g n - i n c . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R VRP, ESN TPK, KM 10-31-2016 16003 ELECTRICAL SCHEDULES E500 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O MECHANICAL SCHEDULE KEY EQUIPMENT DESCRIPTION LOAD ELECTRICAL MOCP FEEDER DISCONNECT PANEL CIRCUIT NOTES B 1 BOILER 12 FLA 120 V/1-1440 VA 15 2#12, #12G, 3/4"C $TO LP2A 4 8 B 2 BOILER 12 FLA 120 V/1-1440 VA 15 2#12, #12G, 3/4"C $TO LP2A 5 8 B 3 BOILER 12 FLA 120 V/1-1440 VA 15 2#12, #12G, 3/4"C $TO LP2A 6 8 CF 1 CEILING FAN 1070 VA 480 V/3-1070 VA 15 3#12, #12G, 3/4"C INTEGRAL HM2B 1,3,5 6 CF 2 CEILING FAN 1070 VA 480 V/3-1070 VA 15 3#12, #12G, 3/4"C INTEGRAL HM2B 1,3,5 6 CF 3 CEILING FAN 900 VA 480 V/3-900 VA 15 3#12, #12G, 3/4"C INTEGRAL HM2A 14,16,18 6 CF 4A CEILING FAN (ALTERNATE) 850 VA 480 V/3-850 VA 15 3#12, #12G, 3/4"C INTEGRAL HM2A 21,23,25 3,6 CF 5A CEILING FAN (ALTERNATE) 850 VA 480 V/3-850 VA 15 3#12, #12G, 3/4"C INTEGRAL HM2A 22,24,26 3,6 CP 1 CIRCULATION PUMP 1/6 HP 120 V/1-528 VA 15 2#12, #12G, 3/4"C 30A/1P LP2A 7 CP 2 CIRCULATION PUMP 1/6 HP 120 V/1-528 VA 15 2#12, #12G, 3/4"C 30A/1P LP2A 8 CP 3 CIRCULATION PUMP 1/6 HP 120 V/1-528 VA 15 2#12, #12G, 3/4"C 30A/1P LP2A 9 CUH 1 CABINET UNIT HEATER 2.24 FLA 120 V/1-269 VA 15 2#12, #12G, 3/4"C $TO LP2A 13 CUH 2 CABINET UNIT HEATER 2.24 FLA 120 V/1-269 VA 15 2#12, #12G, 3/4"C $TO LP2A 13 CUH 3 CABINET UNIT HEATER 2.24 FLA 120 V/1-269 VA 15 2#12, #12G, 3/4"C $TO LP1B 3 CUH 4 CABINET UNIT HEATER 2.24 FLA 120 V/1-269 VA 15 2#12, #12G, 3/4"C $TO LP1B 1 CUH 5 CABINET UNIT HEATER 4.88 FLA 120 V/1-586 VA 15 2#12, #12G, 3/4"C $TO LP1B 1 DSCU 1 DUCTLESS SPLIT SYSTEM CONDENSING UNIT 15.6 FLA 208 V/2-3245 VA 20 2#12, #12G, 3/4"C 30A/2P LP2B 2,4 DSIU 1 DUCTLESS SPLIT SYSTEM INDOOR UNIT -- 208 V/1-0 VA -- -- --1 EF 1 EXHAUST FAN 1/4 HP 120 V/1-696 VA 15 2#12, #12G, 3/4"C INTEGRAL LP2A 15 EF 2 EXHAUST FAN 1 HP 208 V/2-1840 VA 20 2#12, #12G, 3/4"C INTEGRAL LP2A 69,71 EF 3 EXHAUST FAN 81 W 120 V/1-81 VA 15 2#12, #12G, 3/4"C INTEGRAL LP2A 3 2 EF 4 EXHAUST FAN 1/4 HP 120 V/1-696 VA 15 2#12, #12G, 3/4"C INTEGRAL LP2A 18 EF 5 EXHAUST FAN 1/4 HP 120 V/1-696 VA 15 2#12, #12G, 3/4"C INTEGRAL LP2A 19 EF 6 EXHAUST FAN 1 HP 208 V/2-1664 VA 15 2#10, #10G, 3/4"C INTEGRAL LP2A 14,16 EF 7 EXHAUST FAN 135 W 120 V/1-135 VA 15 2#12, #12G, 3/4"C INTEGRAL LP2B 1 2 EF 8 EXHAUST FAN 135 W 120 V/1-135 VA 15 2#12, #12G, 3/4"C INTEGRAL LP2B 1 2 EF 9 EXHAUST FAN 1/4 HP 120 V/1-696 VA 15 2#12, #12G, 3/4"C INTEGRAL LP2B 6 EF 10 EXHAUST FAN 1/4 HP 120 V/1-696 VA 15 2#12, #12G, 3/4"C INTEGRAL LP2B 7 EF 11 EXHAUST FAN 1/4 HP 120 V/1-696 VA 15 2#12, #12G, 3/4"C INTEGRAL LP2B 8 EF 12 EXHAUST FAN 1/4 HP 120 V/1-696 VA 15 2#12, #12G, 3/4"C INTEGRAL LP2B 9 EF 13 EXHAUST FAN 3.3 FLA 120 V/1-348 VA 15 2#12, #12G, 3/4"C INTEGRAL LP1B 76 EF 14 EXHAUST FAN 3/4 HP 120 V/1-1656 VA 25 2#10, #10G, 3/4"C INTEGRAL LP2A 20 EF 15 EXHAUST FAN 1/4 HP 120 V/1-696 VA 15 2#12, #12G, 3/4"C INTEGRAL LP2B 10 EF 16 EXHAUST FAN 1.1 FLA 120 V/1-128 VA 15 2#12, #12G, 3/4"C INTEGRAL LK1B 19 EF 17 EXHAUST FAN 1 HP 208 V/2-1664 VA 15 2#12, #12G, 3/4"C INTEGRAL LP2A 73,75 ELEV 1 ELEVATOR 20 HP 480 V/3-31868 VA 100 3#1, 1#6G, 1-1/2"C 100A/3P MDC 15 7 GWH 1 GAS WATER HEATERS 2 A 120 V/1-240 VA 15 2#12, #12G, 3/4"C $TO LP2A 11 GWH 2 GAS WATER HEATERS 2 A 120 V/1-240 VA 15 2#12, #12G, 3/4"C $TO LP2A 11 GWH 3 GAS WATER HEATERS 2 A 120 V/1-240 VA 15 2#12, #12G, 3/4"C $TO LP2A 11 KH 1 KITCHEN HOOD 15 FLA 120 V/1-1800 VA 20 2#12, #12G, 3/4"C INTEGRAL LK1B 21 9 MAU 1 GAS FIRED MAKE-UP-AIR UNIT 4.24 FLA 480 V/3-3525 VA 15 3#12, #12G, 3/4"C 30A/3P HM2A 13,15,17 P 1 PUMP 1.5 HP 480 V/3-2494 VA 15 3#12, #12G, 3/4"C 30A/3P HM2A 1,3,5 P 2 PUMP 1.5 HP 480 V/3-2494 VA 15 3#12, #12G, 3/4"C 30A/3P HM2A 7,9,11 PDU 1A NATATORIUM DEHUMIDIFICATION/HEAT RECOVERY UNIT - ALTERNATE 31.2 FLA 480 V/3-25908 VA 50 3#6, 1#10G, 1"C 60A/3P HM2A 8,10,12 3 PDU 2 NATATORIUM DEHUMIDIFICATION/HEAT RECOVERY UNIT 29.1 FLA 480 V/3-25908 VA 40 3#8, 1#10G, 1"C 60A/3P HM2A 2,4,6 PP 1 IN-LINE PUMP 2/5 HP 120 V/1-1176 VA 20 2#12, #12G, 3/4"C $TO LP2A 10 RTU 1 ROOF TOP UNIT 91.7 FLA 480 V/3-76235 VA 125 4#1/0,1#6G, 1-1/2"C INTEGRAL MDC 12 RTU 2 ROOF TOP UNIT 69.2 FLA 480 V/3-57530 VA 90 4#2, 1#8G, 1-1/2"C INTEGRAL MDC 13 RTU 3 ROOF TOP UNIT 183.3 FLA 480 V/3-152388 VA 225 4#4/0, 1#4G, 2-1/2"C INTEGRAL MDC 14 SE 1,2 SEWAGE EJECTOR PUMP 1/2 HP 120 V/1-1176 VA 20 2#12, #12G, 3/4"C 30A/1P LA2A 2 4 SP 1 SUMP PUMP 1/2 HP 120 V/1-1176 VA 20 2#12, #12G, 3/4"C 30A/1P LP1B 74 4 TF 1 TRANSFER FAN 81 W 120 V/1-350 VA 15 2#12, #12G, 3/4"C INTEGRAL LP2B 1 5 TF 2 TRANSFER FAN 285 W 120 V/1-350 VA 15 2#12, #12G, 3/4"C INTEGRAL LP1B 17 5 TF 3 TRANSFER FAN 350 W 120 V/1-350 VA 15 2#12, #12G, 3/4"C INTEGRAL LP2A 3 5 UH 1 UNIT HEATER 0.8 FLA 120 V/1-96 VA 15 2#12, #12G, 3/4"C INTEGRAL LP2A 13 5 UH 2 UNIT HEATER 0.8 FLA 120 V/1-96 VA 15 2#12, #12G, 3/4"C INTEGRAL LP2A 13 5 UH 3 UNIT HEATER 0.8 FLA 120 V/1-96 VA 15 2#12, #12G, 3/4"C INTEGRAL LP2A 13 5 UH 4 UNIT HEATER 0.8 FLA 120 V/1-96 VA 15 2#12, #12G, 3/4"C INTEGRAL LP1B 3 5 UH 5 UNIT HEATER 0.8 FLA 120 V/1-96 VA 15 2#12, #12G, 3/4"C INTEGRAL LP1B 1 5 UH 6 UNIT HEATER 0.8 FLA 120 V/1-96 VA 15 2#12, #12G, 3/4"C INTEGRAL LP2A 17 5 POOL EQUIPMENT SCHEDULE KEY # LOAD EQUIPMENT DESCRIPTION ELECTRICAL DATA MOCP FEEDER DISCONNECT STARTER AUX CONTACTS PANEL CIRCUIT NOTES AC 1 15 A DEFENDER FILTER AIR COMPRESSOR 120 V/1-1800 VA 20 2#12, #12G, 3/4"C NEMA 5-20R LA2A 4 AP 1 1/30 HP ACID PUMPS 120 V/1-120 VA 20 PROVIDED CORD/PLUG LA2A 6 5 CC 1 10 A CHEMICAL CONTROLLER 120 V/1-1200 VA 20 2#12, #12G, 3/4"C NEMA 5-20R LA2A 7 CCBP 1 1/2 HP CLEAR COMFORT BOOSTER PUMP 1 120 V/1-1176 VA 20 2#12, #12G, 3/4"C $TO LA2A 1 CCEB 1 1/2 HP CHEMICAL CABINET EXHAUST BLOWER 1 120 V/1-1176 VA 20 2#12, #12G, 3/4"C $TO LA2A 8 CCEB 2 1/2 HP CHEMICAL CABINET EXHAUST BLOWER 2 120 V/1-1176 VA 20 2#12, #12G, 3/4"C $TO LA2A 9 CCS 1 10 A CLEAR COMFORT SUPPLIMENTAL TREATMENT 120 V/1-1200 VA 20 2#12, #12G, 3/4"C $TO LA2A 12 CH 1 15 A PPG CHLORINATOR 120 V/1-1800 VA 20 2#12, #12G, 3/4"C $TO LA2A 11 CP 1 40 HP LEISURE POOL CURRENT PUMP 1 480 V/3-41430 VA 90 3#2, 1#8G, 1-1/4"C 100A/3P NEMA TYPE 3 (1) NC, (1) NO HA2A 8,10,12 3 CP 2 40 HP LEISURE POOL CURRENT PUMP 2 480 V/3-41430 VA 90 3#2, 1#8G, 1-1/4"C 100A/3P NEMA TYPE 3 (1) NC, (1) NO HA2A 13,15,17 3 ECH 3 100 W EXISTING POOL CHLORINATOR 120 V/1-100 VA 20 2#12, #12G, 3/4"C $TO LA2A 15 FC 1 20 A DEFENDER FILTER CONTROLLER 1 120 V/1-1800 VA 20 2#12, #12G, 3/4"C NEMA 5-20R LA2A 3 LAP 1 5 HP LEISURE AMENITY PUMP 1 480 V/3-6057 VA 15 3#12, #12G, 3/4"C 30A/3P NEMA TYPE 0 (1) NC, (1) NO HA2A 1,3,5 3 LAP 2 5 HP LEISURE AMENITY PUMP 2 480 V/3-6057 VA 15 3#12, #12G, 3/4"C 30A/3P NEMA TYPE 0 (1) NC, (1) NO HA2A 2,4,6 3 LCP 1 7.5 HP LEISURE CIRCULATION PUMP 480 V/3-8769 VA 20 3#12, #12G, 3/4"C 30A/3P NEMA TYPE 1 (1) NC, (1) NO HA2A 7,9,11 3 LH 1 15 A LEISURE HEATER 120 V/1-1800 VA 20 2#12, #12G, 3/4"C $TO LA2A 5 WN A 100 W LEISURE POOL WET NICHE LIGHTING 120 V/1-100 VA 20 2#12, #12G, 3/4"C RELAY 4,5 FUTURE POOL EQUIPMENT SCHEDULE KEY # LOAD EQUIPMENT DESCRIPTION ELECTRICAL DATA MOCP FEEDER DISCONNECT NOTES AP 2 1/30 HP ACID PUMPS (FUTURE) 120 V/1-120 VA 20 -- -- 1 CC 2 10 A CHEMICAL CONTROLLER (FUTURE) 120 V/1-1200 VA 20 -- -- 1 CCBP 2 1/2 HP CLEAR COMFORT BOOSTER PUMP 2 (FUTURE) 120 V/1-1176 VA 20 -- -- 1 CCS 2 10 A CLEAR COMFORT SUPPLIMENTAL TREATMENT (FUTURE) 120 V/1-1200 VA 20 -- -- 1 CH 2 15 A PPG CHLORINATOR (FUTURE) 120 V/1-1800 VA 20 ---- 1 FC 2 20 A DEFENDER FILTER CONTROLLER 2 (FUTURE) 120 V/1-1800 VA 20 -- -- 1 SCP 1 3 HP SPA CIRCULATION PUMP (FUTURE) 480 V/3-3828 VA 15 -- -- 1,2 SH 1 15 A SPA HEATER (FUTURE) 120 V/1-1800 VA 20 -- -- 1 SJB 1 3 HP SPA JET AIR BLOWER (FUTURE) 480 V/3-3828 VA 15 -- -- 1 SJP 1 5 HP SPA JET PUMP (FUTURE) 480 V/3-6057 VA 15 -- -- 1,2 SLCP 1 15 HP SLIDE CIRCULATION PUMP (FUTURE) 480 V/3-16737 VA 15 -- -- 1,2 KITCHEN EQUIPMENT SCHEDULE KEY EQUIPMENT DESCRIPTION ELECTRICAL DATA LOAD MOCP FEEDER DISCONNECT PANEL CIRCUIT NOTES KE-1 ELECTRIC RANGE 208 V/2-10670 VA 51.3 A 70A/2P 2#4, 1#8G, 1-1/4"C 100A/2P LK1B 18,20 CIRCUIT TO BE CONTROLLED VIA A SHUNT TRIP CIRCUIT BREAKER AND OPERATED VIA THE HOOD FIRE SUPPRESSION CONTROL PANEL. COORDINATE EXACT REQUIREMENTS WITH FIRE SUPRESSION SYSTEM MANUFACTURER'S APPROVIDE SHOP DRAWINGS. KE-2 DISHWASHER 120 V/1-3660 VA 30.5 A 40A/1P 3#8, 1#10G, 1"C 60A/1P LK1B 2 KE-3.1 REFRIGERATOR/FREEZER 120 V/1-1692 VA 14.1 A 20A/1P 2#12, 1#12G, 3/4"C 30A/1P LK1B 12 KE-3.2 REFRIGERATOR/FREEZER 120 V/1-1692 VA 14.1 A 20A/1P 2#12, 1#12G, 3/4"C 30A/1P LK1B 13 KE-4.1 ICE MACHINE 120 V/1-1296 VA 10.8 A 20A/1P 2#12, #12G, 3/4"C 30A/1P LK1B 25 KE-5 HOOD FIRE SUPRESSION SYSTEM 120 V/1-152 VA 7.6 A 20A/1P 2#12, 1#12G, 3/4"C -- LK1B 29 HOOD WITH INTEGRAL FIRE SUPPRESSION SYSTEM PROVIDED BY OTHER. 4 4 A. B. C. LIGHTING FIXTURE NOTES ALL FLUORESCENT LAMPS TO BE 3500K COLOR TEMPERATURE AND A MINIMUM OF 82CRI, UNLESS NOTED OTHERWISE. ALL REFLECTOR LAMPS TO BE PROVIDED AS WIDE FLOOD DISTRIBUTION, UNLESS NOTED OTHERWISE. ALL FLUORESCENT LUMINAIRES THAT UTILIZE DOUBLE-ENDED LAMPS AND CONTAIN BALLASTS THAT CAN BE SERVICED IN PLACE SHALL HAVE A DISCONNECTING MEANS AS DESCRIBED IN NEC 410.130(G). GENERAL NOTES SPECIFIC NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. COORDINATE EXACT MOUNTING WITH CEILING TYPE AT ALL LOCATIONS. COORDINATE RECESSED FIXTURE DEPTH AND CLEARANCE IN FIELD PRIOR TO PURCHASE. MANUFACTURER SHALL PROVIDE (1) LED BAR ROTATED AND AIMED UPWARD SO THAT CENTER BAR POSITION IS AIMED INDIRECTLY AT CEILING. COORDINATE CUSTOM SPECIFICATION WITH MANUFACTURER PRIOR TO PURCHASE. PROVIDE SORRA 5.6 WATT MR16 GU10 REPLACEMENT LAMP(S) (3000K, 85CRI, 36 DEGREE FLOOD) OR APPROVED EQUAL, AS REQUIRED. PROVIDE 3-BAR FIXTURE WITH (2) HIGH OUTPUT BARS AIMED DIRECTLY DOWN AND TOWARD CENTER OF POOL AND (1) STANDARD OUTPUT BAR AIMED INDIRECTLY. COORDINATE EXACT BAR SPECIFICATION, LOCATIONS AND AIMING WITH MANUFACUTURER AND APPROVED SHOP DRAWINGS PRIOR TO PURCHASE. NOT USED. NOT USED. PROVIDE LIGHTING/MOUNTING DIRECTION #2. DIRECT AWAY FROM WALL AS REQUIRED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. COORDINATE CUSTOM SUSPENDED CABLE/STEM LENGTH AT EACH LOCATION PRIOR TO PURCHASE. COORDINATE EXACT FIXTURE MOUNTING HEIGHT WITH ARCHITECT PRIOR TO ROUGH-IN. COORDINATE EXACT FIXTURE LENGTH WITH PLANS AND VERIFY WITH ARCHITECT PRIOR TO PURCHASE. COORDINATE EXACT DRIVER SPECIFCIATION, QUANTITY AND MAX RUN LENGTH WITH FINAL CONNECTED FIXTURE LENGTH AND POWER REQUIREMENTS. PROVIDE ALL REQUIRED PARTS AND COMPONENTS INCLUDING CONNECTORS AND MOUNTING HARDWARE FOR A FULLY FUNCTIONAL INSTALLED SYSTEM AS INDICATED. PROVIDE BODINE ELIS-100 DIMMING EMERGENCY INVERTER OR APPROVED EQUAL FOR EMERGENCY FIXTURE OPERATION. NATATORIUM LIGHTING FIXTURE AND ALL ASSOCIATED HOUSING, HARDWARE, AND COMPONENTS EXPOSED TO ENVIRONMENT SHALL BE PROVIDED WITH NATATORIUM RATED FINISH SUITABLE FOR INTENDED USE IN CORROSIVE NATATORIUM ENVIRONMENT. MANUFACTURER SHALL PROVIDE 10-YEAR WARRANTY ON ENTIRE FIXTURE INCLUDING LED DRIVER AND BOARDS FOR USE IN NATATORIUM.. AE DESIGN Integrated Lighting and Electrical Solutions 1900 Wazee Street #350 Denver, CO 80202 303.296.3034 aedesign-inc.com SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET Project #: 3256.00 10-31-2016 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 1 1 : 1 9 : 5 9 A M C: \ U s e r s \ t k i e l t y \ D o c u m e n t s \ 3 2 5 6 . 0 0 - E V C C E l e c C e n t ra l _ t k i e l t y @ a e d e s i g n - i n c . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R VRP, ESN TPK, KM 10-31-2016 16003 ELECTRICAL SCHEDULES E501 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MANUFACTURER CATALOGUE NUMBER VOLTAGE LAM P QUA N. LAMP WATTAGE LAMP MAX WATTAGE DIMMING LOCATION BOF/RFD/ OFH NOTES W1 DECORATIVE OIL RUBBED BRONZE VANITY FIXTURE EUROPHASE 23278-011 120V 3 5 W LED 15 VA NA SURFACE WALL W2 DECORATIVE OIL RUBBED BRONZE VANITY FIXTURE EUROPHASE 23277-014 120V 2 5 W LED 10 VA NA SURFACE WALL 3,9 W3EM 4' LINEAR WALL MOUNT D/I LED W/EM BATTERY HE WILLIAMS WMAUD-4-L32-835-AF-EM/1OW-DRV-UNV 277V 1 81 W LED 81 VA NA SURFACE WALL 10'-0"AFG 9 W4 4' LINEAR WALL MOUNT DIRECT/INDIRECT LED ALERA LIGHTING LP7-OA-4-35-ML-40-WM-E-U-MW 277V 1 44 W LED 44 VA NA SURFACE WALL X1 CAST ALUMINUM GREEN LED EXIT SIGN, UNIVERSAL MOUNT HE WILLIAMS EXIT/CA-G-AF-BA-EM-SDT 277V 1 4 W LED 4 VA NA SURFACE X2 CAST ALUMINUM GREEN LED EXIT SIGN, UNIVERSAL MOUNT W/ WIREGUARD HE WILLIAMS EXIT/CA-G-AF-BA-EM-SDT-WG 277V 1 4 W LED 4 VA NA SURFACE Y1 EMERGENCY EGRESS LIGHT HE WILLIAMS EMER/PAR-WHT-WG 277V 2 5 W LED 10 VA NA SURFACE WALL EA1 LED AREA POLE LIGHT, SINGLE HEAD TYPE III KIM LIGHTING 1A-AR3P70-80L4K 277V 1 187 W LED 187 VA POLE GROUND +25'-0" AFG EA2 LED AREA POLE LIGHT, SINGLE HEAD TYPE V KIM LIGHTING 1A-AR5P70-80L4K 277V 1 188 W LED 188 VA POLE GROUND +25'-0" AFG EB3 LED BOLLARD STERNBERG LIGHTING BL4-ML360-SV1-32L45T3R-F-MDL05-UBT 277V 1 39 W LED 39 VA GROUND +4'-0" AFG EB4 LED PIER BASE MOUNT STERNBERG LIGHTING PB-ML360-SV1-32L45T5-F-MDL03-UBT 277V 1 39 W LED 39 VA SURFACE +4'-0" AFG EP1 6" EXTERIOR LED CYLINDER PENDANT DOWNLIGHT CONTECH CYL6-2-35K-MVD-P-X-M-CLR-BZ-CSK12-(BZ) 277V 1 14 W LED 14 VA PENDANT CEILING 8 EP1EM 6" EXTERIOR LED CYLINDER PENDANT DOWNLIGHT W/ EM BATTERY CONTECH CYL6-2-35K-MVD-P-X-M-CLR-BZ-CSK12-(BZ); PROVIDE (1) BODINE ELI-S-100 EM LIGHTING INVERTER 277V 1 14 W LED 14 VA PENDANT CEILING 8 EP5 LED PEDESTRIAN POLE LIGHT, SINGLE HEAD, TYPE V STERNBERG LIGHTING PT-ML660-SV1-60L45T5-MDL03-UBT 277V 1 70 W LED 70 VA POLE GROUND +15'-0" AFG EST1 LED RECESSED STEP-LIGHT BEGA 22272 277V 1 7 W LED 7 VA RECESSED WALL +2' AFG 9 EW1 SMALL LED WALL SCONCE KIM LIGHTING 1W-BNM-18L3KUV-DB 277V 1 20 W LED 20 VA SURFACE WALL +8'-0" AFG 9 EW2 LARGE LED DECORATIVE WALL SCONCE KIM LIGHTING 1W-BNS1-H3-E35-60L-3K-277-DB 277V 1 64 W LED 64 VA SURFACE WALL +15'-0" AFG 9 EW2EM LARGE LED DECORATIVE WALL SCONCE KIM LIGHTING 1W -BNS1-H3-E35-60L-3K-277-DB; PROVIDE (1) BODINE ELI-S-100 EM LIGHTING INVERTER 277V 1 64 W LED 64 VA SURFACE WALL +15'-0" AFG EW3EM EXTERIOR LED WALLPACK HE WILLIAMS VWPV-L30-730-T3-DBZ-SDGL-EM/4W-DIM-UNV UNIV 1 37 W LED 37 VA SURFACE WALL +10'-0" AFG 9 LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MANUFACTURER CATALOGUE NUMBER VOLTAGE LAM P QUA N. LAMP WATTAGE LAMP MAX WATTAGE DIMMING LOCATION BOF/RFD/ OFH NOTES C1 LED TAPELIGHT & DRIVER(S) CONTECH TLT-12-2-35-XX; (2)TLP12VH60277 277V -- 2 W LED 84 VA TBD SURFACE 10 C2 LED COVE TAPELIGHT - COMMUNITY ROOM CONTECH TLT-12-2-35-XX; (1)TLP12VH60277; TLPDIM10V 277V -- 2 W LED 40 VA 0-10V SURFACE 10 C3 LED COVE TAPELIGHT - COMMUNITY ROOM CONTECH TLT-12-2-35-XX; (1)TLP12VH60277; TLPDIM10V 277V -- 2 W LED 36 VA 0-10V SURFACE 10 C4 LED COVE TAPELIGHT - COMMUNITY ROOM CONTECH TLT-12-2-35-XX; (1)TLP12VH60277; TLPDIM10V 277V -- 2 W LED 40 VA 0-10V SURFACE 10 CF1 52" BLADE FAN MODERN FAN CO FLO-XX-52-XX-NL-009B 120V -- 76 W -- 76 VA -- PENDANT CEILING 9'-11" BOF D1 6" LED DOWNLIGHT PRESCOLITE LBP6-6LBP-11L-35-WH UNIV 1 12 W LED 12 VA 0-10V RECESSED CEILING D1EM 6" LED DOWNLIGHT WITH REMOTE EMERGENCY BATTERY INVERTER PRESCOLITE LBP6-6LBP-11L-35-WH; PROVIDE ADDITIONAL $100 PER FIXTURE MATERIAL PRICING ALLOWANCE FOR EMERGENCY LIGHTING INVERTER UNIV 1 12 W LED 12 VA 0-10V RECESSED CEILING D2 4" LED DOWNLIGHT PRESCOLITE LF4LEDG4-4LFLED5G4-35K-WT-B24 277V 1 15 W LED 15 VA 0-10V RECESSED CEILING 1 D3 4" LED DOWNLIGHT WET LISTED WILA LIGHTING 621-4-XTM19-10LM-35K-83-DA60-120-10V-NC-WETD 120V 1 15 W LED 15 VA 0-10V RECESSED CEILING D4 6" LED RECESSED WALLWASHER DOWNLIGHT PRESCOLITE LBP6-6LBP-11L-35-WH-WW 277V 1 12 W LED 12 VA 0-10V RECESSED CEILING D5 6" LED RECESSED DOWNLIGHT, ADJUSTABLE SLOPED CEILING, 3500K PRESCOLITE LFA6LEDG4-6LFALED6G4-35K-WFL45-6C3-SS-WT-B 24 277V 1 21 W LED 21 VA 0-10V RECESSED CEILING 7-5/8" RFD D5EM 6" LED RECESSED DOWNLIGHT, ADJUSTABLE SLOPED CEILING, 3500K, EM INVERTER PRESCOLITE LFA6LEDG4-6LFALED6G4-35K-WFL45-6C3-SS-WT-B 24-LPS SERIES; PROVIDE ADDITIONAL $100 PER FIXTURE MATERIAL PRICING ALLOWANCE FOR EMERGENCY LIGHTING INVERTER 277V 1 21 W LED 21 VA 0-10V RECESSED CEILING 7-5/8" RFD 11 D6 6" LED DOWNLIGHT, LEVEL GRID CEILING PRESCOLITE LF6LEDG4-6LFLED5G4-35K-WT-B24 277V 1 21 W LED 21 VA 0-10V RECESSED CEILING 7-5/8" RFD D6EM 6" LED DOWNLIGHT, LEVEL GRID CEILING, INTEGRAL EM BATTERY PRESCOLITE LF6LEDG4-6LFLED5G4-35K-WT-B24-EM 277V 1 21 W LED 21 VA 0-10V RECESSED CEILING 7-5/8" RFD 11 D7 6" HIGH-ABUSE LED DOWNLIGHT FOR NATATORIUM APPLICATION KENALL HRDL6L-19L-35K8-DV-DCC-FW-CSS-TTG UNIV 1 19 W LED 19 VA 0-10V RECESSED CEILING 6.95" RFD D7EM 6" HIGH-ABUSE LED DOWNLIGHT FOR NATATORIUM APPLICATION W/ EM BATTERY KENALL HRDL6L-19L-35K8-DV-DCC-FW-CSS-TTG-LEL UNIV 1 19 W LED 19 VA 0-10V RECESSED CEILING 6.95" RFD F1 4'-0" LED LENSED STRIPLIGHT COLUMBIA LIGHTING LCL-4-35-ML-E-U-S18 UNIV 1 53 W LED 53 VA NA PENDANT CEILING F2 8'-0" LED LENSED STRIPLIGHT COLUMBIA LIGHTING LCL-8-35-ML-E-U-S18 UNIV 1 106 W LED 106 VA NA PENDANT CEILING F3 4'-0" LED ENCLOSED & GASKETED STRIP COLUMBIA LIGHTING LXEN-4-35-LW-RFA-E-U-XEHC UNIV 1 37 W LED 37 VA NA PENDANT CEILING H1 LED GYM HIGH-BAY LUX DYNAMICS LED-GYM-4-UNV-835-HO-LPDW-4'-CUSTOM 277V 1 356 W LED 356 VA 0-10V PENDANT CEILING 2,8 H1EM LED GYM HIGH-BAY, EMERGENCY BATTERY LUX DYNAMICS LED-GYM-4-UNV-835-HO-EM-LPDW-4'-CUSTOM 277V 1 356 W LED 356 VA 0-10V PENDANT CEILING 2,8 H2 LED NATATORIUM ARCHITECTURAL HIGH-BAY LUX DYNAMICS LED-WAVE-3-UNV-TOP-835-(2)HO-(1)SO-H4P10-LA DW-4'-NAT 277V 1 226 W LED 226 VA 0-10V PENDANT CEILING 4,8 H2EM LED NATATORIUM ARCHITECTURAL HIGH-BAY, EMERGENCY LUX DYNAMICS LED-WAVE-3-UNV-TOP-835-(2)HO-(1)SO-EM-H4P10- LADW-4'-NAT 277V 1 226 W LED 226 VA 0-10V PENDANT CEILING 4,8 L1A LED SUSPENDED LINEAR WAVE CONVEX BARBICAN 19-4W-3H-CC-16-144R-LF-221-ACW-MFM-SDL-WHT- 6WLF-277V-3500K-80CRI-DB0-10V 277V 1 75 W LED 75 VA 0-10V SUSPENDED CEILING 12'-0" AFF L1B LED SUSPENDED LINEAR WAVE CONCAVE BARBICAN 19-4W-3H-CV-16-144R-LF-221-ACW-MFM-SDL-WHT- 6WLF-277V-3500K-80CRI-DB0-10V 277V 1 75 W LED 75 VA 0-10V SUSPENDED CEILING 12'-0" AFF L2 LED SUSPENDED LINEAR D/I ALERA LIGHTING LP7-OA-12-35-ML-40-CM-24-ED-U-ZT 277V 1 132 W LED 132 VA 0-10V SUSPENDED CEILING L4 4' LED WALL-GRAZE, CABLE MOUNT SUSPENSION AIMED DOWNWARD TOWARD WALL INSIGHT LIGHTING MC-6-35K-15-D-PNS-X-48"-REM-NO-BL; C1/100/PWR/277 277V 1 36 W LED 36 VA NA SUSPENDED CEILING 9 P1 6" LED CYLINDER PENDANT DOWNLIGHT CONTECH CYL6-2-35K-MVD-CF-P-CLR 277V 1 14 W LED 14 VA 0-10V PENDANT CEILING 8 P1EM 6" LED CYLINDER PENDANT DOWNLIGHT, W/ INTEGRAL EM BATTERY CONTECH CYL6-2-35K-MVD-CF-P-CLR; PROVIDE (3) BODINE ELI-S-100 EM INVERTERS 277V 1 14 W LED 14 VA 0-10V PENDANT CEILING 8 P3 17" LED PENDANT, FROSTED LENS LOWBAY DELRAY LIGHTING IL7800-750-W35-2 277V 1 50 W LED 50 VA 0-10V PENDANT CEILING P3EM 17" LED PENDANT, FROSTED LENS LOWBAY, W/ EM BATTERY PACK DELRAY LIGHTING IL7800-750-W35-2-EM 277V 1 50 W LED 50 VA 0-10V PENDANT CEILING P4 6" LED CYLINDER PENDANT DOWNLIGHT, CUSTOM COLOR FINISH CONTECH CYL6-2-35K-MVD-CF-P-CLR-CUSTOM COLOR 277V 1 14 W LED 14 VA 0-10V PENDANT CEILING 13'-0" BOF 8 P5 DECORATIVE INDUSTRIAL PENDANT HUBBARDTON FORGE 161065-82-ZM349 12V 1 50 W T4 INC 50 VA NA PENDANT CEILING P6 DECORATIVE INDUSTRIAL RLM PENDANT BARN LIGHT ELECTRIC C-WHS18-PC-615-SBK-100-WG-615-LED-1250D-300 0K-120V-277V-0-10V 277V 1 48 W LED 48 VA 0-10V PENDANT CEILING P7 LARGE SCALE DECORATIVE LOBBY PENDANT EVERGREEN DBL-CYLP35X24-2MED-9-HO-MSH 277V 1 120 W TBD 120 VA TBD PENDANT CEILING P8 LARGE 5' DECORATIVE DRUM PENDANT LUMETTA P56017-F3-D865-LED6-277-CXX3 277V 6 19 W LED 113 VA 0-10V PENDANT CEILING 8 P9 SMALL 3' DECORATIVE DRUM PENDANT LUMETTA P53414-F3-D865-LED3-277-CXX3 277V 3 19 W LED 57 VA 0-10V PENDANT CEILING 8 R1 2X4 LED D/I TROFFER HE WILLIAMS AT1-24-L55-835-D-DRV-UNV 277V 1 59 W LED 59 VA NA RECESSED CEILING R2 2X2 LED D/I TROFFER HE WILLIAMS AT1-22-L30-835-D-DRV-UNV 277V 1 31 W LED 31 VA NA RECESSED CEILING R2EM 2X2 LED D/I TROFFER W/ INTEGRAL EM BATTERY HE WILLIAMS AT1-22-L30-835-D-EM/10W-DRV-UNV 277V 1 31 W LED 31 VA NA RECESSED CEILING R3 2x2 RECESSED 1" DROP LENS FIXTURE 3G LIGHTING 3G-RKU2401-L2-30K-277-DIM-GC1-DD1 277V 1 31 W LED 28 VA 0-10V RECESSED CEILING R4 2x2 RECESSED 2" DROP LENS FIXTURE 3G LIGHTING 3G-RKU2401-L2-30K-277-DIM-GC1-DD2 277V 1 28 W LED 28 VA 0-10V RECESSED CEILING R5 2x2 RECESSED 3" DROP LENS FIXTURE 3G LIGHTING 3G-RKU2401-L2-30K-277-DIM-GC1-DD3 277V 1 28 W LED 28 VA 0-10V RECESSED CEILING R6 2X2 RECESSED 4" DROP LENS FIXTURE 3G LIGHTING 3G-RKU2401-L2-30K-277-DIM-GC1-DD4 277V 1 28 W LED 28 VA 0-10V RECESSED CEILING R7 2X2 RECESSED 5" DROP LENS FIXTURE 3G LIGHTING 3G-RKU2401-L2-30K-277-DIM-GC1-DD5 277V 1 28 W LED 28 VA 0-10V RECESSED CEILING R8 2x2 FLUSH LENS FIXTURE FOCAL POINT 3G-RKU2401-L2-30K-277-DIM-GC1-FL 277V 1 31 W LED 31 VA 0-10V RECESSED CEILING R9 2'x4' LENSED LED TROFFER, WET RATED, GASKETED HE WILLIAMS 50G-S24-L35/835-F-AF12125-DRV-277 277V 1 34 W LED 34 VA 0-10V RECESSED CEILING R10 2' LINEAR RECESSED LED SLOT FIXTURE FINELITE HP-4-R-2'-B-8-35-F-120V-SC-C1 120V 1 9 W LED 9 VA 0-10V RECESSED CEILING R11 4' LINEAR RECESSED LED SLOT FIXTURE FINELITE HP-4-R-4'-B-8-35-F-120V-SC-C1 120V 1 18 W LED 18 VA 0-10V RECESSED CEILING R12 6' LINEAR RECESSED LED SLOT FIXTURE FINELITE HP-4-R-6'-B-8-35-F-120V-SC-C1 120V 1 28 W LED 28 VA 0-10V RECESSED CEILING R12EM 6' LINEAR RECESSED LED SLOT FIXTURE, W/ EM BATTERY FINELITE HP-4-R-6'-B-8-35-F-120V-SC-C1-EM BATTERY 120V 1 28 W LED 28 VA 0-10V RECESSED CEILING R13 8' LINEAR RECESSED LED SLOT FIXTURE (120V) FINELITE HP-4-R-8'-B-8-35-F-120V-SC-C18 120V 1 37 W LED 37 VA 0-10V RECESSED CEILING R13A 8' LINEAR RECESSED LED SLOT FIXTURE (277V) FINELITE HP-4-R-8'-B-8-35-F-277V-SC-C18 277V 1 37 W LED 37 VA 0-10V RECESSED CEILING R13EM 8' LINEAR RECESSED LED SLOT FIXTURE, W/ EM BATTERY FINELITE HP-4-R-8'-B-8-35-F-120V-SC-C1-EM BATTERY 120V 1 37 W LED 37 VA 0-10V RECESSED CEILING R14 10' LINEAR RECESSED LED SLOT FIXTURE FINELITE HP-4-R-10'-B-8-35-F-120V-SC-C1 120V 1 46 W LED 46 VA 0-10V RECESSED CEILING R15 15' LINEAR RECESSED LED SLOT FIXTURE FINELITE HP-4-R-15'-B-8-35-F-120V-SC-C1 120V 1 69 W LED 69 VA 0-10V RECESSED CEILING R15A 15' LINEAR RECESSED LED SLOT FIXTURE (277V) FINELITE HP-4-R-15'-B-8-35-F-277V-SC-C1 277V 1 69 W LED 69 VA 0-10V RECESSED CEILING R15EM 15' LINEAR RECESSED LED SLOT FIXTURE, W/ EM BATTERY FINELITE HP-4-R-15'-B-8-35-F-120V-SC-C1-EM BATTERY 120V 1 69 W LED 69 VA 0-10V RECESSED CEILING R16 16' LINEAR RECESSED LED SLOT FIXTURE FINELITE HP-4-R-16'-B-8-35-F-120V-SC-C1 120V 1 74 W LED 74 VA 0-10V RECESSED CEILING R16A 16' LINEAR RECESSED LED SLOT FIXTURE (277V) FINELITE HP-4-R-16'-B-8-35-F-277V-SC-C1 277V 1 74 W LED 74 VA 0-10V RECESSED CEILING R20 20' LINEAR RECESSED LED SLOT FIXTURE FINELITE HP-4-R-20'-B-8-35-F-277V-SC-C1 277V 1 92 W LED 92 VA 0-10V RECESSED CEILING R20EM 20' LINEAR RECESSED LED SLOT FIXTURE, W/ EM BATTERY FINELITE HP-4-R-20'-B-8-35-F-277V-SC-C1-EM BATTERY 277V 1 92 W LED 92 VA 0-10V RECESSED CEILING R22 22' LINEAR RECESSED LED SLOT FIXTURE FINELITE HP-4-R-22'-B-8-35-F-277V-SC-C1 277V 1 101 W LED 101 VA 0-10V RECESSED CEILING R22EM 22' LINEAR RECESSED LED SLOT FIXTURE, W/ EM BATTERY FINELITE HP-4-R-22'-B-8-35-F-277V-SC-C1-EM BATTERY 277V 1 101 W LED 101 VA 0-10V RECESSED CEILING RG1 11' CONTINOUS RECESSED LINEAR LED SLOT FIXTURE W/ MITERED CORNER FINELITE HP-4-R-11'-B-8-35-F-120V-FA-SC-C4 120V 1 51 W LED 51 VA 0-10V RECESSED CEILING RG4 4' LED RECESSED LINEAR, REGRESSED LENS FINELITE HP-4-RG-4'-B-8-35-F-120V-C1 120V 1 18 W LED 18 VA 0-10V RECESSED CEILING RG6 6' LED RECESSED LINEAR, REGRESSED LENS FINELITE HP-4-RG-6'-B-8-35-F-120V-C1 120V 1 28 W LED 28 VA 0-10V RECESSED CEILING RG8 8' LED RECESSED LINEAR REGRESSED LENS FINELITE HP-4-RG-8'-B-8-35-F-120V-C1 120V 1 37 W LED 37 VA 0-10V RECESSED CEILING RG10 10' LED RECESSED LINEAR, REGRESSED LENS FINELITE HP-4-RG-10'-B-8-35-F-120V-C1 120V 1 46 W LED 46 VA 0-10V RECESSED CEILING RG12 12' LED RECESSED LINEAR, REGRESSED LENS FINELITE HP-4-RG-12'-B-8-35-F-120V-C1 120V 1 55 W LED 55 VA 0-10V RECESSED CEILING RG14 14' LED RECESSED LINEAR, REGRESSED LENS FINELITE HP-4-RG-14'-B-8-35-F-120V-C1 120V 1 64 W LED 64 VA 0-10V RECESSED CEILING RG15 15' LED RECESSED LINEAR, REGRESSED LENS FINELITE HP-4-RG-15'-B-8-35-F-120V-C1 120V 1 69 W LED 69 VA 0-10V RECESSED CEILING RG87 8'-7" LED RECESSED LINEAR, REGRESSED LENS FINELITE HP-4-RG-8'-7"-B-8-35-F-120V-C1 120V 1 41 W LED 41 VA 0-10V RECESSED CEILING RM1 RECESSED MULTIPLE, SINGLE HEAD LED 3G LIGHTING 3G-RC2LED-10-S-30K-40D-277V-DIM-BT-BG-BK 277V 1 10 W LED 10 VA 0-10V RECESSED CEILING RM2 RECESSED MULTIPLE, DOUBLE HEAD LED 3G LIGHTING 3G-RC1LED-10-S-30K-40D-277V-DIM-BT-BG-BK 277V 2 10 W LED 20 VA 0-10V RECESSED CEILING T1 6'-0" LED TRACK CONTECH CTL-8070-F-35-D-P; LT-6-P 120V 4 9 W LED 36 VA MLV SUSPENDED CEILING 12'-0" BOF 9 T2 6'-0" LED TRACK CONTECH CTL-8070-F-35-D-P; LT-6-P 120V 4 9 W LED 36 VA MLV SUSPENDED CEILING UC1 UNDERCABINET LED TAPELIGHT PRIMUS LIGHTING ALX4-SP-LED-35K-12-R-IM-W-X' 120V 1 3 W LED NA SURFACE 10 AE DESIGN Integrated Lighting and Electrical Solutions 1900 Wazee Street #350 Denver, CO 80202 303.296.3034 aedesign-inc.com SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET Project #: 3256.00 10-31-2016 10 / 3 1 / 2 0 1 6 1 1 : 2 0 : 0 6 A M C: \ U s e r s \ t k i e l t y \ D o c u m e n t s \ 3 2 5 6 . 0 0 - E V C C E l e c C e n t ra l _ t k i e l t y @ a e d e s i g n - i n c . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 ELECTRICAL SCHEDULES E502 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O NOTES: KITCH EQUIP:TOTAL EST. DEMAND:158 A EQUIPMENT:10020 VA 10020 VA TOTAL CONN.:145 A MOTOR:108447 VA 118805 VA TOTAL EST. LOAD:131001 VA RECEPTACLE:1080 VA 1080 VA TOTAL CONN. LOAD:120424 VA LIGHTING:877 VA 1096 VA CCT TYPE:LOAD DEMAND LOAD PANEL TOTALS LEGEND Total Amps:148 A 145 A 143 A Total Load:40813 VA 40071 VA 39501 VA 41 -- BUSSED SPACE -- --0 4920 -- -- ---- 42 39 -- BUSSED SPACE -- -- 0 5076 -- -- ---- 40 37 -- BUSSED SPACE -- -- 0 5908 3 45 PANEL 'LA2A' VIA TAA L; E; ... 38 35 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 36 33 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 34 31 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 32 29 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 30 27 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 28 25 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 26 23 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 24 21 L L 20 1 414 0 -- -- BUSSED SPACE -- 22 19 L NATATORIUM FOYER AND ENTRY LIGHTING 20 1 324 0 -- -- BUSSED SPACE -- 20 17 -- ---- --13810 0 1 20 SPARE -- 18 15 -- ---- -- 13810 0 1 20 SPARE -- 16 13 M LEISURE CURRENT PUMP #2 (CP-2) 90 3 13810 0 1 20 SPARE -- 14 11 -- ---- --2923 13810 -- -- ---- 12 9 -- ---- -- 2923 13810 -- -- ---- 10 7 M LEISURE CIRCULATION PUMP (LCP-1) 20 3 2923 13810 3 90 LEISURE CURRENT PUMP #1 (CP-1) M 8 5 -- ---- --2019 2019 -- -- ---- 6 3 -- ---- -- 2019 2019 -- -- ---- 4 1 M LEISURE AMENITY PUMP #1 (LAP-1) 15 3 2019 2019 3 15 LEISURE AMENITY PUMP #2 (LAP-2) M 2 CKT CCT TYPE LOAD DESCRIPTION TRIP POLES A B C POLES TRIP LOAD DESCRIPTION CCT TYPE CKT Notes: ENCLOSURE:TYPE 1 MCB RATING: MOUNTING:SURFACE WIRES:4 MAINS RATING:225 A SUPPLY FROM:MDC PHASES:3 MAINS TYPE:MLO LOCATION:ELEC 254 VOLTS:480/277 Wye A.I.C. RATING:42,000 AIC PANEL: HA2A NOTES: KITCH EQUIP:TOTAL EST. DEMAND:45 A EQUIPMENT:10020 VA 10020 VA TOTAL CONN.:44 A MOTOR:4704 VA 4998 VA TOTAL EST. LOAD:16223 VA RECEPTACLE:1080 VA 1080 VA TOTAL CONN. LOAD:15904 VA LIGHTING:100 VA 125 VA CCT TYPE:LOAD DEMAND LOAD PANEL TOTALS LEGEND Total Amps:49 A 43 A 41 A Total Load:5908 VA 5076 VA 4920 VA 41 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 42 39 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 40 37 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 38 35 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 36 33 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 34 31 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 32 29 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 30 27 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 28 25 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 26 23 -- SPARE 20 1 0 0 -- -- BUSSED SPACE -- 24 21 -- SPARE 20 1 0 0 -- -- BUSSED SPACE -- 22 19 -- SPARE 20 1 0 0 -- -- BUSSED SPACE -- 20 17 -- SPARE 20 1 0 0 1 20 SPARE -- 18 15 L CHLORINATOR - EXISTING POOL (ECH-3) 20 1 100 0 1 20 SPARE -- 16 13 R RECPTS - POOL MECH RM 20 1 1080 100 1 20 SE-1 AND SE-2 CONTROL PANEL E 14 11 E PPG CHLORINATOR (CH-1) 20 1 1800 1200 1 20 CLEAR COMFORT SUPP TREATMENT (CCS-1) E 12 9 M CHEM CAB EXHAUST BLOWER #2 (CCEB-2) 20 1 1176 200 1 20 AUTO FILL CONTROLLERS E 10 7 E CHEMICAL CONTROLLER (CC-1) 20 1 1200 1176 1 20 CHEM CAB EXHAUST BLOWER #1 (CCEB-1) M 8 5 E LEISURE POOL HEATER (LH-1) 20 1 1800 120 1 20 ACID PUMP (AP-1) E 6 3 E DEFENDER FILTER CONTROLLER (FC-1) 20 1 1800 1800 1 20 DEFENDER FILTER AIR COMPRESSOR (AC-1) E 4 1 M CLEAR COMFORT BOOSTER PUMP #1... 20 1 1176 1176 1 20 SEWAGE EJECTOR PUMP (SE-1,2) M 2 CKT CCT TYPE LOAD DESCRIPTION TRIP POLES A B C POLES TRIP LOAD DESCRIPTION CCT TYPE CKT Notes: ENCLOSURE:TYPE 1 MCB RATING:100 A MOUNTING:SURFACE WIRES:4 MAINS RATING:100 A SUPPLY FROM:TAA PHASES:3 MAINS TYPE:MCB LOCATION:ELEC 254 VOLTS:120/208 Wye A.I.C. RATING:22,000 AIC PANEL: LA2A (*) PROVIDE GFCI PROTECTED CIRCUIT BREAKER. NOTES: KITCH EQUIP:TOTAL EST. DEMAND:205 A EQUIPMENT:16716 VA 16716 VA TOTAL CONN.:206 A MOTOR:37995 VA 38715 VA TOTAL EST. LOAD:73866 VA RECEPTACLE:14760 VA 12380 VA TOTAL CONN. LOAD:74315 VA LIGHTING:4844 VA 6055 VA CCT TYPE:LOAD DEMAND LOAD PANEL TOTALS LEGEND Total Amps:195 A 210 A 227 A Total Load:23388 VA 24945 VA 26982 VA 83 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 84 81 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 82 79 L LIGHTING RESTROOMS 20 1 734 0 -- -- BUSSED SPACE -- 80 77 L (*)LIGHTING WOMENS LOCK. & FAM.... 20 1 1559 1000 1 20 HAND DRYER - FAM CHANGING M 78 75 -- ---- -- 832 1000 1 20 HAND DRYER - FAM CHANGING M 76 73 M EF-17 15 2 832 1000 1 20 HAND DRYER - W TOILET 223 M 74 71 -- ---- --920 1000 1 20 HAND DRYER - M TOILETS 233 M 72 69 M EF-2 30 2 920 1500 1 20 FIRE ACCORDIAN DOOR SYSTEM M 70 67 E (*) POOL VACUUM 30 1 1400 500 1 20 VAV CONTROLS TRANSFORMER E 68 65 R RECPTS - POOL AREA, EXTERIOR 20 1 900 1260 1 20 RECPTS - POOL AREA, EXTERIOR R 66 63 R RECPTS - CIRC, FOYER, CUARD CHG 20 1 540 720 1 20 RECPTS - POOL OFFICE R 64 61 E MICROWAVE - GUARDS ROOM 20 1 1000 1000 1 20 REFRIGERATOR - GUARDS ROOM E 62 59 R RECPTS - GUARDS ROOM 20 1 1440 1400 1 30 (*) POOL VACUUM E 60 57 M (*) SUIT SPINNER 20 1 1600 1600 1 30 (*) POOL VACUUM E 58 55 E EWC - MENS LOCKER 20 1 500 900 1 20 RECPTS - MENS LOCKER, MECH A102 R 56 53 -- ---- --1440 360 1 20 AC RECPTS - MENS LOCKER R 54 51 M HAIR DRYER - MENS LOCKER 20 2 1440 1000 1 20 HAND DRYER - MENS LOCKER M 52 49 -- ---- -- 1440 1440 -- -- ---- 50 47 M HAIR DRYER - MENS LOCKER 20 2 1440 1440 2 20 HAIR DRYER - WOMENS LOCKER M 48 45 R RECPTS - WOMENS LOCKER 20 1 900 500 1 20 EWC - WOMENS LOCKER E 46 43 R AC RECPTS - WOMENS LOCKER 20 1 360 360 1 20 AC RECPTS - WOMENS LOCKER R 44 41 M HAND DRYER - WOMENS LOCKER 30 1 1000 1000 1 30 HAND DRYER - WOMENS LOCKER M 42 39 M HAND DRYER - MENS LOCKER 30 1 1000 1440 -- -- ---- 40 37 R RECPTS - FAMILY CHANGING 20 1 1080 1440 2 20 HAIR DRYER - WOMENS LOCKER M 38 35 L (*)LIGHTING MENS LOCKERS 231 20 1 1351 1080 1 20 RECPTS - ROOM 206, 207, 229 R 36 33 R RECPTS - KID WATCH 20 1 900 1200 1 20 (*) POOL LIGHTS L 34 31 R RECEPTS - ROOM 202, 211, 201 20 1 720 1080 1 20 RECPTS - INDOOR PLAY R 32 29 M MOTORIZED DOOR OPENER - VESTIBULE 201 30 1 1000 1000 1 20 MOTORIZED DOOR OPENER - VESTIBULE 201 M 30 27 E MICROWAVE - PARTY ROOM 20 1 1000 1000 1 20 REFRIGERATOR - PARTY ROOM E 28 25 M DISPOSAL - PARTY ROOM 20 1 1176 360 1 20 AC RECPTS - PARTY ROOM R 26 23 R RECPTS - ROOF 20 1 720 1080 1 20 RECPTS - ROOF R 24 21 E HEAT TRACE 20 1 400 350 1 20 HEAT TRACE E 22 19 M EF-5 15 1 696 1656 1 25 EF-14 M 20 17 E UH-6 20 1 96 696 1 15 EF-4 M 18 15 M EF-1 15 1 696 832 -- -- ---- 16 13 E; M UH-1, UH-2, UH-3, CUH-1, CUH-2 15 1 826 832 2 25 EF-6 M 14 11 E GWH-1, GWH-2, GWH-3 15 1 720 200 1 20 TEMPERATURE CONTROL PANEL E 12 9 M CP-3 15 1 528 1176 1 20 PP-1 M 10 7 M CP-1 15 1 528 528 1 15 CP-2 M 8 5 E B-2 15 1 1440 1440 1 20 B-3 E 6 3 M EF-3, TF-3 15 1 431 1440 1 15 B-1 E 4 1 E RP2A 20 1 500 500 1 20 FACP E 2 CKT CCT TYPE LOAD DESCRIPTION TRIP POLES A B C POLES TRIP LOAD DESCRIPTION CCT TYPE CKT Notes: ENCLOSURE:TYPE 1 MCB RATING:250 A MOUNTING:SURFACE WIRES:4 MAINS RATING:400 A SUPPLY FROM:TPA PHASES:3 MAINS TYPE:MCB LOCATION:ELEC 254 VOLTS:120/208 Wye A.I.C. RATING:42,000 AIC PANEL: LP2A (*) ELECTRICAL EQUIPMENT INDICATED AND ASSOCIATED W ITH THIS SCOPE OF WORK SHALL BE SEPERATELY PRICED AS PART OF ALTERNATE #2. NOTES: KITCH EQUIP:TOTAL EST. DEMAND:83 A EQUIPMENT:TOTAL CONN.:76 A MOTOR:62930 VA 69407 VA TOTAL EST. LOAD:69407 VA RECEPTACLE:TOTAL CONN. LOAD:62930 VA LIGHTING: CCT TYPE:LOAD DEMAND LOAD PANEL TOTALS LEGEND Total Amps:76 A 76 A 76 A Total Load:20977 VA 20977 VA 20977 VA 41 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 42 39 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 40 37 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 38 35 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 36 33 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 34 31 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 32 29 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 30 27 -- CF-4A SHUNT TRIP -- -- 0 0 -- -- CF-5A SHUNT TRIP -- 28 25 -- ---- -- 283 283 -- -- ---- 26 23 -- ---- --283 283 -- -- ---- 24 21 M CF-4A 15 3 283 283 3 15 CF-5A M 22 19 -- SPARE 20 1 0 0 -- -- CF-3 SHUNT TRIP -- 20 17 -- ---- --1175 300 -- -- ---- 18 15 -- ---- -- 1175 300 -- -- ---- 16 13 M MAU-1 15 3 1175 300 3 15 CF-3 M 14 11 -- ---- --831 8636 -- -- ---- 12 9 -- ---- -- 831 8636 -- -- ---- 10 7 M P-2 15 3 831 8636 3 50 PDU-1A (*)M 8 5 -- ---- --831 8636 -- -- ---- 6 3 -- ---- -- 831 8636 -- -- ---- 4 1 M P-1 20 3 831 8636 3 40 PDU-2 M 2 CKT CCT TYPE LOAD DESCRIPTION TRIP POLES A B C POLES TRIP LOAD DESCRIPTION CCT TYPE CKT Notes: ENCLOSURE:TYPE 1 MCB RATING: MOUNTING:SURFACE WIRES:4 MAINS RATING:225 A SUPPLY FROM:MDC PHASES:3 MAINS TYPE:MLO LOCATION:ELEC 254 VOLTS:480/277 Wye A.I.C. RATING:42,000 AIC PANEL: HM2A AE DESIGN Integrated Lighting and Electrical Solutions 1900 Wazee Street #350 Denver, CO 80202 303.296.3034 aedesign-inc.com SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET Project #: 3256.00 10-31-2016 10 / 3 1 / 2 0 1 6 1 1 : 2 0 : 1 2 A M C: \ U s e r s \ t k i e l t y \ D o c u m e n t s \ 3 2 5 6 . 0 0 - E V C C E l e c C e n t ra l _ t k i e l t y @ a e d e s i g n - i n c . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 ELECTRICAL SCHEDULES E503 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O NOTES: KITCH EQUIP:TOTAL EST. DEMAND:101 A EQUIPMENT:48305 VA 48305 VA TOTAL CONN.:111 A MOTOR:16940 VA 17208 VA TOTAL EST. LOAD:84185 VA RECEPTACLE:26640 VA 18320 VA TOTAL CONN. LOAD:92167 VA LIGHTING:282 VA 353 VA CCT TYPE:LOAD DEMAND LOAD PANEL TOTALS LEGEND Total Amps:115 A 112 A 107 A Total Load:31738 VA 30928 VA 29501 VA 41 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 42 39 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 40 37 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 38 35 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 36 33 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 34 31 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 32 29 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 30 27 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 28 25 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 26 23 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 24 21 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 22 19 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 20 17 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 18 15 -- SPARE 20 1 0 0 -- -- BUSSED SPACE -- 16 13 -- SPARE 20 1 0 0 -- -- BUSSED SPACE -- 14 11 -- SPARE 20 1 0 6440 -- -- ---- 12 9 -- SPARE 20 1 0 6440 -- -- ---- 10 7 -- CF-1, CF-2 SHUNT TRIP -- -- 0 9120 3 45 TBT E; R 8 5 -- ---- --713 22348 -- -- ---- 6 3 -- ---- -- 713 23775 -- -- ---- 4 1 M CF-1, CF-2 15 3 713 21905 3 175 T2B L; E; ... 2 CKT CCT TYPE LOAD DESCRIPTION TRIP POLES A B C POLES TRIP LOAD DESCRIPTION CCT TYPE CKT Notes: ENCLOSURE:TYPE 1 MCB RATING: MOUNTING:SURFACE WIRES:4 MAINS RATING:225 A SUPPLY FROM:MDC PHASES:3 MAINS TYPE:MLO LOCATION:ELEC 282 VOLTS:480/277 Wye A.I.C. RATING:65,000 AIC PANEL: HM2B NOTES: KITCH EQUIP:TOTAL EST. DEMAND:173 A EQUIPMENT:30805 VA 30805 VA TOTAL CONN.:189 A MOTOR:14800 VA 15050 VA TOTAL EST. LOAD:62278 VA RECEPTACLE:22140 VA 16070 VA TOTAL CONN. LOAD:68027 VA LIGHTING:282 VA 353 VA CCT TYPE:LOAD DEMAND LOAD PANEL TOTALS LEGEND Total Amps:183 A 199 A 187 A Total Load:21905 VA 23775 VA 22348 VA 125 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 126 123 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 124 121 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 122 119 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 120 117 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 118 115 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 116 113 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 114 111 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 112 109 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 110 107 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 108 105 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 106 103 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 104 101 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 102 99 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 100 97 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 98 95 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 96 93 -- SPARE 20 1 0 0 1 20 SPARE -- 94 91 -- SPARE 20 1 0 0 1 20 SPARE -- 92 89 -- SPARE 20 1 0 0 1 20 SPARE -- 90 87 E IRRIGATION CONTROLLER 20 1 500 0 1 20 SPARE -- 88 85 E VAV CONTROLS TRANSFORMER 20 1 500 500 1 20 FIRE SMOKE DAMPER E 86 83 R RECPTS - EXTERIOR SERPENTINE WALL 20 1 900 72 1 20 LOBBY LIGHTING L 84 81 M HAND DRYER - W TEAM LOCKER 20 1 1000 900 1 20 RECPTS - PARKING LOT R 82 79 R RECPTS - W TEAM LOCKER 20 1 360 540 1 20 RECPTS - W TEAM LOCKER, EXTERIOR R 80 77 R RECPTS - POOL STORAGE, M TEAM LOCKER 20 1 900 1000 1 20 HAND DRYER - M TEAM LOCKER M 78 75 R RECEPTS - LOBBY 20 1 900 200 1 20 DOOR HOLD - VESTIBULE A104 E 76 73 R AC RECPTS - COPY 278 20 1 540 900 1 20 RECEPTS - POOL, PARTY ROOM R 74 71 R RECPTS - LAP TRACK 20 1 1440 360 1 20 RECPTS - TRACK R 72 69 R RECPTS - LOBBY FRONT DESK 20 1 1080 540 1 20 RECPTS - ROOM 123, 202 R 70 67 M GYM DIVIDER CURTAIN 20 1 800 200 1 20 LAP TIMER E 68 65 M VOLLEYBALL SLEEVE NORTH 20 1 800 800 1 20 VOLLEYBALL SLEEVE SOUTH M 66 63 M BASKETBALL LIFT SOUTH 20 1 800 800 1 20 BASKETBAL LIFT SOUTHWEST M 64 61 M BASKETBALL LIFT NORTHEAST 20 1 800 800 1 20 BASKETBALL LIFT SOUTHEAST M 62 59 M BASKETBALL LIFT NORTHWEST 20 1 800 800 1 20 BASKETBALL LIFT NORTH M 60 57 R RECPTS - CARDIO, GROUP EX 20 1 1080 1260 1 20 RECPTS - GROUP EX R 58 55 E FLOOR BOX - CARDIO 20 1 750 500 1 20 EWC - CARDIO E 56 53 E FLOOR BOX - CARDIO 20 1 750 750 1 20 FLOOR BOX - CARDIO E 54 51 R RECPTS - ROOM 203, 204, 273, LOBBY 20 1 900 750 1 20 FLOOR BOX - CARDIO E 52 49 R RECPTS - ROOM 278, 282 20 1 1080 540 1 20 RECPTS - DESK STAFF R 50 47 R AC RECPTS - ADMIN 271 20 1 540 1000 1 20 COPIER - ROOM 278 E 48 45 E PROJECTOR - CONFERENCE 275 20 1 1000 500 1 20 MOTORIZED SCREEN - CONFERENCE 275 M 46 43 E MICROWAVE - CONFERENCE 275 20 1 1000 180 1 20 AC RECPT - CONFERENCE 275 R 44 41 R RECPTS - CONFERENCE 275 20 1 1080 1000 1 20 REFRIGERATOR - CONFERENCE 275 E 42 39 R RECPTS - EXEC DIR 281 20 1 1260 1080 1 20 RECPTS - ROOM 279, 277 R 40 37 R RECPTS - FINANCE 287 20 1 1080 1440 1 20 RECPTS - ROOM 285, 283 R 38 35 E FITNESS EQUIPMENT 20 1 750 750 1 20 FITNESS EQUIPMENT E 36 33 E FITNESS EQUIPMENT 20 1 750 750 1 20 FITNESS EQUIPMENT E 34 31 E FITNESS EQUIPMENT 20 1 750 750 1 20 FITNESS EQUIPMENT E 32 29 E FITNESS EQUIPMENT 20 1 750 750 1 20 FITNESS EQUIPMENT E 30 27 E FITNESS EQUIPMENT 20 1 750 750 1 20 FITNESS EQUIPMENT E 28 25 E FITNESS EQUIPMENT 20 1 750 750 1 20 FITNESS EQUIPMENT E 26 23 E FITNESS EQUIPMENT 20 1 750 750 1 20 FITNESS EQUIPMENT E 24 21 E FITNESS EQUIPMENT 20 1 750 750 1 20 FITNESS EQUIPMENT E 22 19 E FITNESS EQUIPMENT 20 1 750 750 1 20 FITNESS EQUIPMENT E 20 17 E FITNESS EQUIPMENT 20 1 750 750 1 20 FITNESS EQUIPMENT E 18 15 E FITNESS EQUIPMENT 20 1 750 750 1 20 FITNESS EQUIPMENT E 16 13 R RECPTS - ROOF 20 1 540 720 1 20 RECPTS - ROOF R 14 11 E HEAT TRACE 20 1 1460 200 1 20 HEAT TRACE E 12 9 M EF-12 15 1 696 696 1 15 EF-15 M 10 7 M EF-10 15 1 696 696 1 15 EF-11 M 8 5 M CEILING FANS M/P GROUP EX 262 20 1 1000 696 1 15 EF-9 M 6 3 L LIGHTING RESTROOMS 203, 204 20 1 210 1623 -- -- ---- 4 1 M EF-7, EF-8, TF-1 15 1 620 1623 2 20 DSCU-1 E 2 CKT CCT TYPE LOAD DESCRIPTION TRIP POLES A B C POLES TRIP LOAD DESCRIPTION CCT TYPE CKT Notes: ENCLOSURE:TYPE 1 MCB RATING:400 A MOUNTING:SURFACE WIRES:4 MAINS RATING:400 A SUPPLY FROM:T2B PHASES:3 MAINS TYPE:MCB LOCATION:ELEC 282 VOLTS:120/208 Wye A.I.C. RATING:22,000 AIC PANEL: LP2B NOTES: KITCH EQUIP:TOTAL EST. DEMAND:37 A EQUIPMENT:TOTAL CONN.:30 A MOTOR:TOTAL EST. LOAD:31005 VA RECEPTACLE:TOTAL CONN. LOAD:24804 VA LIGHTING:24804 VA 31005 VA CCT TYPE:LOAD DEMAND LOAD PANEL TOTALS LEGEND Total Amps:31 A 41 A 18 A Total Load:8186 VA 10822 VA 5084 VA 41 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 42 39 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 40 37 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 38 35 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 36 33 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 34 31 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 32 29 -- SPARE 20 1 0 0 1 20 SPARE -- 30 27 -- SPARE 20 1 0 0 1 20 SPARE -- 28 25 -- SPARE 20 1 0 0 1 20 SPARE -- 26 23 -- SPARE 20 1 0 53 1 20 LIGHTING ELEVATOR SHAFT L 24 21 -- SPARE 20 1 0 2061 1 20 LIGHTING EXTERIOR SITE AREA L 22 19 -- SPARE 20 1 0 1083 1 20 LIGHTING EXTERIOR PEDESTRIAN &... L 20 17 L LIGHTING NATATORIUM EAST 20 1 1582 1437 1 20 LIGHTING EQUIP RMS, GUARDS L 18 15 L LIGHTING NATATORIUM NORTHEAST 20 1 2524 1808 1 20 LIGHTING NATATORIUM SOUTH L 16 13 L LIGHTING INDOOR PLAY 20 1 534 0 1 20 SPARE -- 14 11 L LIGHTING SOUTH GYM EMERGENCY 20 1 1068 683 1 20 LIGHTING M/P GROUP EX 262 L 12 9 L LIGHTING NORTH GYM 131 20 1 1068 2492 1 20 LIGHTING SOUTH GYM L 10 7 L LIGHTING ABOVE TRACK 20 1 1945 2492 1 20 LIGHTING NORTH GYM 131 L 8 5 -- SPARE 20 1 0 261 1 20 LIGHTING EXIT STAIR 133 L 6 3 -- SPARE 20 1 0 869 1 20 LIGHTING LOBBY L 4 1 -- SPARE 20 1 0 2133 1 20 LIGHTING CONFERENCE/OFFICES L 2 CKT CCT TYPE LOAD DESCRIPTION TRIP POLES A B C POLES TRIP LOAD DESCRIPTION CCT TYPE CKT Notes: ENCLOSURE:TYPE 1 MCB RATING: MOUNTING:SURFACE WIRES:4 MAINS RATING:225 A SUPPLY FROM:MDC PHASES:3 MAINS TYPE:MLO LOCATION:ELEC 282 VOLTS:480/277 Wye A.I.C. RATING:22,000 AIC PANEL: HL2B AE DESIGN Integrated Lighting and Electrical Solutions 1900 Wazee Street #350 Denver, CO 80202 303.296.3034 aedesign-inc.com SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET Project #: 3256.00 12-13-16 BULLETIN NO. 4 12 / 1 4 / 2 0 1 6 9 : 5 1 : 3 6 A M C: \ U s e r s \ k m e n y h a r t \ D o c u m e n t s \ 3 2 5 6 . 0 0 - E V C C E l e c C e nt r a l _ k m e n y h a r t @ a e d e s i g n - i n c . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 ELECTRICAL SCHEDULES E504 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O NOTES: KITCH EQUIP:19162 VA 12455 VA TOTAL EST. DEMAND:73 A EQUIPMENT:13915 VA 13915 VA TOTAL CONN.:93 A MOTOR:11682 VA 12270 VA TOTAL EST. LOAD:60349 VA RECEPTACLE:32040 VA 21020 VA TOTAL CONN. LOAD:77350 VA LIGHTING:551 VA 689 VA CCT TYPE:LOAD DEMAND LOAD PANEL TOTALS LEGEND Total Amps:113 A 76 A 94 A Total Load:30749 VA 21189 VA 25412 VA 41 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 42 39 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 40 37 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 38 35 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 36 33 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 34 31 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 32 29 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 30 27 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 28 25 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 26 23 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 24 21 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 22 19 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 20 17 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 18 15 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 16 13 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 14 11 -- SPARE 20 1 0 0 1 20 SPARE -- 12 9 -- SPARE 20 1 0 0 1 20 SPARE -- 10 7 -- SPARE 20 1 0 0 1 20 SPARE -- 8 5 -- ---- --17153 8259 -- -- ---- 6 3 -- ---- -- 17849 3340 -- -- ---- 4 1 L; E; ... T1B 175 3 18098 12651 3 45 T1K E; KE... 2 CKT CCT TYPE LOAD DESCRIPTION TRIP POLES A B C POLES TRIP LOAD DESCRIPTION CCT TYPE CKT Notes: ENCLOSURE:TYPE 1 MCB RATING: MOUNTING:SURFACE WIRES:4 MAINS RATING:225 A SUPPLY FROM:MDC PHASES:3 MAINS TYPE:MLO LOCATION:ELEC 109 VOLTS:480/277 Wye A.I.C. RATING:65,000 AIC PANEL: HM1B NOTES: KITCH EQUIP:TOTAL EST. DEMAND:12 A EQUIPMENT:TOTAL CONN.:10 A MOTOR:TOTAL EST. LOAD:10240 VA RECEPTACLE:TOTAL CONN. LOAD:8192 VA LIGHTING:8192 VA 10240 VA CCT TYPE:LOAD DEMAND LOAD PANEL TOTALS LEGEND Total Amps:16 A 4 A 8 A Total Load:4316 VA 978 VA 2135 VA 41 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 42 39 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 40 37 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 38 35 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 36 33 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 34 31 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 32 29 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 30 27 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 28 25 -- SPARE 20 1 0 0 1 20 SPARE -- 26 23 -- SPARE 20 1 0 0 1 20 SPARE -- 24 21 -- SPARE 20 1 0 0 1 20 SPARE -- 22 19 -- SPARE 20 1 0 0 1 20 SPARE -- 20 17 -- SPARE 20 1 0 0 1 20 SPARE -- 18 15 L LIGHTING GYM 131 20 1 300 252 1 20 LIGHTING L 16 13 L LIGHTING STRENGTH 20 1 1034 585 1 20 LIGHTING HP GROUP EX 124 L 14 11 L LIGHTING ROOMS 107, 111, 109, 105, 104, 106 20 1 1125 1010 1 20 LIGHTING RM 115, 116, 118, 113, 112, 122, 121 L 12 9 L LIGHTING RECEPTION DESK LOUNGE 102 20 1 84 342 1 20 LIGHTING COMMUNITY KITCHEN L 10 7 L LIGHTING LOUNGE 102 20 1 1075 1623 1 20 LIGHTING COMMUNITY ROOMS L 8 5 -- SPARE 20 1 0 0 1 20 SPARE -- 6 3 -- SPARE 20 1 0 0 1 20 SPARE -- 4 1 -- SPARE 20 1 0 0 1 20 SPARE -- 2 CKT CCT TYPE LOAD DESCRIPTION TRIP POLES A B C POLES TRIP LOAD DESCRIPTION CCT TYPE CKT Notes: ENCLOSURE:TYPE 1 MCB RATING: MOUNTING:SURFACE WIRES:4 MAINS RATING:100 A SUPPLY FROM:MDC PHASES:3 MAINS TYPE:MLO LOCATION:ELEC 109 VOLTS:480/277 Wye A.I.C. RATING:22,000 AIC PANEL: HL1B NOTES: KITCH EQUIP:TOTAL EST. DEMAND:122 A EQUIPMENT:12915 VA 12915 VA TOTAL CONN.:147 A MOTOR:9754 VA 10342 VA TOTAL EST. LOAD:43886 VA RECEPTACLE:29880 VA 19940 VA TOTAL CONN. LOAD:53100 VA LIGHTING:551 VA 689 VA CCT TYPE:LOAD DEMAND LOAD PANEL TOTALS LEGEND Total Amps:152 A 150 A 143 A Total Load:18098 VA 17849 VA 17153 VA 125 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 126 123 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 124 121 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 122 119 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 120 117 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 118 115 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 116 113 -- SPARE 20 1 0 0 1 20 SPARE -- 114 111 -- SPARE 20 1 0 0 1 20 SPARE -- 112 109 -- SPARE 20 1 0 0 1 20 SPARE -- 110 107 -- SPARE 20 1 0 0 1 20 SPARE -- 108 105 -- SPARE 20 1 0 0 1 20 SPARE -- 106 103 -- SPARE 20 1 0 0 1 20 SPARE -- 104 101 -- SPARE 20 1 0 0 1 20 SPARE -- 102 99 -- SPARE 20 1 0 0 1 20 SPARE -- 100 97 -- SPARE 20 1 0 0 1 20 SPARE -- 98 95 -- SPARE 20 1 0 0 1 20 SPARE -- 96 93 -- SPARE 20 1 0 0 1 20 SPARE -- 94 91 -- SPARE 20 1 0 0 1 20 SPARE -- 92 89 -- SPARE 20 1 0 0 1 20 SPARE -- 90 87 -- SPARE 20 1 0 0 1 20 SPARE -- 88 85 -- SPARE 20 1 0 0 1 20 SPARE -- 86 83 L LTG - MONUMENT SIGN 20 1 100 0 1 20 SPARE -- 84 81 R RECPT - ELEV MECH 118 20 1 180 0 1 20 SPARE -- 82 79 E VAV CONTROLS TRANSFORMER 20 1 500 600 1 20 ELEVATOR CAB E 80 77 L L MEN 105 20 1 451 500 1 20 FIRE SMOKE DAMPER E 78 75 L; R RECPTS - ELEVATOR PIT 20 1 180 348 1 20 EF-13 M 76 73 E CONTROL PANEL - GYM DIVIDER, HOOP ADJ 20 1 400 1176 1 20 SP-1 M 74 71 E DOOR HOLD - EXIT STAIR S10 20 1 200 200 1 20 DOOR HOLD - EMPLOYEE ENTRANCE E 72 69 R RECPTS - GYM NORTH 20 1 720 1260 1 20 RECPTS - GYM STORAGE, EXTERIOR R 70 67 E RECPT - GYM SCOREBOARD 20 1 500 1540 1 20 RECPTS - GYM SOUTH E; R 68 65 E GYM SCOREBOARD 20 1 500 180 1 20 RECPT - GYM SCOREBOARD R 66 63 M RECPT - MP GROUP EX FAN 20 1 500 1080 1 20 RECPTS - STRENGTH 123 R 64 61 R RECPTS - MP GROUP EX 20 1 900 500 1 20 RECPT - MP GROUP EX FAN M 62 59 R DED RECPT - GAMES 20 1 180 1080 1 20 RECPTS - MP GROUP EX R 60 57 R DED RECPT - GAMES 20 1 180 180 1 20 DED RECPT - GAMES R 58 55 R DED RECPT - GAMES 20 1 180 180 1 20 DED RECPT - GAMES R 56 53 R DED RECPT - GAMES 20 1 180 180 1 20 DED RECPT - GAMES R 54 51 R DED RECPT - GAMES 20 1 180 1000 1 20 PROJECTOR - JR GOLF E 52 49 E EWC - STRENGTH 20 1 500 360 1 20 RECPTS - JR GOLF R 50 47 R AC RECPT - KID WATCH 288 20 1 180 1000 1 20 PROJECTOR - GOLF SIMULATOR E 48 45 R RECPTS - MECH 116, STRENGTH 20 1 1080 540 1 20 RECPTS - JR GOLF R 46 43 E SUMP PUMP CONTROL PANEL 20 1 200 360 1 20 RECPTS - JR GOLF R 44 41 M MOTORIZED SCREEN - CLASSROOM 114 20 1 500 1080 1 20 RECPTS - STRENGTH 123 R 42 39 R RECPTS - KITCHEN 112, CLASSROOM 20 1 1440 900 1 20 RECPTS - RECV/STOR, MECH R 40 37 -- SPARE 20 1 0 360 1 20 AC RECPT - CLASSROOM 114 R 38 35 -- SPARE 20 1 0 1000 1 20 PROJECTOR - CLASSROOM 114 E 36 33 M DISPOSAL - KITCHEN 112 20 1 1176 180 1 20 AC RECPT - KITCHEN 112 R 34 31 E REFRIGERATOR - KITCHEN 112 20 1 1000 180 1 20 MICROWAVE - KITCHEN 112 R 32 29 M MOTORIZED DOOR OPENER - VESTIBULE 101 20 1 2352 180 1 20 AC RECPT - KITCHEN 112 R 30 27 R RECPTS - STRENGTH 20 1 900 180 1 20 AC RECPT - KITCHEN 112 R 28 25 R RECPTS - LOUNGE, ELEC 109 20 1 900 2352 1 20 MOTORIZED DOOR OPENER - VESTIBULE 101 M 26 23 R RECPTS - LOUNGE DESK 20 1 1080 500 1 20 EWC - STRENGTH E 24 21 R RECPTS - STAFF ROOM 107 20 1 900 720 1 20 RECPTS - LOUNGE DESK R 22 19 R RECPTS - STAFF ROOM 107 20 1 1080 900 1 20 RECPTS - P&R DIRECTOR R 20 17 M TF-2 15 1 350 900 1 20 RECPTS - STAFF ROOM 107 R 18 15 E FIREPLACE IGNITION SWITCH 20 1 500 720 1 20 RECPTS - RESTROOMS 104, 105 R 16 13 E EWC - LOUNGE 20 1 500 180 1 20 FLOOR BOX - LOUNGE R 14 11 M MOTORIZED SCREEN - COMMUNITY ROOM 20 1 500 1620 1 20 RECPTS - LOUNGE R 12 9 R FLOOR BOXES - COMMUNITY ROOM 20 1 360 1000 1 20 PROJECTOR - COMMUNITY ROOM E 10 7 R FLOOR BOXES - COMMUNITY ROOM 20 1 360 360 1 20 FLOOR BOXES - COMMUNITY ROOM R 8 5 R RECPTS - COMMUNITY ROOM 20 1 1080 1080 1 20 RECPTS - COMMUNITY ROOM R 6 3 E CUH-3, UH-4 15 1 365 1080 1 20 RECPTS - COMMUNITY ROOM, EXTERIO R 4 1 E CUH-4, CUH-5, UH-5 15 1 950 1080 1 20 RECPTS - COMMUNITY ROOM R 2 CKT CCT TYPE LOAD DESCRIPTION TRIP POLES A B C POLES TRIP LOAD DESCRIPTION CCT TYPE CKT Notes: ENCLOSURE:TYPE 1 MCB RATING:400 A MOUNTING:SURFACE WIRES:4 MAINS RATING:400 A SUPPLY FROM:T1B PHASES:3 MAINS TYPE:MCB LOCATION:ELEC 109 VOLTS:120/208 Wye A.I.C. RATING:14,000 AIC PANEL: LP1B 4 AE DESIGN Integrated Lighting and Electrical Solutions 1900 Wazee Street #350 Denver, CO 80202 303.296.3034 aedesign-inc.com SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET Project #: 3256.00 12-13-16 BULLETIN NO. 4 12 / 1 4 / 2 0 1 6 9 : 5 1 : 3 6 A M C: \ U s e r s \ k m e n y h a r t \ D o c u m e n t s \ 3 2 5 6 . 0 0 - E V C C E l e c C e nt r a l _ k m e n y h a r t @ a e d e s i g n - i n c . c o m . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16003 ELECTRICAL SCHEDULES E505 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O NOTES: KITCH EQUIP:19162 VA 12455 VA TOTAL EST. DEMAND:50 A EQUIPMENT:1000 VA 1000 VA TOTAL CONN.:67 A MOTOR:1928 VA 2378 VA TOTAL EST. LOAD:17993 VA RECEPTACLE:2160 VA 2160 VA TOTAL CONN. LOAD:24250 VA LIGHTING: CCT TYPE:LOAD DEMAND LOAD PANEL TOTALS LEGEND Total Amps:112 A 28 A 75 A Total Load:12651 VA 3340 VA 8259 VA 41 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 42 39 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 40 37 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 38 35 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 36 33 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 34 31 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 32 29 KE HOOD FIRE SUPPRESSION SYSTEM (KE-5) 20 1 152 0 -- -- BUSSED SPACE -- 30 27 -- SPARE 20 1 0 0 -- -- BUSSED SPACE -- 28 25 KE ICE MACHINE (KE-4.1) 20 1 1296 0 1 20 SPARE -- 26 23 -- SHUNT TRIP -- --0 0 1 20 SPARE -- 24 21 M KH-1 20 1 1800 0 -- -- SHUNT TRIP -- 22 19 M EF-16 15 1 128 5335 -- -- ---- 20 17 R AC RECPT - COMMUNITY KITCHEN 20 1 540 5335 2 70 ELECTRIC RANGE (KE-1) KE 18 15 R AC RECPT - COMMUNITY KITCHEN 20 1 180 180 1 20 AC RECPT - COMMUNITY KITCHEN R 16 13 KE REF/FREEZER (KE-3.2) 20 1 1692 360 1 20 AC RECPT - COMMUNITY KITCHEN R 14 11 R AC RECPT - COMMUNITY KITCHEN 20 1 180 1692 1 20 REF/FREEZER (KE-3.1) KE 12 9 -- SPARE 20 1 0 0 1 20 SPARE -- 10 7 -- SPARE 20 1 0 0 1 20 SPARE -- 8 5 R AC RECPT - COMMUNITY KITCHEN 20 1 180 180 1 20 AC RECPT - COMMUNITY KITCHEN R 6 3 R AC RECPT - COMMUNITY KITCHEN 20 1 180 1000 1 20 MICROWAVE - COMMUNITY KITCHEN E 4 1 R AC RECPT - COMMUNITY KITCHEN 20 1 180 3660 1 40 DISHWASHER (KE-2) KE 2 CKT CCT TYPE LOAD DESCRIPTION TRIP POLES A B C POLES TRIP LOAD DESCRIPTION CCT TYPE CKT Notes: ENCLOSURE:TYPE 1 MCB RATING:100 A MOUNTING:SURFACE WIRES:4 MAINS RATING:100 A SUPPLY FROM:T1K PHASES:3 MAINS TYPE:MCB LOCATION:ALT KITCHEN 142 VOLTS:120/208 Wye A.I.C. RATING:22,000 AIC PANEL: LK1B NOTES: KITCH EQUIP:TOTAL EST. DEMAND:61 A EQUIPMENT:17500 VA 17500 VA TOTAL CONN.:61 A MOTOR:TOTAL EST. LOAD:22000 VA RECEPTACLE:4500 VA 4500 VA TOTAL CONN. LOAD:22000 VA LIGHTING: CCT TYPE:LOAD DEMAND LOAD PANEL TOTALS LEGEND Total Amps:76 A 54 A 54 A Total Load:9120 VA 6440 VA 6440 VA 41 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 42 39 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 40 37 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 38 35 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 36 33 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 34 31 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 32 29 -- BUSSED SPACE -- --0 0 -- -- BUSSED SPACE -- 30 27 -- BUSSED SPACE -- -- 0 0 -- -- BUSSED SPACE -- 28 25 -- SPARE 20 1 0 0 1 20 SPARE -- 26 23 -- SPARE 20 1 0 0 1 20 SPARE -- 24 21 -- SPARE 20 1 0 0 1 20 SPARE -- 22 19 E TWISTLOCK RECPT - LAN IT RACK 30 1 2500 0 1 20 SPARE -- 20 17 E TWISTLOCK RECPT - LAN IT RACK 30 1 2500 2500 1 30 TWISTLOCK RECPT - LAN IT RACK E 18 15 E TWISTLOCK RECPT - LAN IT RACK 30 1 2500 2500 1 30 TWISTLOCK RECPT - LAN IT RACK E 16 13 E TWISTLOCK RECPT - LAN IT RACK 30 1 2500 2500 1 30 TWISTLOCK RECPT - LAN IT RACK E 14 11 R QUAD RECPT - LAN IT RACK 20 1 360 360 1 20 QUAD RECPT - LAN IT RACK R 12 9 R QUAD RECPT - LAN IT RACK 20 1 360 360 1 20 QUAD RECPT - LAN IT RACK R 10 7 R QUAD RECPT - LAN 20 1 360 360 1 20 QUAD RECPT - LAN IT RACK R 8 5 R QUAD RECPT - LAN 20 1 360 360 1 20 QUAD RECPT - LAN R 6 3 R QUAD RECPT - LAN 20 1 360 360 1 20 QUAD RECPT - LAN R 4 1 R RECPTS - IT ROOM 20 1 540 360 1 20 QUAD RECPT - LAN R 2 CKT CCT TYPE LOAD DESCRIPTION TRIP POLES A B C POLES TRIP LOAD DESCRIPTION CCT TYPE CKT Notes: ENCLOSURE:TYPE 1 MCB RATING:100 A MOUNTING:SURFACE WIRES:4 MAINS RATING:100 A SUPPLY FROM:TBT PHASES:3 MAINS TYPE:MCB LOCATION:LAN 276 VOLTS:120/208 Wye A.I.C. RATING:10,000 AIC PANEL: LT2B 4 4 4 4 S J J J SC J DRAWINGLIST: AFC AT FINISHED CEILING AFF ABOVE FINISHED FLOOR AFP ABOVE FINISHED PLATFORM OR RAISED FLOOR AS ABOVE SLAB ATS ABOVE TABLE SURFACE AV AUDIOVISUAL CAT-5E TIA/EIA CATEGORY 5E RATED CAT-6 TIA/EIA CATEGORY 6 RATED CLG CEILING EMT FPD FLAT PANEL DISPLAY GND GROUND IDA INSIDE DIAMETER IDF INTERMEDIATE DISTRIBUTION FRAME LAN LOCAL AREA NETWORK MAX MAXIMUM MDF MAIN DISTRIBUTION FRAME MIN MINIMUM MM MULTIMODE MTD MOUNTED MTER MAIN TELECOMMUNICATIONS EQUIPMENT ROOM NIC NOT IN CONTRACT NTS NOT TO SCALE OD OUTSIDE DIAMETER OFE OWNER FURNISHED EQUIPMENT OSP OUTSIDE PLANT PB PULLBOX SM SINGLE MODE ST STRAND STP SHIELDED TWISTED PAIR TBD TO BE DETERMINED TEMP TEMPORARY TGB TELECOMMUNICATIONS GROUND BAR TR TELECOMMUNICATIONS ROOM TSER TELECOMMUNICATIONS SERVICE ENTRANCE ROOM TYP TYPICAL UON UNLESS OTHERWISE NOTED UPS UNINTERRUPTIBLE POWER SUPPLY UTP UNSHIELDED TWISTED PAIR VIF VERIFY IN FIELD VOIP VOICE OVER INTERNET PROTOCOL WAN WIDE AREA NETWORK WAP WIRELESS ACCESS POINT WP WATERPROOF WW WIREWAY 1. 2. 3. 4. 4.1. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. SCOPE OF WORK PROVIDE FURNISH INSTALL IN-WALL BLOCKING SUPPORT FOR AV MOUNTS GC GC MOTORIZED PROJECTION SCREENS GC GC PROJECTION GLASS GC GC WALL AND CEILING SPEAKER CUTOUTS GC FURNITURE CUTOUTS FOR AV EQUIPMENT (UNLESS PROVIDED BY FURNITURE PROVIDER)GC MOTORIZED PROJECTION LIFTS AV GC KINDORF AND/OR BLACK IRON AS REQUIRED FOR CEILING MOUNTED AV DEVICES GC GC CABLE CONTAINMENT INCLUDING:EC EC - CONDUIT WITH MEASURED PULLSTRINGS EC EC - CABLETRAY, LADDERTRAY, AND WIREWAYS EC EC - FLOORBOXES EC EC - JUNCTION BOXES, PULL BOXES, AND BACKBOXES EC EC POWER OUTLETS EC EC DEDICATED DISTRIBUTION PANELS, LOAD CENTERS, AND POWER ISOLATION TRANSFORMERS EC EC AV CABLING (LOW VOLTAGE)AV AV AV TERMINATIONS AV AV CUSTOM ENGRAVED AV COVER PLATES AV AV J-HOOKS AND OTHER SUPPORTS REQUIRED FOR OPEN-RUN AV CABLING AV AV AV DEVICE WALL MOUNTS AV AV AV DEVICES (AS DESCRIBED IN THE AV BID DOCUMENTS) AV AV VOICE/DATA NETWORK CABLING (FIBER AND TWISTED PAIR) ST ST VOICE/DATA COVER PLATES ST ST CATV CABLING ST ST LIGHTING & SHADE CONTROL INTERFACE EC EC MINIMUM ACCEPTABLE DISTANCE BETWEEN PARALLEL AV AND POWER CONDUITS AV CONDUIT POWER CONDUIT COMBINED AMPACITY OF ALL PHASE CONDUCTORS IN POWER CONDUIT UNDER 60A 60A 120A 240A 400A EMT EMT 2 FT. 3 FT. 4 FT. NA NA EMT RIGID STEEL 4 IN. 8 IN. 1 FT. 2 FT. 4 FT. RIGID STEEL RIGID STEEL 1 IN. 2 IN. 4 IN. 8 IN. 16 IN. REFER TO AV DETAIL SHEETS FOR ADDITIONAL SCOPE DELINEATION AND INFORMATION DEFINITION OF TERMS LEGEND FOR SCOPE OF WORK BETWEEN TRADES: GC = GENERAL CONTRACTOR EC = ELECTRICAL CONTRACTOR AV = AUDIOVISUAL CONTRACTOR O = OWNER ST = STRUCTURED CABLING, OR TELECOMMUNICATIONS CONTRACTOR ALL AV CABLING THAT IS RUN OPEN-WIRE SHALL BE SUPPORTED FROM J-HOOKS NO GREATER THAN 3 FEET APART. NO CABLE IS TO BE UNSUPPORTED OR LAID OVER CEILING TILES, BLACK IRON, OR OTHER CEILING MEMBERS. THE METHOD OF INSTALLATION OF BOXES IN WALLS, AND THE METHOD OF PASSAGE OF CONDUITS AND WIREWAYS THROUGH ACOUSTICALLY SENSITIVE WALLS SHALL BE COORDINATED WITH THE ACOUSTICAL CONSULTANT. INSTALL FIRESTOP TO ALL SLAB AND WALL PENETRATIONS PROVIDED FOR THE INSTALLATION OF CABLE AND CONDUIT AS REQUIRED TO MAINTAIN FIRE RATING OF SLAB OR WALL. REVIEW ARCHITECT'S PLANS FOR PARTITION TYPES. ALL POWER, WIREWAYS, AND JUNCTION BOXES ARE TO BE REVIEWED BY ELECTRICAL ENGINEER FOR CODE AND SAFETY COMPLIANCE. ALL OVERHEAD RIGGING REQUIREMENTS ARE TO BE REVIEWED AND STAMPED FOR APPROVAL BY LICENSED STRUCTURAL ENGINEER FOR CODE AND SAFETY COMPLIANCE. POWER BREAKER AND DISTRIBUTION PANELS ARE SIZED AND SPECIFIED BY THE ELECTRICAL ENGINEER. ALL CABLE TRAY THAT IS SURFACE-MOUNTED ON SLAB BELOW RAISED FLOOR OR ABOVE EQUIPMENT RACKS SHALL BE SECURELY FASTENED AND LEFT OPEN FOR CABLE ACCESS. POWER FOR AV AND RELATED SYSTEMS SHALL USE AN EIA/TIA 607 COMPLIANT GROUNDING SYSTEM, DESIGNED BY THE ELECTRICAL ENGINEER. REFER TO AV DETAIL SHEETS FOR ADDITIONAL GROUNDING REQUIREMENTS IF APPLICABLE. ALL AV-RELATED EMPTY CONDUIT SHALL BE REAMED, CLEANED, CAPPED (WHERE APPROPRIATE), TAGGED, AND FURNISHED WITH PULL WIRES. WHERE EXACT DIMENSIONS ARE NOT INDICATED, THE SCALE OF THIS DRAWING IS SUFFICIENTLY ACCURATE FOR DETERMINING THE LOCATION OF EQUIPMENT, JUNCTION BOXES, OUTLET BOXES, WIREWAYS, PANELS, ETC. WHERE EXACT DIMENSIONS ARE INDICATED, THE REFERENCE SURFACE SHALL BE THE FINAL FINISHED SURFACE INCLUDING ANY ACOUSTICAL TREATMENT. ROOM DIMENSIONS ON THE DRAWINGS HAVE BEEN TAKEN FROM PRELIMINARY ARCHITECTURAL DRAWINGS. ALL DIMENSIONS MUST BE VERIFIED AND ANY DEVIATIONS CAUSING CHANGES MUST BE COORDINATED WITH SHEN MILSOM & WILKE, LLC. NOTIFY OWNER'S REPRESENTATIVES OF ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE AV DRAWINGS. OBTAIN CLARIFICATION BEFORE PROCEEDING WITH WORK. ALL AV DEVICES SHALL BE SECURELY MOUNTED PLUMB AND STRAIGHT TO WALLS, FLOORS, OR RACKS PER THE MANUFACTURER'S RECOMMENDED MOUNTING PRACTICE. THE METHOD OF INSTALLATION OF BOXES IN WALLS, AND THE METHOD OF PASSAGE OF CONDUIT AND WIREWAYS THROUGH ACOUSTICALLY SENSITIVE WALLS, SHALL BE COORDINATED WITH THE ACOUSTICAL CONSULTANT OR ARCHITECT. THERE SHALL BE A MINIMUM OF ONE PULL BOX FOR EVERY 100' OF STRAIGHT EMPTY AV-RELATED CONDUIT AND ONE PULL BOX WHERE THERE ARE MORE THAN TWO 90° BENDS OR LESSER BENDS TOTALING 180° IN A CONDUIT RUN. MAINTAIN MINIMUM BEND RADIUS OF 10X OD FOR ALL AV-RELATED CONDUITS. LIGHTING DESIGNER TO PROVIDE LIGHTING ON A SEPARATE DIMMING ZONE AT THE SCREEN/DISPLAY DEVICE TO ENSURE GOOD CONTRAST AND IMAGE SHARPNESS. AV CONTRACTOR SHALL RESTORE CEILINGS, WALLS AND ANY OTHER SURFACES AFFECTED BY THEIR WORK PRIOR TO COMPLETION OF WORK WITH LIKE MATERIALS TO MATCH EXISTING CONSTRUCTION. REFER TO AV ELECTRICAL PLANS AND/OR RISER DIAGRAMS FOR EMPTY CONDUIT SIZING. ALL POWER CIRCUITS INDICATED IN THIS DRAWING SET TO BE PROVIDED BY DEDICATED BREAKER PANEL(S). NO NON-AV CIRCUITS TO BE FED FROM DEDICATED AV BREAKER PANEL(S). POWER AND DATA REQUIREMENTS SHOWN FOR REFERENCE ONLY AND ARE NOT FOR CONSTRUCTION. COORDINATE WITH ELECTRICAL ENGINEER, ARCHITECT AND TELECOM DESIGNER DRAWINGS FOR LOCATION OF ALL OUTLETS IN THIS DRAWING SET. WHERE POWER CIRCUITS ARE SHOWN TERMINATING IN JUNCTION BOXES WITHOUT RECEPTACLES, THE WIRES SHALL BE TAPED AND THE BOXES COVERED. THESE CIRCUITS WILL BE CONNECTED BY OTHERS DURING INSTALLATION OF THE AV SYSTEMS EQUIPMENT. EMPTY CONDUIT RUNS ON THESE DRAWINGS SHOW ONLY INTERCONNECTION BETWEEN TERMINATION POINTS. THE EXACT PATH OF CONDUIT IS TO BE DETERMINED BY THE COORDINATE PATHWAYS FOR ALL AV RELATED DEVICES WITH ARCHITECTURAL AND ELECTRICAL PLANS. HIGH LEVEL/HIGH CURRENT FEEDS (SUCH AS FOR POWER DISTRIBUTION PANELS, LIGHTING, AND BRANCH CIRCUITS,) ARE NOT TO BE RUN PARALLEL WITH AUDIO/VIDEO CONDUITS OR CABLING. IF HIGH LEVEL/HIGH CURRENT FEEDS MUST RUN PARALLEL TO AUDIO/VIDEO CONDUITS OR CABLING, MINIMUM SEPARATION MUST BE MAINTAINED ACCORDING TO THE FOLLOWING TABLE. "NA" INDICATES THAT THE USE SHOULD BE AVOIDED. SPACINGS ASSUME THAT POWER CONDUCTORS WILL NOT BE TWISTED PAIRS. CLOSER SPACINGS CAN BE USED IF POWER CONDUCTORS ARE TWISTED PAIRS. NO LARGE POWER TRANSFORMERS OR MOTORS SHOULD BE LOCATED WITHIN 50 FEET OF AV EQUIPMENT SPACES. FURNISH - TO PURCHASE AND DELIVER TO THE PROJECT SITE COMPLETE WITH EVERY NECESSARY APPURTENANCE AND SUPPORT. PURCHASING SHALL INCLUDE PAYMENT OF ALL SALES TAXES AND OTHER SURCHARGES AS MAY BE REQUIRED TO ASSURE THAT PURCHASED ITEMS ARE FREE OF ALL LIENS. CLAIMS, OR ENCUMBRANCES. INSTALL - TO UNLOAD AT THE DELIVERY POINT AT THE SITE AND PERFORM EVERY OPERATION NECESSARY TO ESTABLISH SECURE MOUNTING AND CORRECT OPERATION AT THE PROPER LOCATION IN THE PROJECT, ALL AS PART OF THE WORK. PROVIDE - TO FURNISH AND INSTALL ELECTRICAL FLOOR MOUNTED SYMBOLS: ELECTRICAL CEILING MOUNTED SYMBOLS: NOTES:ABBREVIATIONS: ELECTRICAL WALL MOUNTED SYMBOLS: SCOPE OF WORK BETWEEN TRADES: EC ELECTRICAL METALLIC TUBING (WITH PULL STRING) EMPTY CONDUIT 22. JUNCTION BOX, 6" x 6" x 4" DEEP, UON, WITH COVER PLATE FOR AV RECEPTACLES. FLUSH MOUNTED IN FINISHED FLOOR OR SURFACE MOUNTED TO SLAB BELOW RAISED FLOOR. CUSTOM FLOOR BOX WITH DIVIDED COMPARTMENTS FOR AV, DATA AND POWER. FLUSH MOUNT IN FINISHED FLOOR WITH HINGED SCRUB WATER RATED COVER PLATE AND CARPET FLANGE (VERIFY FINISH PLATE COLOR WITH ARCHITECT). FSR FLOOR BOX MODEL FL-500P (4" DEEP), UON. REFER TO POWER AND DATA SYMBOL DESCRIPTION FOR RELATED REQUIREMENTS. (* = NUMBER OF POWER CIRCUITS) (# = NUMBER OF DATA DROPS) JUNCTION BOX, 2.5" DEEP, FOR AV RECEPTACLES. SINGLE GANG, UON. MOUNT FLUSH WITH FINISHED WALL TREATMENT AT BUILDING STANDARD BASE OUTLET HEIGHT, UON. (* = NUMBER OF GANGS) CUSTOM FLAT PANEL DISPLAY JUNCTION BOX WITH SEPARATE COMPARTMENTS FOR AV, DATA AND POWER. FSR INC. WALL BOX MODEL PWB-270 (4.0" DEEP). MOUNT FLUSH WITH FINISHED WALL TREATMENT AT 58" AFF, UON. REFER TO POWER AND DATA SYMBOL DESCRIPTION FOR RELATED REQUIREMENTS. JUNCTION BOX, 2.5" DEEP, FOR AV RECEPTACLES SINGLE GANG, UON. FLUSH MOUNTED IN FINISHED CEILING. (* = NUMBER OF GANGS) JUNCTION BOX, 2.5" DEEP, PROVIDE DOUBLE-GANG BOX, UON, FOR AV RECEPTACLES. SURFACE MOUNTED TO SLAB ABOVE FINISHED CEILING. (* = NUMBER OF GANGS) SCREW COVER BOX FOR AV SIGNAL CABLE AND CONDUIT TERMINATION. SIZED BY ELECTRICAL ENGINEER. SURFACE MOUNTED TO SLAB ABOVE FINISHED CEILING. FP FB 12" x 4", UON, CABLE TRAY. REFER TO AV NOTES FOR ADDITIONAL INFORMATION. LVC LOW VOLTAGE CONTROLLER FOR PROJECTION SCREEN OR SHADE CONTROL. SUPPLIED WITH SCREEN. SURFACE MOUNTED TO SLAB ABOVE FINISHED CEILING. ACCESS PANEL TO CONTROLLER MUST BE PROVIDED FOR MAINTENANCE. ST CONDUIT STUB-UP INTO FURNITURE. * POWER RECEPTACLE, DUPLEX, 120 VAC, SINGLE DEDICATED 20 AMP CIRCUIT. FLUSH MOUNTED IN FINISHED FLOOR OR SURFACE MOUNTED TO SLAB BELOW RAISED FLOOR. REFER TO AV NOTES FOR ADDITIONAL INFORMATION. POWER RECEPTACLE, QUAD, 120 VAC, SINGLE DEDICATED 20 AMP CIRCUIT. MOUNTED IN FINISHED FLOOR OR SURFACE MOUNTED TO SLAB BELOW RAISED FLOOR. REFER TO AV NOTES FOR ADDITIONAL INFORMATION. (* = NUMBER OF DEDICATED POWER CIRCUITS) * P JUNCTION BOX FOR POWER, 120 VAC, SINGLE DEDICATED 20 AMP CIRCUIT BY THE ELECTRICAL ENGINEER. FLUSH MOUNTED IN FINISHED FLOOR OR SURFACE MOUNTED TO SLAB BELOW RAISED FLOOR. REFER TO AV NOTES FOR ADDITIONAL INFORMATION. (* = NUMBER OF DEDICATED POWER CIRCUITS) DATA OUTLET WITH TWO (2) DATA DROPS, UON. FLUSH MOUNTED IN FINISHED FLOOR OR SURFACE MOUNTED TO SLAB BELOW RAISED FLOOR. REFER TO AV NOTES FOR ADDITIONAL INFORMATION. (* = NUMBER OF DATA DROPS) SC W2 W1 SCREW COVER BOX FOR AV SIGNAL CABLE AND CONDUIT TERMINATION. SIZED BY ELECTRICAL ENGINEER. MOUNT FLUSH WITH FINISHED WALL TREATMENT AT STANDARD BASE OUTLET HEIGHT, UON. WALL BOX, 6" x 6" x 4" DEEP, FOR AV RECEPTACLES. MOUNT FLUSH WITH FINISHED WALL TREATMENT AT BUILDING STANDARD BASE OUTLET HEIGHT, UON. WALL BOX, 12" x 12" x 4" DEEP, FOR AV RECEPTACLES. MOUNT FLUSH WITH FINISHED WALL TREATMENT AT BUILDING STANDARD BASE OUTLET HEIGHT, UON. R/L WALL SWITCH FOR RAISE/LOWER OF PROJECTION SCREEN AND/OR FOR VIDEO PROJECTOR LIFT. MOUNT AT STANDARD SWITCH HEIGHT, UON. * POWER RECEPTACLE, DUPLEX, 120 VAC, SINGLE DEDICATED 20 AMP CIRCUIT. MOUNT AT BUILDING STANDARD BASE ELECTRICAL HEIGHT, UON. REFER TO AV NOTES FOR ADDITIONAL INFORMATION. POWER RECEPTACLE, QUAD, 120 VAC, SINGLE DEDICATED 20 AMP CIRCUIT. MOUNT AT BUILDING STANDARD BASE ELECTRICAL HEIGHT, UON. REFER TO AV NOTES FOR ADDITIONAL INFORMATION. (* = NUMBER OF DEDICATED POWER CIRCUITS) POWER RECEPTACLE, 208 VAC, SINGLE DEDICATED 30 AMP CIRCUIT. MOUNT AT BUILDING STANDARD BASE ELECTRICAL HEIGHT, UON. REFER TO AV NOTES FOR ADDITIONAL INFORMATION. P JUNCTION BOX FOR POWER, 120 VAC, 20 AMP, SIZED BY THE ELECTRICAL ENGINEER. MOUNT AT BUILDING STANDARD BASE ELECTRICAL HEIGHT, UON. REFER TO AV NOTES FOR ADDITIONAL INFORMATION. (* = NUMBER OF DEDICATED CIRCUITS) * CP RS AN DATA OUTLET WITH TWO (2) DATA DROPS, UON. MOUNT AT BUILDING STANDARD BASE ELECTRICAL HEIGHT, UON. REFER TO AV NOTES FOR ADDITIONAL INFORMATION. (* = NUMBER OF DATA DROPS) DATA OUTLET FOR AV CONTROL PANEL. PROVIDE TRIPLE-GANG BOX WITH DOUBLE GANG REDUCTION RING AND SINGLE POE DATA DROP. MOUNT AT 48" AFF, UON. REFER TO AV NOTES FOR ADDITIONAL INFORMATION. DATA OUTLET FOR ROOM SCHEDULING PANEL. PROVIDE DOUBLE-GANG BOX WITH SINGLE-GANG REDUCTION RING AND SINGLE POE DATA DROP. MOUNT AT 48" AFF, UON. REFER TO AV NOTES FOR ADDITIONAL INFORMATION. DATA OUTLET FOR AUDIO NETWORK. PROVIDE TWO (2) DATA DROPS WITH NEUTRIK ETHERCON CHASSIS CONNECTORS. MOUNT AT BUILDING STANDARD BASE ELECTRICAL HEIGHT, UON. REFER TO AV NOTES FOR ADDITIONAL INFORMATION. LS TV * RS232 INTERFACE FOR LIGHTING AND SHADES. MOUNT AT BUILDING STANDARD BASE OUTLET HEIGHT, UON. CATV OUTLET WITH A SINGLE RF DROP. MOUNT AT BUILDING STANDARD BASE OUTLET HEIGHT, UON. (* = NUMBER OF CATV DROPS) * * POWER RECEPTACLE, DUPLEX, 120 VAC, SINGLE DEDICATED 20 AMP CIRCUIT. FLUSH MOUNTED IN FINISHED CEILING. REFER TO AV NOTES FOR ADDITIONAL INFORMATION. (* = NUMBER OF DEDICATED POWER CIRCUITS) POWER RECEPTACLE, QUAD, 120 VAC, SINGLE DEDICATED 20 AMP CIRCUIT. FLUSH MOUNTED IN FINISHED CEILING. REFER TO AV NOTES FOR ADDITIONAL INFORMATION. (* = NUMBER OF DEDICATED POWER CIRCUITS) POWER RECEPTACLE, 208 VAC, SINGLE DEDICATED 30 AMP CIRCUIT. FLUSH MOUNTED IN FINISHED CEILING. REFER TO AV NOTES FOR ADDITIONAL INFORMATION. * P * POWER RECEPTACLE, DUPLEX, 120 VAC, SINGLE DEDICATED 20 AMP CIRCUIT. SURFACE MOUNTED TO SLAB ABOVE FINISHED CEILING. REFER TO AV NOTES FOR ADDITIONAL INFORMATION. (* = NUMBER OF DEDICATED POWER CIRCUITS) POWER RECEPTACLE, QUAD, 120 VAC, SINGLE DEDICATED 20 AMP CIRCUIT. SURFACE MOUNTED TO SLAB ABOVE FINISHED CEILING. REFER TO AV NOTES FOR ADDITIONAL INFORMATION. (* = NUMBER OF DEDICATED POWER CIRCUITS) JUNCTION BOX FOR POWER, 120 VAC, SINGLE DEDICATED 20 AMP CIRCUIT, SIZED BY THE ELECTRICAL ENGINEER. SURFACE MOUNTED TO SLAB ABOVE FINISHED CEILING. REFER TO AV NOTES FOR ADDITIONAL INFORMATION. (* = NUMBER OF DEDICATED POWER CIRCUITS) * * DATA OUTLET WITH TWO (2) DATA DROPS, UON. FLUSH MOUNTED IN FINISHED CEILING. REFER TO AV NOTES FOR ADDITIONAL INFORMATION. (* = NUMBER OF DATA DROPS) DATA OUTLET WITH TWO (2) DATA DROPS, UON. SURFACE MOUNTED TO SLAB ABOVE FINISHED CEILING. REFER TO AV NOTES FOR ADDITIONAL INFORMATION. (* = NUMBER OF DATA DROPS) S1 ZONE * LS TV * S2 ZONE * RS232 INTERFACE FOR LIGHTING AND SHADES. SURFACE MOUNTED TO SLAB ABOVE FINISHED CEILING. CATV OUTLET WITH A SINGLE RF DROP. SURFACE MOUNTED TO SLAB ABOVE FINISHED CEILING. (* = NUMBER OF CATV DROPS) SPEAKER LOCATION AND ZONE IDENTIFICATION. SHOWN FOR COORDINATION PURPOSES ONLY. (* = SPEAKER ZONE) CUSTOM SPEAKER BACK BOX. FLUSH MOUNTED IN FINISHED CEILING. MANUFACTURER BACK BOX MODEL MODEL# (X.X" DEEP). SPEAKER DRIVER TO BE INSTALLED AT A LATER DATE BY AV CONTRACTOR. (* = SPEAKER ZONE) 23. *# * * * * * * SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 12" = 1'-0" 10 / 3 1 / 2 0 1 6 1 1 : 3 1 : 3 4 A M C: \ S M W \ R e v i t \ S M W _ 1 6 1 1 6 _ T _ E V C C _ R 1 6 _ s m o e d e . r v t 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-17-2016 16003 AUDIOVISUAL COVER SHEET TA-000 NUMBER NAME TA-000 AUDIOVISUAL COVER SHEET TA-102 AUDIOVISUAL FACILITY OVERALL PLAN - LOWER LEVEL TA-103 AUDIOVISUAL FACILITY PART PLAN - UPPER LEVEL NORTH TA-104 AUDIOVISUAL FACILITY PART PLAN - UPPER LEVEL SOUTH TA-112 AUDIOVISUAL FACILITY OVERALL RCP - LOWER LEVEL TA-113 AUDIOVISUAL FACILITY PART RCP - UPPER LEVEL NORTH TA-114 AUDIOVISUAL FACILITY PART RCP - UPPER LEVEL SOUTH TA-202 AUDIOVISUAL ELETRICAL OVERALL PLAN - LOWER LEVEL TA-203 AUDIOVISUAL ELETRICAL PART PLAN - UPPER LEVEL NORTH TA-204 AUDIOVISUAL ELETRICAL PART PLAN - UPPER LEVEL SOUTH TA-212 AUDIOVISUAL ELETRICAL OVERALL RCP - LOWER LEVEL TA-213 AUDIOVISUAL ELECTRICAL PART RCP - UPPER LEVEL NORTH TA-214 AUDIOVISUAL ELECTRICAL PART RCP - UPPER LEVEL SOUTH DN A B C DN 3 4 5 6 7 A1 A B C D E F A2 A3 A4 AB AA A5 AC AD AE AF AG AH H G L MP GROUP EX 124 STAIR 120 ? ? ELEV 117 EMP ENTRY 103 COMMUNITY KITCHEN 142 KITCHEN 112 VEST 101 LOUNGE 102 WOMEN 104 COMMUNITY 141 EXIT STAIR S10 GYM 131 GYM STORAGE 132 P&R DIRECTOR 108 STORAGE 143 MEN 110 CLASSROOM 114 RECV & STOR 115 STOR 113 WOMEN 111 STRENGTH 123 MEN 105 GAMES 106 STAFF 107 ELEC 109 ? ? JR GOLF 121 HITTING 122 STORAGE 118 V131 V115 V103 V115 V153 V131 V131 V119 V119 V290 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 1 1 : 3 1 : 3 7 A M C: \ S M W \ R e v i t \ S M W _ 1 6 1 1 6 _ T _ E V C C _ R 1 6 _ s m o e d e . r v t 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-17-2016 16003 AUDIOVISUAL FACILITY OVERALL PLAN - LOWER LEVEL TA-102 1/8" = 1'-0"1 AUDIOVISUAL FACILITY OVERALL PLAN - LOWER LEVEL AUDIOVISUAL FACILITY KEYNOTE LEGEND NUMBER DESCRIPTION V103 55" WALL MOUNTED FLAT PANEL DISPLAY V115 AV CONNECTION PANEL V119 WALL MOUNTED MANUAL PROJECTION SCREEN V131 AV EQUIPMENT RACK, SMALL V151 WALL MOUNTED AV CONTROL PANEL, 5" V153 WALL MOUNTED AV CONTROL PANEL, 10" V290 POLE MOUNTED VIDEO PROJECTOR A B C 3 4 5 6 7 A1 A B C D E F A2 A3 A4 AB AA A5 AC AD AE AF AG AH H G L ? ? PARTY 211 M/P GROUP EX 262 ST. 263 EXIT STAIR S10 VESTIBULE 201LOBBY 202 CARDIO 261 ? ? MEN 203 WOMEN 204 ADMIN 271 DESK STAFF 272 EXEC DIR 281 ASST 279 WATER & FIRE ENTRY 273 ? ? IT 274 HR 283 FACILITY DIR 285 FINANCE 287 TEMP 284 COPY 278 LAN 276 MARKET 277 CONFERENCE 275 ELEC 282 ? ? V151 V131 V131 V103 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 1 1 : 3 1 : 4 0 A M C: \ S M W \ R e v i t \ S M W _ 1 6 1 1 6 _ T _ E V C C _ R 1 6 _ s m o e d e . r v t 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-17-2016 16003 AUDIOVISUAL FACILITY PART PLAN - UPPER LEVEL NORTH TA-103 1/8" = 1'-0"1 AUDIOVISUAL FACILITY PART PLAN - UPPER LEVEL NORTH AUDIOVISUAL FACILITY KEYNOTE LEGEND NUMBER DESCRIPTION V103 55" WALL MOUNTED FLAT PANEL DISPLAY V131 AV EQUIPMENT RACK, SMALL V151 WALL MOUNTED AV CONTROL PANEL, 5" 3 4 5 6 76.9 8 95.4 M L M.6 N P Q EH NJ E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 EG EF EE ED EC EB EA 1 2 ? ? POOL MECH 253 POOL OFFICE 256 W. LOCKERS 221 FAM CHANGING 212 PARTY 211 INDOOR PLAY 205M. LOCKERS 231 W. TOILETS 223 JAN 229 ACR1 213 ACR2 214 CHG 215 ACR3 216 VESTIBULE 201LOBBY 202 ? ? POOL STORAGE 255 CIRC 259 OFFICE 206 KIDS T 207 KID WATCH 288 ELEC 254 GUARDS 258 ? ? ? ? ? ? M. TEAM LOCKER A107 W. TEAM LOCKERS A106 POOL STORAGE A108 EXIST NATATORIUM A110 EXIST POOL MECH A112 EXIST POOL EQUIP A114 EXIST LAUNDRY A111 EXIST ELEC A113 FOYER A101 MECHANICAL A102 ? ? M. SHOWERS 232 M. TOILETS 233 W. LOCKERS 221 EXIST POOL DECK A109 V103 NOTE: PROJECTABLE WALL SURFACE V131 V131 RELOCATE EXISTING HEAD END EQUIPMENT TO POOL STORAGE A108 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 1 1 : 3 1 : 4 3 A M C: \ S M W \ R e v i t \ S M W _ 1 6 1 1 6 _ T _ E V C C _ R 1 6 _ s m o e d e . r v t 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-17-2016 16003 AUDIOVISUAL FACILITY PART PLAN - UPPER LEVEL SOUTH TA-104 1/8" = 1'-0"1 AUDIOVISUAL FACILITY PART PLAN - UPPER LEVEL SOUTH AUDIOVISUAL FACILITY KEYNOTE LEGEND NUMBER DESCRIPTION V103 55" WALL MOUNTED FLAT PANEL DISPLAY V131 AV EQUIPMENT RACK, SMALL A B C 3 4 5 6 7 A1 A B C D E F A2 A3 A4 AB AA A5 AC AD AE AF AG AH H G L MP GROUP EX 124 STAIR 120 ? ? EMP ENTRY 103 COMMUNITY KITCHEN 142 KITCHEN 112 VEST 101 LOUNGE 102 WOMEN 104 COMMUNITY 141 EXIT STAIR S10 GYM 131 GYM STORAGE 132 P&R DIRECTOR 108 STORAGE 143 MEN 110 CLASSROOM 114 RECV & STOR 115 STOR 113 WOMEN 111 STRENGTH 123 MEN 105 GAMES 106 STAFF 107 ELEC 109 ? ? JR GOLF 121 HITTING 122 STORAGE 118 V240 V240 V240 V240 V240 V240 V240 V240 V240 V240 V241V241 V240V240 V240 V241V241 V240 V240V240 V290 V202 V119 V119 V240 V240 V240 V240 V240 V240 V240 V240 V240 V240 V240 V240 V240 V240 V240 V240 V240 V240 V240 V240 V240 V240 V240 V240 V240 V290 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 1 1 : 3 1 : 4 5 A M C: \ S M W \ R e v i t \ S M W _ 1 6 1 1 6 _ T _ E V C C _ R 1 6 _ s m o e d e . r v t 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-17-2016 16003 AUDIOVISUAL FACILITY OVERALL RCP - LOWER LEVEL TA-112 1/8" = 1'-0"1 AUDIOVISUAL FACILITY OVERALL RCP - LOWER LEVEL AUDIOVISUAL FACILITY KEYNOTE LEGEND NUMBER DESCRIPTION V119 WALL MOUNTED MANUAL PROJECTION SCREEN V202 46" CEILING POLE MOUNTED FPD V240 RECESSED CEILING LOUDSPEAKER (TYPE 1) V241 RECESSED CEILING LOUDSPEAKER (TYPE 2) V242 CEILING PENDANT SPEAKER V290 POLE MOUNTED VIDEO PROJECTOR A B C 3 4 5 6 7 A1 A B C D E F A2 A3 A4 A5 AE AF AG AH H G L M/P GROUP EX 262 ST. 263 EXIT STAIR S10 CARDIO 261 ? ? MEN 203 WOMEN 204 ADMIN 271 DESK STAFF 272 EXEC DIR 281 ASST 279 WATER & FIRE ENTRY 273 IT 274 HR 283 FACILITY DIR 285 FINANCE 287 TEMP 284 COPY 278 LAN 276 MARKET 277 CONFERENCE 275 ELEC 282 VESTIBULE 201 LOBBY 202 V202 V202 V202 V202 V202 V202 V242V242V242 V242V242V242 V242 V242V242 V240 V240 V240 V240 V240 V240 V240 V240 V240 V240 V240 V240 V240 V240 V240 V240 V240 V242V242V242 V241 V240 V240 V240 V240 V240 V240 V241 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 1 1 : 3 1 : 4 8 A M C: \ S M W \ R e v i t \ S M W _ 1 6 1 1 6 _ T _ E V C C _ R 1 6 _ s m o e d e . r v t 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-17-2016 16003 AUDIOVISUAL FACILITY PART RCP - UPPER LEVEL NORTH TA-113 1/8" = 1'-0"1 AUDIOVISUAL FACILITY PART RCP - UPPER LEVEL NORTH AUDIOVISUAL FACILITY KEYNOTE LEGEND NUMBER DESCRIPTION V202 46" CEILING POLE MOUNTED FPD V240 RECESSED CEILING LOUDSPEAKER (TYPE 1) V241 RECESSED CEILING LOUDSPEAKER (TYPE 2) V242 CEILING PENDANT SPEAKER 3 4 5 6 76.9 8 95.4 M L M.6 N P Q EH NJ E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 EG EF EE ED EC EB EA 1 2 ? ? POOL MECH 253 POOL OFFICE 256 W. LOCKERS 221 FAM CHANGING 212 INDOOR PLAY 205 W. TEAM LOCKERS A106 M. LOCKERS 231 FOYER A101 EXIST POOL DECK A109 W. SHOWERS 222 W. TOILETS 223 M. TOILETS 233 M. SHOWERS 232 JAN 229 ACR1 213 ACR2 214 CHG 215 ACR3 216 VESTIBULE 201 EXIST LAUNDRY A111 EXIST POOL MECH A112 EXIST ELEC A113EXIST POOL EQUIP A114 EXIST CHEM A115 EXIST NATATORIUM A110 POOL STORAGE A108 M. TEAM LOCKER A107 MECHANICAL A102 POOL STORAGE 255 CIRC 259 OFFICE 206 KIDS T 207 KID WATCH 288 ELEC 254 GUARD CHG 257 GUARDS 258 LOBBY 202 V242 V242 V242 V242 V242 V242 V240 V240 V240 V240 V240 V240 V240 V240 V240 V240 V240V240 V240 V240 V240 V240 V240 V240 V240 V240 V242 V242 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 1 1 : 3 1 : 5 4 A M C: \ S M W \ R e v i t \ S M W _ 1 6 1 1 6 _ T _ E V C C _ R 1 6 _ s m o e d e . r v t 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-17-2016 16003 AUDIOVISUAL FACILITY PART RCP - UPPER LEVEL SOUTH TA-114 1/8" = 1'-0"1 AUDIOVISUAL FACILITY PART RCP - UPPER LEVEL SOUTH AUDIOVISUAL FACILITY KEYNOTE LEGEND NUMBER DESCRIPTION V240 RECESSED CEILING LOUDSPEAKER (TYPE 1) V242 CEILING PENDANT SPEAKER DN A B C DN 60" 3 4 5 6 7 A1 A B C D E F A2 A3 A4 AB AA A5 AC AD AE AF AG AH H G L MP GROUP EX 124 STAIR 120 ? ? ELEV 117 EMP ENTRY 103 COMMUNITY KITCHEN 142 KITCHEN 112 VEST 101 LOUNGE 102 WOMEN 104 COMMUNITY 141 EXIT STAIR S10 GYM 131 GYM STORAGE 132 P&R DIRECTOR 108 STORAGE 143 MEN 110 CLASSROOM 114 RECV & STOR 115 STOR 113 WOMEN 111 STRENGTH 123 MEN 105 GAMES 106 STAFF 107 ELEC 109 ? ? JR GOLF 121 HITTING 122 STORAGE 118 V301 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 1 1 : 3 1 : 5 6 A M C: \ S M W \ R e v i t \ S M W _ 1 6 1 1 6 _ T _ E V C C _ R 1 6 _ s m o e d e . r v t 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-17-2016 16003 AUDIOVISUAL ELETRICAL OVERALL PLAN - LOWER LEVEL TA-202 1/8" = 1'-0"1 AUDIOVISUAL ELECTRICAL OVERALL PLAN - LOWER LEVEL AUDIOVISUAL ELECTRICAL KEYNOTE LEGEND NUMBER DESCRIPTION V301 BACK BOX FOR FPD A B C 60" 3 4 5 6 7 A1 A B C D E F A2 A2 A3 A4 AB AA A5 AC AD AE AF AG AH H G L M/P GROUP EX 262 ST. 263 EXIT STAIR S10 CARDIO 261 ? ? MEN 203 WOMEN 204 ADMIN 271 DESK STAFF 272 EXEC DIR 281 ASST 279 WATER & FIRE ENTRY 273 ? ? IT 274 HR 283 FACILITY DIR 285 FINANCE 287 TEMP 284 COPY 278 LAN 276 MARKET 277 CONFERENCE 275 ELEC 282 V301 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 1 1 : 3 1 : 5 8 A M C: \ S M W \ R e v i t \ S M W _ 1 6 1 1 6 _ T _ E V C C _ R 1 6 _ s m o e d e . r v t 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-17-2016 16003 AUDIOVISUAL ELETRICAL PART PLAN - UPPER LEVEL NORTH TA-203 1/8" = 1'-0"1 AUDIOVISUAL ELECTRICAL PART PLAN - UPPER LEVEL NORTH AUDIOVISUAL ELECTRICAL KEYNOTE LEGEND NUMBER DESCRIPTION V301 BACK BOX FOR FPD 60" 3 4 5 6 76.9 8 95.4 M L M.6 N P Q EH NJ E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 EG EF EE ED EC EB EA 1 2 ? ? POOL MECH 253 POOL OFFICE 256 W. LOCKERS 221 FAM CHANGING 212 PARTY 211 INDOOR PLAY 205M. LOCKERS 231 W. TOILETS 223 JAN 229 ACR1 213 ACR2 214 CHG 215 ACR3 216 VESTIBULE 201LOBBY 202 ? ? POOL STORAGE 255 CIRC 259 OFFICE 206 KIDS T 207 KID WATCH 288 ELEC 254 GUARDS 258 ? ? ? ? ? ? M. TEAM LOCKER A107 W. TEAM LOCKERS A106 POOL STORAGE A108 EXIST NATATORIUM A110 EXIST POOL MECH A112 EXIST POOL EQUIP A114 EXIST LAUNDRY A111 EXIST ELEC A113 FOYER A101 MECHANICAL A102 ? ? M. SHOWERS 232 M. TOILETS 233 W. LOCKERS 221 EXIST POOL DECK A109 V301 V320 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 1 1 : 3 2 : 0 1 A M C: \ S M W \ R e v i t \ S M W _ 1 6 1 1 6 _ T _ E V C C _ R 1 6 _ s m o e d e . r v t 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-17-2016 16003 AUDIOVISUAL ELETRICAL PART PLAN - UPPER LEVEL SOUTH TA-204 1/8" = 1'-0"1 AUDIOVISUAL ELECTRICAL PART PLAN - UPPER LEVEL SOUTH AUDIOVISUAL ELECTRICAL KEYNOTE LEGEND NUMBER DESCRIPTION V301 BACK BOX FOR FPD V320 AV FLOOR BOX A B C 3 4 5 6 7 A1 A B C D E F A2 A3 A4 AB AA A5 AC AD AE AF AG AH H G L MP GROUP EX 124 STAIR 120 ? ? ELEV 117 EMP ENTRY 103 COMMUNITY KITCHEN 142 KITCHEN 112 VEST 101 LOUNGE 102 WOMEN 104 COMMUNITY 141 EXIT STAIR S10 GYM 131 GYM STORAGE 132 P&R DIRECTOR 108 STORAGE 143 MEN 110 CLASSROOM 114 RECV & STOR 115 STOR 113 WOMEN 111 STRENGTH 123 MEN 105 GAMES 106 STAFF 107 ELEC 109 ? ? JR GOLF 121 HITTING 122 STORAGE 118 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 1 1 : 3 2 : 0 3 A M C: \ S M W \ R e v i t \ S M W _ 1 6 1 1 6 _ T _ E V C C _ R 1 6 _ s m o e d e . r v t 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-17-2016 16003 AUDIOVISUAL ELETRICAL OVERALL RCP - LOWER LEVEL TA-212 1/8" = 1'-0"1 AUDIOVISUAL ELECTRICAL OVERALL RCP - LOWER LEVEL AUDIOVISUAL ELECTRICAL KEYNOTE LEGEND NUMBER DESCRIPTION A B C 60" 3 4 5 6 7 A1 A B C D E F A2 A3 A4 A5 AE AF AG AH H G M/P GROUP EX 262 ST. 263 EXIT STAIR S10 CARDIO 261 ? ? MEN 203 WOMEN 204 ADMIN 271 DESK STAFF 272 EXEC DIR 281 ASST 279 WATER & FIRE ENTRY 273 IT 274 HR 283 FACILITY DIR 285 FINANCE 287 TEMP 284 COPY 278 LAN 276 MARKET 277 CONFERENCE 275 ELEC 282 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 1 1 : 3 2 : 0 5 A M C: \ S M W \ R e v i t \ S M W _ 1 6 1 1 6 _ T _ E V C C _ R 1 6 _ s m o e d e . r v t 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-17-2016 16003 AUDIOVISUAL ELECTRICAL PART RCP - UPPER LEVEL NORTH TA-213 1/8" = 1'-0"1 AUDIOVISUAL ELECTRICAL PART RCP - UPPER LEVEL NORTH AUDIOVISUAL ELECTRICAL KEYNOTE LEGEND NUMBER DESCRIPTION 3 4 5 6 76.9 8 95.4 M L M.6 N P Q EH NJ E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 EG EF EE ED EC EB EA 1 2 ? ? POOL MECH 253 POOL OFFICE 256 W. LOCKERS 221 FAM CHANGING 212 PARTY 211 INDOOR PLAY 205 W. TEAM LOCKERS A106 M. LOCKERS 231 FOYER A101 EXIST POOL DECK A109 W. SHOWERS 222 W. TOILETS 223 M. TOILETS 233 M. SHOWERS 232 JAN 229 ACR1 213 ACR2 214 CHG 215 ACR3 216 VESTIBULE 201 EXIST LAUNDRY A111 EXIST POOL MECH A112 EXIST ELEC A113EXIST POOL EQUIP A114 EXIST CHEM A115 EXIST NATATORIUM A110 POOL STORAGE A108 M. TEAM LOCKER A107 MECHANICAL A102 POOL STORAGE 255 CIRC 259 OFFICE 206 KIDS T 207 KID WATCH 288 ELEC 254 GUARD CHG 257 GUARDS 258 ? ? LOBBY 202 ? ? ? ? ? ? SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 1 1 : 3 2 : 1 0 A M C: \ S M W \ R e v i t \ S M W _ 1 6 1 1 6 _ T _ E V C C _ R 1 6 _ s m o e d e . r v t 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-17-2016 16003 AUDIOVISUAL ELECTRICAL PART RCP - UPPER LEVEL SOUTH TA-214 1/8" = 1'-0"1 AUDIOVISUAL ELECTRICAL PART RCP - UPPER LEVEL SOUTH AUDIOVISUAL ELECTRICAL KEYNOTE LEGEND NUMBER DESCRIPTION 1. CABLE ADMINISTRATION: A. PROPERLY LABEL ALL CABLES, RECEPTACLES, CONNECTION BLOCKS, GROUNDING BARS, RACKS, CABINETS, OUTLETS AND PATCH PANELS. B. LABEL EACH CABLE THAT EXCEEDS 250 FT. (75m), THE CABLE SHALL BE CLEARLY MARKED WITH RED TAPE AT BOTH ENDS OF EACH CABLE INDICATING THE EXACT CABLE LENGTH AND NOTED IN THE REQUIRED AS-BUILT LABEL REPORT. C. PRIOR TO SYSTEM ACCEPTANCE, THE CONTRACTOR SHALL SUBMIT AN AS-BUILT LABEL REPORT PROVIDING THE ROOM NUMBERS AND CABLE LENGTHS FOR EACH OF THE INSTALLED CABLES. 2. LABEL REQUIREMENTS: A. PROVIDE WHITE LABEL WITH TYPEWRITTEN LEGIBLE CHARACTERS. PRINTED WITH NON- SMEAR TYPE INK. HANDWRITTEN LABELS ARE NOT PERMITTED. B. PROVIDE LABELS WITH A SELF ADHESIVE BACKING. C. PROVIDE LABELS FOR CABLES WITH PROTECTIVE WRAP-AROUND PLASTIC TRANSPARENT COVER WHICH WILL SERVE TO PROTECT THE INK FROM SMEARING AND SECURE THE LABEL TO THE CABLE. D. PROVIDE LABELS FOR CABLES WIDE ENOUGH FOR 23 CHARACTERS IN A SINGLE ROW. E. RISER AND TIE CABLES JACKETS SHALL BE LABELED WITHIN EACH TECHNOLOGY ROOM AND AT 50 FT. (15m) INTERVALS OUTSIDE TECHNOLOGY ROOMS ABOVE CEILINGS. 1. INSTALL FIRESTOP TO ALL SLAB AND WALL PENETRATIONS PROVIDED FOR THE INSTALLATION OF TELECOMMUNICATIONS CABLE AS REQUIRED TO MAINTAIN FIRE RATING OF SLAB OR WALL. REVIEW ARCHITECT'S PLANS FOR PARTITION TYPES. 2. CABLE TERMINATION HARDWARE INDICATED ON RACK ELEVATIONS MAY BE APPROXIMATE TO INDICATE TYPICAL ORGANIZATION OF TERMINATION HARDWARE. CONTRACTOR SHALL COMPARE THE RACK ELEVATIONS TO THE CABLING REQUIRED BY THE CONTRACT DOCUMENTS AND FURNISH AND INSTALL TERMINATION HARDWARE IN SUFFICIENT QUANTITIES TO TERMINATE CABLES. 1. INSTALL TELECOMMUNICATIONS WIRING TO MAINTAIN A MINIMUM OF 5" SEPARATION FROM FLUORESCENT LIGHTING. 2. PROVIDE DESIGNATION LABELS FOR ALL TERMINATION BLOCKS, PATCH PANELS, AND WORKSTATION OUTLET FACEPLATES. 3. PROVIDE CABLE STRAPS NO GREATER THAN 5' APART TO SUPPORT CABLES WHERE NO CABLE TRAYS AND CONDUITS ARE PROVIDED. 4. INSTALL EACH CABLE SET INDICATED BY THE SYMBOLS LIST FROM THE OUTLET LOCATION TO THE RESPECTIVE SERVING TELECOM ROOM. 5. REPORT TO THE OWNER AND DESIGN TEAM ANY HORIZONTAL CABLE THAT EXCEEDS 250 FT.(75m) 6. DO NOT RUN LOW-VOLTAGE CABLE DIRECTLY PARALLEL TO ELECTRICAL OR GROUND WIRE SHOULD THIS CONDITION ARISE, REPORT TO THE OWNER AND THE DESIGN TEAM. IF CABLES MUST CROSS, DO SO AT PERPENDICULAR ANGLES. 1. COORDINATE WALL BOX LOCATIONS AND DIMENSIONS WITH ARCHITECTURAL AND ELECTRICAL PLANS. 2. COORDINATE WITH ELECTRICAL DRAWINGS FOR LOCATION OF ALL TELECOMMUNICATIONS OUTLETS. 3. INSTALL CONDUIT AND LADDER RACK FOR TELECOMMUNICATIONS WIRING TO MAINTAIN A MINIMUM OF 5" SEPARATION FROM FLUORESCENT LIGHTING. 4. COORDINATE INSTALLATION OF CONDUITS AND CABLE TRAYS WITH OTHER COMPONENTS INSTALLED WITHIN CEILING. PREPARE SHOP DRAWINGS TO DEMONSTRATE AND ENSURE PROPER INSTALLATION OF ALL COMPONENTS. 5. IF CONFLICTS ARE FOUND BETWEEN THE TELECOMMUNICATIONS DRAWINGS AND ANY OTHER DRAWINGS ASSOCIATED WITH THE PROJECT, NOTIFY THE ARCHITECT AT ONCE AND HAVE LOCATION VERIFIED BEFORE OUTLETS ARE INSTALLED. ANY REASONABLE CHANGE IN LOCATION OF OUTLETS PRIOR TO ROUGHING SHALL NOT INVOLVE ADDITIONAL EXPENSE TO THE OWNER. THE TERM "REASONABLE" SHALL BE INTERPRETED AS MOVING OUTLET LOCATIONS A MAXIMUM OF 10' IN ANY DIRECTION FROM THE LOCATION INDICATED ON THE DRAWINGS. 6. MAINTAIN MINIMUM BEND RADIUS OF 10X O.D. FOR CONDUITS GREATER THAN 2" DIAMETER. MAINTAIN MINIMUM BEND RADIUS OF 6X O.D. FOR CONDUITS EQUAL TO OR LESS THAN 2" DIAMETER. 7. PROVIDE PULL BOXES (SIZE AS NOTED) AFTER EVERY 100 FT. (30m) OF RUN OR AFTER EVERY 180-DEGREES OF BEND. 8. DO NOT INSTALL PULL BOXES IN LIEU OF A BEND. 9. REAM AND BUSH THE ENDS OF ALL CONDUITS. 10. PROVIDE AND LEAVE IN PLACE A PULL STRING IN EACH CONDUIT. 11. STUB UP CONDUIT SLEEVES THROUGH SLABS 3" ABOVE FINISHED FLOORS. 12. PROVIDE HANGERS, ANCHORS, MOUNTING HARDWARE, GROUND LUGS AND STRAPS AS REQUIRED TO ENSURE PROPER INSTALLATION OF PATHWAY COMPONENTS. INSTALL ALL COMPONENTS AS PER MANUFACTURERS RECOMMENDATIONS AND PER ALL APPLICABLE CODES. 13. GROUND ALL CONDUITS AND LADDER RACK AS PER MANUFACTURERS' RECOMMENDATIONS AND PER ALL APPLICABLE CODES. 14. PROVIDE AT ALL LADDER RACK AND CABLE TRAY LOCATIONS: RUNWAY DROPOFFS, SPLICE HARDWARE, GROUND STRAPS, THERMAL EXPANSION PLATES, TERMINATION KITS, END SUPPORT KITS AND CEILING SUPPORT HARDWARE. 15. PROVIDE FOR ALL BASKET TYPE CABLE TRAY LOCATIONS; CONNECTION HARDWARE, GROUND STRAPS, THERMAL EXPANSION PLATES, SUPPORT BRACKETS AND CEILING SUPPORT HARDWARE. 16. REFER TO DISTRIBUTION PLANS FOR REQUIREMENTS FOR JUNCTION BOX AND CONDUITS TO SUPPORT WORKSTATION OUTLETS. 17. WHERE CABLE IS RUN ABOVE NON-ACCESSIBLE (I.E. GYPSUM BOARD) CEILING CONSTRUCTION, CONDUIT AND PULLBOXES MUST BE INSTALLED TO PROPERLY ROUTE CABLE. 18. PROVIDE J-HOOKS AND CABLE STRAPS TO SUPPORT CABLE ABOVE ACCESSIBLE CEILING CONSTRUCTION, EXCEPT IN AREAS WHERE CABLE TRAY OR CONDUIT IS INDICATED. 19. PROVIDE WOVEN FIBER RACEWAY COMPLETE WITH DRAG LINE FOR ALL 2", 3", AND 4" CONDUITS PER SPECIFICATIONS AND DRAWING DETAILS, UON. AFF - ABOVE FINISHED FLOOR AV - AUDIOVISUAL C - CONDUIT CAT-3 - TIA CATEGORY 3 RATED CAT-5E - TIA CATEGORY 5e RATED CAT-6 - TIA CATEGORY 6 RATED CAT-6A - TIA/EIA CATEGORY 6A RATED CLG - CEILING COAX - COAXIAL CABLE CP - CONSOLIDATION POINT FO - FIBER OPTIC F/UTP - FOILED / UNSHIELDED TWISTED PAIR GND - GROUND IC - INTERMEDIATE CROSS-CONNECT ID - INSIDE DIAMETER IDF - INTERMEDIATE DISTRIBUTION FRAME J-BOX - JUNCTION BOX LAN - LOCAL AREA NETWORK MC - MAIN CROSS-CONNECT MDF - MAIN DISTRIBUTION FRAME MH - MANHOLE MM - MULTIMODE MTER - MAIN TELECOMMUNICATIONS EQUIPMENT ROOM NIC - NOT IN CONTRACT NID - NETWORK INTERFACE DEVICE NTS - NOT TO SCALE OD - OUTSIDE DIAMETER OFE - OWNER FURNISHED EQUIPMENT OSP - OUTSIDE PLANT PP - PATCH PANEL PR - PAIR PB - PULLBOX PBX - PRIVATE BRANCH EXCHANGE RW - RACEWAY SM - SINGLE MODE ST - STRAND STP - SHIELDED TWISTED PAIR TEMP - TEMPORARY TGB - TELECOMMUNICATIONS GROUND BAR TR - TELECOMMUNICATIONS ROOM TSER - TELECOMMUNICATIONS SERVICE ENTRANCE ROOM TYP - TYPICAL UON - UNLESS OTHERWISE NOTED UPS - UNINTERRUPTIBLE POWER SUPPLY UTP - UNSHIELDED TWISTED PAIR VOIP - VOICE OVER INTERNET PROTOCOL WAN - WIDE AREA NETWORK WAP - WIRELESS ACCESS POINT WMO - WIRE MANAGEMENT WP - WATERPROOF WS - WORKSTATION WW - WIREWAY DRAWING LIST: ABBREVIATIONS: GENERAL INFORMATION FOR ALL SYMBOLS: ENLARGED PLAN SYMBOLS: GENERAL NOTES: CABLING NOTES: PATHWAY NOTES: IDENTIFICATION: FLOOR BOX OUTLET # = QUANTITY OF 4-PAIR HORIZONTAL COPPER CABLES WIRELESS ACCESS POINT OUTLET (2) 4-PAIR HORIZONTAL COPPER CABLES AP TO BE OFCI. SECURITY SURVEILLANCE CAMERA OUTLET (1) 4-PAIR HORIZONTAL COPPER CABLES SPECIALITY SYMBOLS: 2 POST STANDARD 19" IT EQUIPMENT RACK, 7' HIGH UON REFER TO 27 11 16 4 POST STANDARD 19" IT EQUIPMENT RACK, 7' HIGH UON REFER TO 27 11 16 DOUBLE SIDED VERTICAL CABLE MANAGEMENT PANEL, HEIGHT TO MATCH RACK HEIGHT UON REFER TO 27 11 23 SINGLE SIDED VERTICAL CABLE MANAGEMENT PANEL, HEIGHT TO MATCH RACK HEIGHT UON REFER TO 27 11 23 WALL SPACE RESERVED FOR DESIGNATED EQUIPMENT WHERE **** REPRESENTS EQUIPMENT DESIGNATION VERTICAL CONDUIT DOWN SIZE AS NOTED REFER TO 27 05 28.33 VERTICAL CONDUIT UP SIZE AS NOTED REFER TO 27 05 28.33 INDICATES CABINET FRONT RACK/CABINET MOUNTED POWER DISTRIBUTION UNIT * = LETTER DESIGNATING TYPE REFER TO 27 11 26 TELECOMMUNICATIONS GROUND BUS BAR REFER TO 27 05 26 TELECOMMUNICATIONS MAIN GROUND BUS BAR REFER TO 27 05 26 HORIZONTAL CABLE TRAY SIZE AND TYPE AS NOTED REFER TO 27 05 28.36 VERTICAL CABLE TRAY REFER TO 27 05 28.36 HORIZONTAL CONDUIT SIZE AS NOTED REFER TO 27 05 28.33 HORIZONTAL PRE FAB FIRE RATED PATHWAY REFER TO 27 05 28 VERTICAL PRE FAB FIRERATED PATHWAY REFER TO 27 05 28 PDU- TGB # TMGB **** * STANDARD INFORMATION OUTLET # = QUANTITY OF 4-PAIR HORIZONTAL COPPER CABLES STANDARD SYMBOLS: # # INDICATES THE QUANTITY OF HORIZONTAL COPPER CABLES. INDICATES THE OUTLET MOUNTING HEIGHT IN INCHES AFF. USE PROJECT STANDARD MOUNTING HEIGHT IF NOT INDICATED. REFER TO ARCHITECTURAL DRAWINGS FOR STANDARD MOUNTING HEIGHTS. 4-PAIR HORIZONTAL COPPER CABLES SHALL BE CATEGORY 6A (REFER TO 27 15 13) FRONT IT EQUIPMENT CABINET, REFER TO 27 11 16 CABINET DOOR, SINGLE LEAF CABINET SIDE PANELS CABINET DOORS, SPLIT LEAF DOUBLE DUPLEX 110 VOLT 20A CONVENIENCE ELECTRICAL OUTLET SPECIALTY ELECTRICAL OUTLET NEMA L6-30r RECEPTACLE ON DEDICATED CIRCUIT * = UPS SYSTEM FEEDING OUTLET SPECIALTY ELECTRICAL OUTLET NEMA L21-30r RECEPTACLE ON DEDICATED CIRCUIT * = UPS SYSTEM FEEDING OUTLET DUPLEX 110 VOLT 20A CONVENIENCE ELECTRICAL OUTLET ELECTRICAL SYMBOLS: * * FOR COORDINATION ONLY, NOT FOR CONSTRUCTION, REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION TELECOM SYMBOL, VARIES # PULL BOX SIZING CHART LENGTH (in.) 16 DEPTH (in.) 3 PULL BOX DIMENSIONS 2 DIMENSION TO INCREASE PULL BOX WIDTH FOR EACH ADDITIONAL CONDUIT (in.) 3 DIMENSION TO INCREASE PULL BOX DEPTH FOR EACH ADDITIONAL TIER OF CONDUIT (in.)WIDTH (in.) 4 CONDUIT TRADE SIZE (in.) 1 20 3 3 361-1/4 27 4 4 481-1/2 36 5 5 482 42 6 6 5102-1/2 48 6 6 5123 54 6 6 6123-1/2 60 8 8 8124 L W D # # AP CAM J J J-HOOK CABLING DISTRIBUTION SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 12" = 1'-0" 10 / 3 1 / 2 0 1 6 1 1 : 5 4 : 4 9 A M C: \ S M W \ R e v i t \ S M W _ 1 6 1 1 6 _ T _ E V C C _ R 1 6 _ n f r a n k . r v t 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ES T E S V A L L E Y C O M M U N I T Y C E N T E R NF NF 10-17-2016 16003 TELECOM COVER SHEET TT-000 NUMBER NAME TT-000 TELECOM COVER SHEET TT-102 TELECOM OVERALL PLAN - LOWER LEVEL TT-103 TELECOM PART PLAN - UPPER LEVEL NORTH TT-104 TELECOM PART PLAN - UPPER LEVEL SOUTH TT-112 TELECOM OVERALL RCP - LOWER LEVEL TT-113 TELECOM PART RCP - UPPER LEVEL NORTH TT-114 TELECOM PART RCP - UPPER LEVEL SOUTH TT-200 TELECOM ENLARGED PLAN TT-300 TELECOM RISERS TT-400 TELECOM DETAILS SHEET TT-401 TELECOM DETAILS SHEET TT-402 TELECOM DETAILS SHEET DN A B C DN 1 1 1 1 1 AP AP AP AP AP AP CAM CAM CAM 3 4 5 6 7 A1 A B C D E F A2 A3 A4 AB AA A5 AC AD AE AF AG AH H G L MP GROUP EX 124 STAIR 120 ? ? ELEV 117 EMP ENTRY 103 COMMUNITY KITCHEN 142 KITCHEN 112 VEST 101 LOUNGE 102 WOMEN 104 COMMUNITY 141 EXIT STAIR S10 GYM 131 GYM STORAGE 132 P&R DIRECTOR 108 STORAGE 143 ? ? CLASSROOM 114 RECV & STOR 115 ? ? WOMEN 111 STRENGTH 123 MEN 105 GAMES 106 STAFF 107 ELEC 109 ? ? JR GOLF 121 HITTING 122 1 1 1 1 TELECOM KEYNOTES: 1. ROUGH IN ONLY. BACKBOX AND CONDUIT TO CEILING SPACE ABOVE. SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 1 1 : 5 4 : 5 0 A M C: \ S M W \ R e v i t \ S M W _ 1 6 1 1 6 _ T _ E V C C _ R 1 6 _ n f r a n k . r v t 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ES T E S V A L L E Y C O M M U N I T Y C E N T E R NF NF 10-17-2016 16003 TELECOM OVERALL PLAN - LOWER LEVEL TT-102 1/8" = 1'-0"1 TELECOM OVERALL PLAN - LOWER LEVEL A B C 1 1 1 1 1 1 2 2 1 1 2 2 1 1 AP AP AP AP AP AP CAM 4 22 2 2 2 2 2 2 2 2 2 2 22 2 2 2 2 1 1 4 3 4 5 6 7 A1 A B C D E F A2 A3 A4 AB AA A5 AC AD AE AF AG AH H G M/P GROUP EX 262 ST. 263 EXIT STAIR S10 CARDIO 261 ? ? MEN 203 WOMEN 204 ADMIN 271 DESK STAFF 272 EXEC DIR 281 ASST 279 WATER & FIRE ENTRY 273 ? ? IT 274 HR 283 FACILITY DIR 285 FINANCE 287 TEMP 284 COPY 278 LAN 276 MARKET 277 CONFERENCE 275 ELEC 282 TT-200 1 1 1 1 1 1 TELECOM KEYNOTES: 1. ROUGH IN ONLY. BACKBOX AND CONDUIT TO CEILING SPACE ABOVE. SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 1 1 : 5 4 : 5 2 A M C: \ S M W \ R e v i t \ S M W _ 1 6 1 1 6 _ T _ E V C C _ R 1 6 _ n f r a n k . r v t 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ES T E S V A L L E Y C O M M U N I T Y C E N T E R NF NF 10-17-2016 16003 TELECOM PART PLAN - UPPER LEVEL NORTH TT-103 1/8" = 1'-0"1 TELECOM PART PLAN - UPPER LEVEL NORTH 1 2 1 2 2 1 2 AP AP AP AP AP CAM CAM CAM CAM 4 2 CAM 2 3 4 5 6 7 A4 A5 6.9 8 95.4 M L M.6 N P Q EH NJ E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 EG EF EE ED EC EB EA 1 2 ? ? POOL MECH 253 POOL OFFICE 256 W. LOCKERS 221 FAM CHANGING 212 PARTY 211 INDOOR PLAY 205M. LOCKERS 231 W. TOILETS 223 JAN 229 ACR1 213 ACR2 214 CHG 215 ACR3 216 VESTIBULE 201LOBBY 202 ? ? POOL STORAGE 255 CIRC 259 OFFICE 206 KIDS T 207 KID WATCH 288 ELEC 254 GUARDS 258 ? ? ? ? ? ? M. TEAM LOCKER A107 W. TEAM LOCKERS A106 POOL STORAGE A108 EXIST NATATORIUM A110 EXIST POOL MECH A112 EXIST POOL EQUIP A114 EXIST LAUNDRY A111 EXIST ELEC A113 FOYER A101 MECHANICAL A102 ? ? M. SHOWERS 232 M. TOILETS 233 W. LOCKERS 221 EXIST POOL DECK A109 11 1 1 1 TELECOM KEYNOTES: 1. ROUGH IN ONLY. BACKBOX AND CONDUIT TO CEILING SPACE ABOVE. SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 1 1 : 5 4 : 5 4 A M C: \ S M W \ R e v i t \ S M W _ 1 6 1 1 6 _ T _ E V C C _ R 1 6 _ n f r a n k . r v t 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ES T E S V A L L E Y C O M M U N I T Y C E N T E R NF NF 10-17-2016 16003 TELECOM PART PLAN - UPPER LEVEL SOUTH TT-104 1/8" = 1'-0"1 TELECOM PART PLAN - UPPER LEVEL SOUTH A B C J J J J J J J J J J J J J J J J EXPOSED TO MEZZANINE STRUCTURE ABOVE EXPOSED TO STRUCTURE ABOVE SOUND- ISOLATING G.B. SOFFITS @ FOLDING PARTITIONS EXPOSED TO STRUCTURE 120 STAIR E.T.S. 103 EMP ENTRY PT02 142 COMMUNITY KITCHEN 112 KITCHEN E.T.S. 101 VEST PT02 E.T.S. 102 LOUNGE PT 104 WOMEN E.T.S. S10 EXIT STAIR PT02 131 GYM E.T.S. 132 GYM STORAGE PT02 108 P&R DIRECTOR E.T.S. 143 STORAGE PT01 110 MEN 114 CLASSROOM E.T.S. 115 RECV & STOR PT01 113 STOR 111 WOMEN 123 STRENGTH 105 MEN 106 GAMES 107 STAFF E.T.S. 109 ELEC PT01 121 JR GOLF 122 HITTING E.T.S. 118 STORAGE PT01 LC03 9' - 0" LC03 9' - 0" OPEN TO ABOVE E.T.S. E.T.S. GB SOFFIT @ STRUCTURAL STEP LAY-IN CEILING GRID SYSTEM PAINT UNDERSIDE OF DECK AND EXPOSED STRUCTURE PT07 10' - 0" LC05 9' - 0" LC05 9' - 0"LC05 9' - 0" LC05 9' - 0" LC05 9' - 0" PT07 10' - 0" PT07 10' - 0" LC05 9' - 0" LC02 10' - 0" PT03 9' - 10" ETS PT01 PT11 12' - 9" LC02 9' - 0" LC02 9' - 0" LC02 9' - 0" LC02 9' - 0" LC02 9' - 0" LC02 9' - 0" LC02 9' - 0" LC02 9' - 0" LC03 9' - 0" LC03 9' - 0" PT02 8' - 6" LC02 11' - 0" LC02 9' - 8" LC02 11' - 0" LC02 11' - 0" LC02 9' - 0" LC01 9' - 0" PT11 9' - 6" PT11 9' - 6"PT11 9' - 6" PT11 9' - 6" PT11 9' - 0" PT03 10' - 8" PT11 9' - 0" PT03 10' - 8" PT03 10' - 8" ETS ? ETS ? ETS ? ETS ? ETS ? ETS ? ETS ? LC02 9' - 0" 141 COMMUNITY 180 STOR. E.T.S. PT08 8' - 11" 2'-8" 2 4'-4 1/4" 4'-2" 1 3'-6 1/2" 19'-9 5/8" 2'-1 1/4" 3 1/4" 1'-11" 17'-8 3/8" 1'-8 1/4" 3 1/8" 2'-4 3/8" 19'-1 3/4" 10'-6 1/8" 4 7/8" 2'-8 5/8" 1'-4 1/4" 2'-4 3/8" 3 0 ' - 6 1 /4 " 1'-8" 2'-2 3/8" 12'-2"2'-2"1'-4" PT04 8' - 0" PT08 8' - 6" 5'-2" 7'- 3 1 / 8 " 18 ' - 1 0 7 / 8 " 2'- 3 1 / 8 " 1'-0 3/4" 4'- 0 3 / 8 " 5'-1 3/8" 5'- 4 1 / 4 " 26 ' - 2 " 4'- 0 1 / 8 " 1'- 8 " 8'-1 1/8" 3'-4 1/4" 14'-2" 3'-0 1/4" 14'-2" 16' - 9" 18' - 5" 2 1 ' - 9 3 / 4 " 7' - 11 3/4" 6'- 9 3 / 8 " 3'-5 5/8" 1'- 2 5 / 8 " 10'-6 7/8" 11 ' - 1 1 / 8 " 23'-6 1/2"20'-8 1/2" 9'- 7 1 / 2 " 12 ' - 3 5 / 8 " 1'-7 3/8" 6'- 4 1 / 8 " SLOPE TO MACH STAIR LC02 9' - 2" PT04 ON STEEL BEAMS EXPOSED CEILING TYP. PT02 ON EXPOSED CEILING BETWEEN STEEL BEAMS PT02 PT02 8' - 6" PT04 PT01 PT02 PT11 ON UNDERSIDE OF STAIR ETS ? PT02 PT02 PT02 PT07 10' - 0" PT02 PT02 PT02 PT02 PT02 PT02 PAINT EXPOSRED CEILING, HVAC, AND STRUCTURE PT02 TYP. GYP. BD. SOFFIT PT07 ETS ? PT02 PT02 ETS PT01 E.T.S. 124 MP GROUP EX PT03 PAINT EXPSED CEILING, HVAC, AND STRUCTURE PT02 TYP. PT11 14' - 1" 36'-0 1/2"PT02 LC02 SLOPED 3:12 9'-2" START LC02 SLOPED 3:12 9'-2" START LC02 SLOPED 3:12 9'-2" START 3 4 5 6 7 A1 A B C D E F A2 A3 A4 AB AA A5 AC AD AE AF AG AH H G L MP GROUP EX 124 STAIR 120 ? ? ELEV 117 EMP ENTRY 103 COMMUNITY KITCHEN 142 KITCHEN 112 VEST 101 LOUNGE 102 WOMEN 104 COMMUNITY 141 EXIT STAIR S10 GYM 131 GYM STORAGE 132 P&R DIRECTOR 108 STORAGE 143 MEN 110 CLASSROOM 114 RECV & STOR 115 STOR 113 WOMEN 111 STRENGTH 123 MEN 105 GAMES 106 STAFF 107 ELEC 109 ? ? JR GOLF 121 HITTING 122 STORAGE 118 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 1 1 : 5 4 : 5 5 A M C: \ S M W \ R e v i t \ S M W _ 1 6 1 1 6 _ T _ E V C C _ R 1 6 _ n f r a n k . r v t 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ES T E S V A L L E Y C O M M U N I T Y C E N T E R NF NF 10-17-2016 16003 TELECOM OVERALL RCP - LOWER LEVEL TT-112 1/8" = 1'-0"1 TELECOM OVERALL RCP - LOWER LEVEL A B C J JJJJJJJJJ J J J J J J J J J J J J J J J J J J /1 A113/1 A113 E.T.S. 202 LOBBY PT03 202 LOBBY 3 4 5 6 7 A1 A B C D E F A2 A3 A4 AB AA A5 AC AD AE AF AG AH H G M/P GROUP EX 262 ST. 263 EXIT STAIR S10 CARDIO 261 ? ? MEN 203 WOMEN 204 ADMIN 271 DESK STAFF 272 EXEC DIR 281 ASST 279 WATER & FIRE ENTRY 273 IT 274 HR 283 FACILITY DIR 285 FINANCE 287 TEMP 284 COPY 278 LAN 276 MARKET 277 CONFERENCE 275 ELEC 282 TT-200 2 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 1 1 : 5 4 : 5 6 A M C: \ S M W \ R e v i t \ S M W _ 1 6 1 1 6 _ T _ E V C C _ R 1 6 _ n f r a n k . r v t 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ES T E S V A L L E Y C O M M U N I T Y C E N T E R NF NF 10-17-2016 16003 TELECOM PART RCP - UPPER LEVEL NORTH TT-113 1/8" = 1'-0"1 TELECOM PART RCP - UPPER LEVEL NORTH J J J /1 A113/1 A113 E.T.S. 253 POOL MECH PT20 256 POOL OFFICE 221 W. LOCKERS E.T.S. 205 INDOOR PLAY PT19 A106 W. TEAM LOCKERS A109 EXIST POOL DECK 222 W. SHOWERS 223 W. TOILETS 233 M. TOILETS 232 M. SHOWERS E.T.S. 229 JAN A111 EXIST LAUNDRY A112 EXIST POOL MECH A113 EXIST ELEC A114 EXIST POOL EQUIP A115 EXIST CHEM A110 EXIST NATATORIUM A108 POOL STORAGE A107 M. TEAM LOCKER E.T.S. A102 MECHANICAL E.T.S. 255 POOL STORAGE PT20 E.T.S. 259 CIRC 206 OFFICE 207 KIDS T 288 KID WATCH E.T.S. 254 ELEC - 257 GUARD CHG 258 GUARDS A105 STORAGE PT20 10' - 0" PT02 9' - 0" LC03 9' - 0" LC01 9' - 0" LC03 9' - 0" LC03 9' - 0" LC03 9' - 0" LC03 9' - 0" LC03 9' - 0" LC03 9' - 0" LC03 9' - 0" LC03 9' - 0" LC03 9' - 0" 231 M. LOCKERS LC03 8' - 0" LC03 7' - 10" A103 M. LOCKERS 2 LC02 9' - 6" 9' - 0" 19 ' - 5 3 / 8 " 1'- 5 " GYP./ PT11 8' - 6"GYP./ PT11 8' - 6" LC01 9' - 0" LC01 9' - 0" PT15 8' - 6" PT15 8' - 6" 9' - 0" LC03 8' - 0" LC03 8' - 0" 1 A104 VESTIBULE LC03 8' - 4" A109 EXIST POOL DECK LC03 7' - 10" LC03 8' - 10" A101 FOYER A109A POOL DECK ENTRY 3 4 5 6 76.9 8 95.4 M L M.6 N P Q EH NJ E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 EG EF EE ED EC EB EA 1 2 ? ? POOL MECH 253 POOL OFFICE 256 W. LOCKERS 221 FAM CHANGING 212 PARTY 211 INDOOR PLAY 205 W. TEAM LOCKERS A106 M. LOCKERS 231 FOYER A101 EXIST POOL DECK A109 W. SHOWERS 222 W. TOILETS 223 M. TOILETS 233 M. SHOWERS 232 JAN 229 ACR1 213 ACR2 214 CHG 215 ACR3 216 VESTIBULE 201 EXIST LAUNDRY A111 EXIST POOL MECH A112 EXIST ELEC A113EXIST POOL EQUIP A114 EXIST CHEM A115 EXIST NATATORIUM A110 POOL STORAGE A108 M. TEAM LOCKER A107 MECHANICAL A102 POOL STORAGE 255 CIRC 259 OFFICE 206 KIDS T 207 KID WATCH 288 ELEC 254 GUARD CHG 257 GUARDS 258 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 1 1 : 5 4 : 5 8 A M C: \ S M W \ R e v i t \ S M W _ 1 6 1 1 6 _ T _ E V C C _ R 1 6 _ n f r a n k . r v t 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ES T E S V A L L E Y C O M M U N I T Y C E N T E R NF NF 10-17-2016 16003 TELECOM PART RCP - UPPER LEVEL SOUTH TT-114 1/8" = 1'-0"1 TELECOM PART RCP - UPPER LEVEL SOUTH 2 2 A4 AF G TT-200 3 SECURITY EQUIP. A4 AF G REC ROOF 2' - 0" UPPER LEVEL 0' - 0" 4 RU FIBER PATCH PANEL FOR BACKBONE CABLING 2 RU CABLE MANAGEMENT PANEL (TYP.) SPACE RESERVED FOR NETWORK SWITCHES AND SERVERS BY OTHERS 48 PORT ANGLED PATCH PANEL FOR BUILDING OUTLETS 48 PORT ANGLED PATCH PANEL FOR WIRELESS ACCESS POINTS 48 PORT ANGLED PATCH PANEL FOR VIDEO SURVEILLANCE (SECURITY) 12" VERTICAL WIRE MANAGEMENT 10" VERTICAL WIRE MANAGEMENT SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 1 1 : 5 4 : 5 9 A M C: \ S M W \ R e v i t \ S M W _ 1 6 1 1 6 _ T _ E V C C _ R 1 6 _ n f r a n k . r v t 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ES T E S V A L L E Y C O M M U N I T Y C E N T E R NF NF 10-17-2016 16003 TELECOM ENLARGED PLAN TT-200 1/2" = 1'-0"1 ENLARGED PLAN - MDF ROOM 1/2" = 1'-0"2 ENLARGED PLAN RCP - MDF ROOM 1" = 1'-0"3 MDF RACK ELEVATION LOWER LEVEL UPPER LEVEL LAN 276 MANHOLE 1 1 TELECOM BACKBONE CONDUIT KEYNOTES: SERVICE ENTRANCE CONDUITS (3) 4" CONDUITS WITH: (3) 3" 3-CELL MAXCELL INNERDUCT IN EACH CONDUIT REFER TO CIVIL FOR CONDUIT ROUTING LOWER LEVEL UPPER LEVEL LAN 276 MANHOLE 1 1 TELECOM BACKBONE CABLING KEYNOTES: ALL CABLES PLACED IN UNDERGROUND CONDUITS SHALL BE INDOOR/OUTDOOR RATED. INCOMING SERVICES (1) 24 STRAND SM FIBER (1) 24 STRAND MM FIBER (1) 100 PAIR COPPER (1) COAX REFER TO CIVIL FOR CONDUIT ROUTING SHEET NOTES: 1. ALL PATHWAYS ARE DIAGRAMMATIC AND ARE SHOWN FOR REFERENCE ONLY. 2. COORDINATE ROUTING AND INSTALLATION OF TELECOM CONNECTIVITY WITH SITE CONDITIONS ADHERING TO CONTRACT DOCUMENTS, INDUSTRY STANDARDS, AND BICSI BEST PRACTICES. SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 1 1 : 5 5 : 0 0 A M C: \ S M W \ R e v i t \ S M W _ 1 6 1 1 6 _ T _ E V C C _ R 1 6 _ n f r a n k . r v t 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-17-2016 16003 TELECOM RISERS TT-300 1 1/2" = 1'-0"1 TELECOM BACKBONE CONDUIT RISER 1 1/2" = 1'-0"2 TELECOM BACKBONE CABLING RISER BUILDING GROUNDING ELECTRODE SYSTEM (BY OTHERS) TO TYPICAL EQUIPMENT TGB 1 (BY OTHERS) LEVEL 1 BDF ROOM EQUIPMENT RACKS LADDER RACK PANELS SERVING TELECOM ROOMS ALL TELECOMM SLEEVES AND RACEWAYS TYPICAL EQUIPMENT BONDED TO ALL TGB'S AND TMGB (TYPICAL FOR ALL FLOORS IN CONTRACT) LEVEL 2 TR GROUNDING CONDUCTOR SIZING LINEAR LENGTH m (ft) CONDUCTOR SIZE (AWG) LESS THAN 4 (13) 6 4-6 (14-20) 4 6-8 (21-26) 3 8-10 (27-33) 2 10-13 (34-41) 1 13-16 (42-52) 1/0 16-20 (53-66) 2/0 GREATER THAN 20 (66) 3/0 CABLE TRAY THIRD FLOOR TR TGB 2 TO TYPICAL EQUIPMENT TO FOURTH FLOOR TR MINIMUM #6 AWG COPPER BONDING CONDUCTOR IN GREEN INSULATED JACKET (TYPICAL FOR ALL - SEE TABLE) BUILDING POWER SYSTEM MAIN GROUND BUS BONDING CONDUCTOR FOR TELECOMMUNICATIO NS #3/0 AWG TELECOMMUNICATIONS MAIN GROUNDING BUSBAR (TMGB) LOCATED IN BDF ROOM TELECOMMUNICATIONS BONDING BACKBONE (TBB) #3/0 AWG H-TAP, CADWELD, OR OTHER NON-REVERSABLE SPLICE (TYPICAL) #3/0 AWG TBB 3/0 AWG BARE COPPER BONDING CONDUCTOR (TYP.) THIS CONNECTION IS NOT REQUIRED FOR SLEEVES OR RACEWAYS BONDED TO THE TBB OR GE. SEE NOTE 3. CADWELD BUILDING STEEL (IF AVAILABLE) GROUNDING NOTES: 1. ALL BUSBARS SHALL BE 2"X12"X1/4" (UON) PRE- DRILLED TIN-PLATED COPPER. MOUNT ON WALL WITH 2" STANDOFF INSULATORS AND PLEXIGLASS. 2. ALL CABLE CONNECTIONS TO TGB'S ARE TWO HOLE LONG BARREL COMPRESSION LUGS, UNLESS OTHERWISE NOTED. 3. BONDING CONDUCTORS SHALL GENERALLY BE RUN OPEN WITH PLASTIC SUPPORTS. WHERE RUN IN STEEL CONDUITS LONGER THAN 36", BOND CONDUIT TO TBB OR GE AT BOTH ENDS. 4. BONDING CONDUCTORS SHALL BE RUN WITHOUT SPLICES WHEREVER POSSIBLE. ANY SPLICES MUST BE MADE WITH NON-REVERSABLE COMPRESSION CONNECTORS OR CADWELD. 5. BONDING CONDUCTORS SHALL BE COPPER CONDUCTORS WITH GREEN INSULATION OR DISTINCTIVE GREEN MARKING, UNLESS OTHERWISE NOTED. 6. THE SIGNAL GROUNDING SYSTEM SHALL BE TIED TO THE INCOMING BUILDING ELECTRICAL SAFETY GROUND AT THE PRIMARY TRANSFORMER NEUTRAL BOND, AND/OR AT THE NEUTRAL BOND OF ANY SEPERATELY DERIVED SOURCE IN ACCORDANCE WITH APPLICABLE CODE. THE SYSTEM GROUND RESISTANCE SHALL BE LESS THAN 5.0 OHMS. THIS SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE TIA/EIA ANSI-J-STD-607A, COMMERCIAL BUILDING GROUNDING (EARTHING) AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS. 3 " 1 " 2 " T Y P . A S R E Q U I R E D 1" 1 1/8" 2" HIGH RED STENCILED LETTERING CLEAR 3/8" THICK PLEXIGLASS COVER 5/8"-11 x 1-1/2" CONT. THREADED ROD (TYP) 2-3/4" INSULATOR 9/16" (40) PLACES 5/8-11x1" H.H.C.S. 2-3/4"INSULATOR 7/16" DIA. (20) PLACES 2-3/4"INSULATOR 5/8" DIA. 5/8-11x1" H.H.C.S. LOCKWASHER 5/8"DIA. (TYP.) T B B MIN 6" MIN 12" NOTE: CONTRACTOR TO INSTALL CONDUIT STUB WITH NO MORETHAN (2) 90° BENDS OTHERWISE SHOP DRAWINGS MUSTBE SUBMITTED AND APPROVED PRIOR TO INSTALLATION LINEAR FOOTAGE OF TELECOMMUNICATIONS CABLING BETWEEN CONDUIT STUB BUSHING AND APPROVED HORIZONTAL CABLE SUPPORT SYSTEM NOT TO EXCEED STUD WALL ASSEMBLY FIRE STOP AS REQUIRED BY AHJ FOR MEMBRANE PENETRATION WHEN CONDUIT STUB IS INSTALLED WITHIN RATED WALLS PLASTIC CONDUIT BUSHING RATED FOR INSTALLATION PLENUM SPACES EMT CONDUIT, REFER TO TELECOM SYMBOL LEGEND FOR EXACT SIZE MIN. 12" RADIUS CONDUIT BEND LAY IN ACOUSTICAL TILE CEILING OUTLET BACK BOX. REFER TO TELECOM SYMBOL LEGEND FOR EXACT SIZES. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT MOUNTING HEIGHT. WRAP EXTERIOR OF BACK BOX WITH FIRE STOP PADS AS REQUIRED BY AHJ WHEN BACK BOX IS INSTALLED WITHIN RATED WALLS SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 1 1 : 5 5 : 0 0 A M C: \ S M W \ R e v i t \ S M W _ 1 6 1 1 6 _ T _ E V C C _ R 1 6 _ n f r a n k . r v t 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ES T E S V A L L E Y C O M M U N I T Y C E N T E R NF NF 10-17-2016 16003 TELECOM DETAILS SHEET TT-400 1/4" = 1'-0"1 Building Grounding System 1/4" = 1'-0"2 Ground Bar TBB 1/2" = 1'-0"3 Wall Outlet Stub Up 1 (3) 3" CELL ASSEMBLY WITH BLACK TRACE (3) 3" CELL ASSEMBLY WITH BLUE TRACE (3) 3" CELL ASSEMBLY WITH RED TRACE 4" CONDUIT NOTE: 1. PULLING TAPE NOT SHOWN INTENTIONALLY COLOR CODED PULL TAPE 3 INCH INNERDUCT CELLS COLOR TRACE STITCHED INTO THE ASSEMBLY WOVEN FABRIC INNERDUCT ASSEMBLY 1000 f t 1000 ft 1 00 0 ft 30AMP 208V (L6-30R), WITH TWIST-LOCK RECEPTACLE POWER STRIP CIRCUITS TO BE INSTALLED AT THE FOOTER OF THE RACK IN J-BOX ON THE WALL. CAP WIRES IN J-BOX. LADDER TYPE CABLETRAY 7" "B" 4" LOOP "D" "C" FIG. "A" "A" & "B" "E" "F" CAT425A6 PART NO. FIG. "A" FIG NO. 9 1/2" "A" 6" LOOP 13/16" "F" 7 1/8" "D" 5" "C" "E" 1 3/8" 9/32" "G" "H" 25/64" NOTE: LOAD FOR EACH CAT 425A6 NOT TO EXCEED 100 lbs MAXIMUM 250 UTP CABLES LATCH WHERE STRAP MAY BE RELEASED NEED HAND ACCESS TO THIS POINT "H" "G" SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET As indicated 10 / 3 1 / 2 0 1 6 1 1 : 5 5 : 0 1 A M C: \ S M W \ R e v i t \ S M W _ 1 6 1 1 6 _ T _ E V C C _ R 1 6 _ n f r a n k . r v t 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-17-2016 16003 TELECOM DETAILS SHEET TT-401 6" = 1'-0"1 Fabric Innerduct 4 in Cross-Section 6" = 1'-0"2 Fabric Innerduct 1/2" = 1'-0"3 4-Post Rack Ladder Rack Plugstrip ISO 6" = 1'-0"4 Cable Support Strap 1-GANG FACEPLATE 8-PIN MODULAR IDC JACKS, REFER TO SECTION 27 15 43, JACK COLOR TO MATCH FACEPLATE U.O.N LABELING WINDOW NOTE: COLORS TO BE VERIFIED THROUGH SUBMITTAL PROCESS MINIMUM 4" SQUARE METAL BACK BOX WITH WITH SINGLE GANG DEVICE RING MINIMUM 1" CONDUIT FROM BACK BOX TO ACCESSIBLE CEILING SHEATH COLOR BACK BOX:CONDUIT STUB:SYMBOL: CABLE TYPEQUANTITY CABLE DETAILS: 2 4-PAIR UTP CAT 6A CABLES CABLE NO. 1: BLUE CABLE NO. 2: BLUE 2 (1) 8 PIN MODULAR JACKS LABEL WITH PLASTIC SHIELD PLENUM RATED OUTLET BOX (1) BLANK MODULE NOT APPLICABLENOT APPLICABLE SHEATH COLOR BACK BOX:CONDUIT STUB:SYMBOL: CABLE TYPEQUANTITY CABLE DETAILS: 1 4-PAIR UTP CAT 6A CABLES CABLE NO. 1: BLUE NOTE: REFER TO ABOVE CEILING GENERAL DETAILS FOR INFORMATION ON SLACK AND OUTLET POSITIONING CAM FLOOR BOX; COORDINATE BOX TYPE AND INSTALLATION WITH ELECTRICAL & AUDIOVISUAL CONTRACTORS 2-PORT FACEPLATES; COORDINATE WITH FLOOR BOX. NOT APPLICABLENOT APPLICABLE SHEATH COLOR BACK BOX:CONDUIT STUB:SYMBOL: CABLE TYPEQUANTITY CABLE DETAILS: 4 4-PAIR UTP CAT 6A CABLES CABLE NO. 1: BLUE CABLE NO. 2: BLUE CABLE NO. 3: BLUE CABLE NO. 4: BLUE 8-PIN MODULAR IDC JACKS, REFER TO SECTION 27 15 43. 4 (2) 8 PIN MODULAR JACKS LABEL WITH PLASTIC SHIELD PLENUM RATED OUTLET BOX NOT APPLICABLENOT APPLICABLE SHEATH COLOR BACK BOX:CONDUIT STUB:SYMBOL: CABLE TYPEQUANTITY CABLE DETAILS: 2 4-PAIR UTP CAT 6A CABLES CABLE NO. 1: BLUE CABLE NO. 2: BLUE AP NOTE: REFER TO ABOVE CEILING GENERAL DETAILS FOR INFORMATION ON SLACK AND OUTLET POSITIONING 1-GANG FACEPLATE 8-PIN MODULAR IDC JACKS, REFER TO SECTION 27 15 43, JACK COLOR TO MATCH FACEPLATE U.O.N LABELING WINDOW NOTE: COLORS TO BE VERIFIED THROUGH SUBMITTAL PROCESS MINIMUM 4" SQUARE METAL BACK BOX WITH WITH SINGLE GANG DEVICE RING MINIMUM 3/4" CONDUIT FROM BACK BOX TO ACCESSIBLE CEILING SHEATH COLOR BACK BOX:CONDUIT STUB:SYMBOL: CABLE TYPEQUANTITY CABLE DETAILS: 1 4-PAIR UTP CAT 6A CABLES CABLE NO. 1: BLUE 1 BLANK MODULE SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 12" = 1'-0" 10 / 3 1 / 2 0 1 6 1 1 : 5 5 : 0 2 A M C: \ S M W \ R e v i t \ S M W _ 1 6 1 1 6 _ T _ E V C C _ R 1 6 _ n f r a n k . r v t 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-17-2016 16003 TELECOM DETAILS SHEET TT-402 Responsibility Matrix Ge n e r a l C o n t r a c t o r (E C C ) El e c t r i c a l T r a d e B i d (E C C ) Se c u r i t y I n t e r g r a t o r (F F & E ) Te l / D a t a I n s t a l l e r ( E C C ) Ow n e r NA Ge n e r a l C o n t r a c t o r (E C C ) El e c t r i c a l T r a d e B i d (E C C ) Se c u r i t y I n t e r g r a t o r (F F & E ) Te l / D a t a I n s t a l l e r ( E C C ) Ow n e r NA Specification Division Responsibility Security Requirments SUPPLIED BY: INSTALLED BY: Hardwired Locks X X Division 08 Balance of Door hardware (hinges/operators, etc)X X Division 08 Security Low Voltage cable X X Division 28 Patch Cables (Fiber, Network)X X Division 28 Fiber Cable for Analog Cameras X X Division 28 Fiber Patch Panel X X Division 28 Security Data Cable (IP)X X Division 27 Security Data Outlets (IP)X X Division 27 Cameras and associated Video surveillance Devices X X Division 28 Access control card readers and associated Devices X X Division 28 Conduit and Back Boxes X X Division 16 Power & Power Receptacles X X Division 16 Network Video Recorders X X Division 28 Network Switches X X Owner Security Low Voltage Power Supplies X X Division 28 Door Contacts X X Division 08 AC- AC- DI DIU DR- IC- LA MC- MH RE- VI- ACP ACS DVR HE K MON NVR RIO SBP SR VE WS XLP XCP XDP AN AP GB- IR KP MD- PB- SI ST VBS X C-X CAM-XX-XXX X X X X X X X X X C-X C-X J J1 J2 J3 J4 J5 A - AMPERES AC - ABOVE COUNTER AFF - ABOVE FINISHED FLOOR AWG - AMERICAN WIRE GAUGE C - CONDUIT CAT - CATALOG CB - CIRCUIT BREAKER CCTV - CLOSED CIRCUIT TELEVISION CKT - CIRCUIT CL - CENTER LINE CLG - CEILING COND - CONDUCTOR CU - COPPER DVR - DIGITAL VIDEO RECORDER DWG - DRAWING EC - EMPTY CONDUIT EM - EMERGENCY EX - EXISTING FA - FIRE ALARM FACP - FIRE ALARM CONTROL PANEL G - GROUND HC - HUNG CEILING HZ - HERTZ IDF - INTERMEDIATE DISTRIBUTION FRAME JB - JUNCTION BOX LV - LOW VOLTAGE MAX - MAXIMUM MDF - MAIN DISTRIBUTION FRAME MER - MECHANICAL EQUIPMENT ROOM MIN - MINIMUM MTD - MOUNTED MTG - MOUNTING MTS - MANUAL TRANSFER SWITCH N - NEUTRAL NC - NORMALLY CLOSED NIC - NOT IN CONTRACT NO - NORMALLY OPEN No. - NUMBER NTS - NOT TO SCALE PA - PUBLIC ADDRESS PNL - PANEL POE - POWER OVER ETHERNET PTZ - PAN/TILT/ZOOM RM - ROOM STP - SHIELDED TWISTED PAIR XFRM - TRANSFORMER TEL - TELECOMMUNICATIONS TLR - TIME LAPSE RECORDER TS - TAMPER SWITCH TTB - TELECOMMUNICATIONS TERMINAL BOARD TTC - TELECOMMUNICATIONS TERMINAL CABINET TV - TELEVISION TYP - TYPICAL UON - UNLESS OTHERWISE NOTED UPS - UNINTERRUPTIBLE POWER SUPPLY UTP - UNSHIELDED TWISTED PAIR V - VOLTS VA - VOLT-AMPERES VM - VOLTMETER VP - VAPOR PROOF W - WATTS WP - WATERPROOF WT - WATERTIGHT 1. DRAWINGS ARE NOT TO BE USED FOR ARCHITECTURAL OR ENGINEERING PURPOSES. THE SECURITY DRAWINGS SHOULD ONLY BE USED FOR SECURITY SYSTEMS INSTALLATION AND COORDINATION. 2. ALL MOUNTING SPECIFICS SHALL BE AS INDICATED IN THE LEGEND UNLESS OTHERWISE NOTED IN THE SECURITY DRAWINGS. MOUNTING CONDITIONS IDENTIFIED ON THE SECURITY DRAWINGS SHALL TAKE PRECEDENCE OVER THE LEGEND DESACIPTIONS. 3. VERIFY AND COORDINATE THE EXACT MOUNTING LOCATION OF ALL DEVICES PRIOR TO INSTALLATION. 4. THE MOUNTING HEIGHTS ARE TO THE CENTERLINE OF THE DEVICE UNLESS OTHERWISE NOTED. 5. THE SECURITY CONTRACTOR SHALL RESTORE CEILINGS AND WALLS AND ANY OTHER SURFACES AFFECTED BY HIS WORK WITH LIKE MATERIALS TO MATCH EXISTING CONSTRUCTION UPON COMPLETION OF HIS WORK. 6. FIRE STOPPING OF ALL PENETRATIONS SHALL BE PROVIDED BY THE SECURITY CONTRACTOR AS REQUIRED BY CODE. 7. ALL DEVICES, WIRING, TERMINATIONS, AND OTHER REQUIRED ROUGH-IN NOT DESIGNATED "BY OTHERS" ARE TO BE PROVIDED BY THE SECURITY CONTRACTOR. 8. COORDINATE ALL EXTERIOR CAMERA LOCATIONS WITH THE LANDSCAPE TO ENSURE THAT CAMERA VIEW ARE NOT OBSTRUCTED. 1. ALL CONDUIT AND BACKBOXES SHALL CONFORM TO BUILDING STANDARD ELECTRICAL SPECIFICATIONS. ALL CABLES SHALL BE PLENUM RATED WHERE REQUIRED. 2. ALL CONDUIT SHALL BE 3/4" UNLESS OTHERWISE NOTED. 3. ALL CONDUIT USED IN POTENTIALLY DAMP OR WET LOCATIONS, EXPOSED OUTDOORS, OR IN HAZARDOUS AREAS SHALL BE INTERMEDIATE STEEL CONDUIT (IMC). ALL EXTERIOR CONDUIT IN SLAB SHALL BE PVC. ALL CONDUIT OTHER THAN SPECIFIED TO BE IMC OR PVC SHALL BE ELECTRICAL METALLIC TUBING (EMT). 4. ALL CONDUIT SHALL BE ROUTED ABOVE CEILINGS, BELOW FLOORS, OR WITHIN WALLS. NO CONDUIT SHALL BE EXPOSED UNLESS APPROVED BY THE ARCHITECT. 5. PROVIDE PULL STRINGS IN ALL CONDUIT AND PULLBOXES AS REQUIRED. ALL CONDUITS SHALL HAVE PLASTIC BUSHINGS INSTALLED AT OPEN ENDS PRIOR TO PULLING WIRE. 6. ALL BACKBOXES SHALL BE FLUSH MOUNTED UNLESS OTHERWISE NOTED. 7. ALL BACKBOXES MOUNTED WITHIN FIRE RATED PARTITIONS SHALL MEET THE FIRE RATING OF THE PARTITION AS REQUIRED BY CODE. 8. COORDINATE THE EXACT LOCATION OF ALL PULL AND BACKBOXES WITH ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS. 9. ALL JUNCTION AND PULLBOXES SHALL BE PROVIDED WITH ACCOMPANYING BLANK COVER PLATE. 10. JUNCTION BOXES LOCATED ABOVE DOORS WITH NO ACCESSIBLE CEILING SHALL BE SECURED WITH TAMPER PROOF SCREWS. 11. PROVIDE WATERTIGHT SEALING ASSEMBLIES WITH PRESSURE BUSHING AS REQUIRED FOR EXTERIOR PENETRATIONS. 12. JUNCTION AND PULLBOXES IN EXTERIOR LOCATIONS SHALL BE WATERPROOF. 13. ALL CABLE RUNS IN CEILING AREAS WHERE CONDUIT OR CABLE TRAY IS NOT SPECIFIED SHALL BE SUPPORTED WITH SIMILAR SUPPORT OR WITH THE USE OF J-HOOKS AT 5' INTERVALS ABOVE CEILING TILES. 14. COORDINATE WITH ELECTRICAL CONTRACTOR FOR SECURITY DEVICE AND CONTROL PANEL POWER REQUIREMENTS. 15. WIRE SHEATH SHALL BE MAINTAINED TO FINAL TERMINATION. ALL TERMINATIONS SHALL MAINTAIN TWIST OF INDIVIDUAL PAIRS TO WITHIN 0.5" OR LESS OF FINAL TERMINATION. ALL WIRES SHALL BE LABELED WITHIN 6.5" OF FINAL TERMINATION. ALL LABELS SHALL BE MACHINE PRINTED OR STENCILED. NO HAND LETTERED LABELS SHALL BE USED. 16. ANY CONDUIT ROUTING SHOWN IS SCHEMATIC AND IS NOT INTENDED TO REPRESENT INSTALLED PATHS OR DISTANCES. ACTUAL ROUTING AND BOX LOCATIONS SHALL BE FIELD VERIFIED AND COORDINATED WITH OTHER DISCIPLINES BY THE INSTALLING CONTRACTOR. 1. ALL DEVICES, WIRING, TERMINATION AND OTHER REQUIRED ROUGH-IN NOT DESIGNATED "AS BY OTHERS", ARE TO BE PROVIDED BY THE SECURITY CONTRACTOR. 2. ALL SECURITY DEVICES PROVIDED BY THE SECURITY CONTRACTOR. NOTES BELOW INDICATE WORK BY THE ELECTRICAL CONTRACTOR. 3. PROVIDE 4" X 4" X 2-1/4" DEEP BOX WITH SINGLE GANG DEVICE RING JB FLUSH MOUNTED 48" A.F.F WITH 3 /4" CONDUIT STUBUP TO J1 BY ELECTRICAL CONTRACTOR. 4. STUB 3/4" CONDUIT OR GREENFIELD DOWN DOOR FRAME ON THE HINGE SIDE OF THE DOOR BACK BOX EL TO JUNCTION BOX J1 LOCATED ABOVE ACCESSIBLE CEILING, BY ELECTRICAL CONTRACTOR. 5. STUB 3/4" CONDUIT OR GREENFIELD DOWN DOOR FRAME ON THE STRIKE SIDE OF THE DOOR ES TO JUNCTION BOX J1 LOCATED ABOVE ACCESSIBLE CEILING, BY ELECTRICAL CONTRACTOR. DEVICE DETAIL NUMBER DETAIL NUMBER DEVICE TYPE CAM = CCTV CAMERA DEVICE TYPELEVEL DEVICE RISER POWER (EMERGENCY CIRCUIT) ELECTRICAL CONTRACTOR TO PROVIDE A HARD WIRED CONNECTION TO A 120VAC 20A EMERGENCY CIRCUIT DEDICATED TO SECURITY IN EACH RISER LOCATION WITHIN A 4" X 4" BOX SURFACE MOUNTED 18" A.F.F. WITH WIRE ENDS TERMINATED AND INSULATED WITH WIRE NUTS RISER POWER (NON-EMERGENCY CIRCUIT) ELECTRICAL CONTRACTOR TO PROVIDE A HARD WIRED CONNECTION TO A 120VAC 20A NON-EMERGENCY CIRCUIT DEDICATED TO SECURITY IN EACH RISER LOCATION WITHIN A 4" X 4" BOX SURFACE MOUNTED 18" A.F.F. WITH WIRE ENDS TERMINATED AND INSULATED WITH WIRE NUTS. SECURITY CONTROL/EQUIPMENT ROOM POWER (EMERGENCY CIRCUIT) ELECTRICAL CONTRACTOR TO PROVIDE A HARD WIRED CONNECTION TO A 120VAC 20A UNINTERRUPTIBLE POWER CIRCUIT DEDICATED TO SECURITY WITHIN A 4" X 4" BOX SURFACE MOUNTED BEHIND THE CONSOLE/RACK AT 18" AFF WITH WIRE ENDS TERMINATED AND INSULATED WITH WIRE NUTS. MAGNOTOMETER/X-RAY SCANNER POWER (NON-EMERGENCY CIRCUIT) ELECTRICAL CONTRACTOR SHALL PROVIDE AN UN-SWITCHED DUPLEX OUTLET CONNECTED TO A 120VAC 20A NON-EMERGENCY CIRCUIT DEDICATED TO SECURITY. THE OUTLET SHALL BE FLUSH MOUNTED IN THE FLOOR. EXTERIOR CAMERA POWER (NON-EMERGENCY CIRCUIT) ELECTRICAL CONTRACTOR SHALL PROVIDE A HARD WIRED CONNECTION TO A 120VAC 20A NON-EMERGENCY CIRCUIT DEDICATED TO SECURITY. THE CIRCUIT CONNECTION SHALL BE PROVIDED WITHIN A 4" X 4" BOX MOUNTED ABOVE ACCESSIBLE CEILING ON INTERIOR OF BUILDING WITH WIRE ENDS TERMINATED INSULATED WITH WIRE NUTS. MULTIPLE CONNECTIONS CAN BE BRANCHED OFF THIS CIRCUIT FOR ADDITIONAL CAMERAS BUT SHALL NOT EXCEED 2 CONNECTIONS TOTAL. EACH CAMERA'S ACTUAL LOAD SHALL BE 5A AT 120VAC. FOR EXTERIOR LOCATION PROVIDE POWER IN 4"X4"OUTDOOR RATED BOX POLE MOUNTED CAMERA POWER (NON-EMERGENCY CIRCUIT) ELECTRICAL CONTRACTOR SHALL PROVIDE A HARD WIRED CONNECTION TO A 120VAC 20A NON- EMERGENCY CIRCUIT DEDICATED TO SECURITY PROVIDED WITHIN A NEMA 4X ENCLOSURE MOUNTED AT THE BASE OF THE POLE WITH WIRE ENDS TERMINATED AND INSULATED WITH WIRE NUTS. MULTIPLE CONNECTIONS CAN BE BRANCHED OFF THIS CIRCUIT FOR ADDITIONAL CAMERAS BUT SHALL NOT EXCEED 15 CONNECTIONS TOTAL. EACH CAMERA'S ACTUAL LOAD SHALL BE 1A AT 120VAC. ELECTRIC EXIT DEVICE POWER (EMERGENCY CIRCUIT) ELECTRICAL CONTRACTOR SHALL PROVIDE A HARD WIRED CONNECTION TO A 120VAC 20A EMERGENCY CIRCUIT DEDICATED TO SECURITY AT DOORS UTILIZING ELECTRIC EXIT DEVICES PROVIDED WITHIN A 4" X 4" BOX MOUNTED ABOVE ACCESSIBLE CEILING ADJACENT TO THE DOOR OR AS SHOWN ON DRAWINGS WITH WIRE ENDS TERMINATED AND INSULATED WITH WIRE NUTS. MULTIPLE CONNECTIONS CAN BE BRANCHED OFF THIS CIRCUIT FOR ADDITIONAL ELECTRIC EXIT DEVICES BUT SHALL NOT EXCEED 10 CONNECTIONS TOTAL. EACH DEVICE'S ACTUAL LOAD SHALL BE 1.5A AT 120VAC. X-RAY/METAL DETECTOR POWER (EMERGENCY CIRCUIT) ELECTRICAL CONTRACTOR SHALL PROVIDE AN UN-SWITCHED DUPLEX OUTLET TO A 120VAC 20A EMERGENCY CIRCUIT DEDICATED TO SECURITY. THE OUTLET SHALL BE FLUSH MOUNTED IN FLOOR. ELEVATOR SECURITY EQUIPMENT POWER (NON-EMERGENCY CIRCUIT) ELECTRICAL CONTRACTOR SHALL PROVIDE A HARD WIRED CONNECTIONS TO A 120VAC 20A NON- EMERGENCY CIRCUIT DEDICATED TO SECURITY IN THE ELEVATOR MACHINE ROOM(S) AS INDICATED ON THE DRAWINGS. TYPICAL LOAD FOR EACH CIRCUIT SHALL BE 10A. PROVIDE CONNECTION IN A SURFACE MOUNTED BOX MOUNTED AT 8' A.F.F. WITH WIRE ENDS TERMINATED AND INSULATED WITH WIRE NUTS UPS POWER (EMERGENCY CIRCUIT) ELECTRICAL CONTRACTOR SHALL PROVIDE A HARD WIRED CONNECTION TO A 240VAC 65A EMERGENCY CIRCUIT DEDICATED TO SECURITY AS INDICATED ON THE DRAWINGS. THE CONNECTION SHALL BE PROVIDED WITHIN A 4" X 4" BOX SURFACE MOUNTED IN THE BACK OF THE SECURITY EQUIPMENT RACK, 18" A.F.F. AND SHALL HAVE WIRE ENDS TERMINATED AND INSULATED WITH WIRE NUTS. VEHICLE GATE POWER (EMERGENCY CIRCUIT) ELECTRICAL CONTRACTOR SHALL PROVIDE A DEDICATED 120V AC HARD WIRED 20AMP CIRCUIT WITHIN THE GATE HOUSING. THE JUNCTION BOX SHALL BE OUTDOOR RATED. THE ELECTRICAL CONTRACTOR SHALL PROVIDE SURGE PROTECTION FOR THE CIRCUIT EACH GATE SHOULD HAVE A DEDICATED CIRCUIT MULTIPLE GATES SHOULD NEVER SHARE CIRCUIT. SITE POWER (NON-EMERGENCY CIRCUIT) ELECTRICAL CONTRACTOR SHALL PROVIDE AN UN-SWITCHED DUPLEX OUTLET TO A 120VAC 20A NON-EMERGENCY CIRCUIT DEDICATED TO SECURITY. THE OUTLET SHALL BE WALL MOUNTED 12" AAF. ELECTRIC EXIT DEVICE POWER (NON-EMERGENCY CIRCUIT) ELECTRICAL CONTRACTOR SHALL PROVIDE A HARD WIRED CONNECTION TO A 120VAC 20A UN- SWITCHED CIRCUIT DEDICATED TO SECURITY AT DOORS UTILIZING ELECTRIC EXIT DEVICES PROVIDED WITHIN A 4" X 4" BOX MOUNTED ABOVE ACCESSIBLE CEILING ADJACENT TO THE DOOR OR AS SHOWN ON DRAWINGS WITH WIRE ENDS TERMINATED AND INSULATED WITH WIRE NUTS. MULTIPLE CONNECTIONS CAN BE BRANCHED OFF THIS CIRCUIT FOR ADDITIONAL ELECTRIC EXIT DEVICES BUT SHALL NOT EXCEED 10 CONNECTIONS TOTAL. EACH DEVICE'S ACTUAL LOAD SHALL BE 1.5A AT 120VAC. SECURITY EMERGENCY CALL STATION POWER (EMERGENCY CIRCUIT) HARD WIRE TO 120VAC 20A CIRCUIT EMERGENCY CIRCUIT DEDICATED FOR EMERGENCY CALL STATIONS. MOUNTING HT OF CALL BOX TO BE 36" AFF TO BOTTOM OF UNIT. POWER TO BE BROUGHT DOWN IN COLUMN TO 4" X 4" BOX TO ALIGN WITH 3/4" KO ON BACK OF UNIT. 5 UNITS CAN BE POWERED FROM SAME CIRCUIT. ELEVATOR CAMERA POWER (NON-EMERGENCY CIRCUIT) ELEVATOR CONTRACTOR SHALL PROVIDE AN UN-SWITCHED DUPLEX OUTLET TO A 120VAC 20A NON- EMERGENCY CIRCUIT DEDICATED FOR THE SECURITY CAMERA. THE OUTLET SHALL BE MOUNTED ABOVE THE CAB AND PROVIDE ADEQUATE SPACE FOR A PLUG IN TYPE TRANSFORMER. INTERIOR PTZ CAMERA POWER (NON-EMERGENCY CIRCUIT) ELECTRICAL CONTRACTOR SHALL PROVIDE A HARD WIRED CONNECTION TO A 120VAC 20A NON-EMERGENCY CIRCUIT DEDICATED TO SECURITY. THE CIRCUIT CONNECTION SHALL BE PROVIDED WITHIN A 4" X 4" BOX MOUNTED ABOVE ACCESSIBLE CEILING ON INTERIOR OF BUILDING WITH WIRE ENDS TERMINATED INSULATED WITH WIRE NUTS. MULTIPLE CONNECTIONS CAN BE BRANCHED OFF THIS CIRCUIT FOR ADDITIONAL CAMERAS BUT SHALL NOT EXCEED 2 CONNECTIONS TOTAL. EACH CAMERA POWER SUPPLY ACTUAL LOAD SHALL NOT EXCEED 3A AT 120VAC. ACCESS CONTROL READER ACCESS CONTROL PANEL ACCESS CONTROL SERVER ANNUNCIATOR ALARM PANEL DOOR INTERLOCK DOOR INTERFACE UNIT DOOR RELEASE DIGITAL VIDEO RECORDER GLASS BREAK SENSOR HEAD END MONITORING LOCATION INTERCOM INFRARED BEAM ALARM KEYPAD FIRE RELAY (FOR LOCK RELEASE) LOCAL ALARM MAGNETIC CONTACT MOTION DETECTOR MAGNETIC HOLD OPEN VIDEO SURVEILLANCE NETWORK VIDEO RECORDER PUSH BUTTON REQUEST TO EXIT RELAY IN/OUT SECURITY BADGE PRINTER SECURITY RISER LOCATION SIREN/SOUNDER STROBE VIDEO INTERCOM VIDEO ENCODER VIBRATION SENSOR WORKSTATION LOCK POWER SUPPLY CAMERA POWER SUPPLY DEVICE POWER SUPPLY CCTV CAMERA - FIXED CCTV CAMERA - PTZ CCTV CAMERA - CEILING MOUNT CCTV CAMERA - WALL MOUNT CCTV CAMERA - CORNER MOUNT CCTV CAMERA - CORNER MOUNT PROVIDE 4" X 4" X 2-1/4" DEEP BOX SURFACE MOUNTED ABOVE ACCESSIBLE CEILING UNLESS OTHERWISE NOTED. PROVIDE 6" X 6" X 4" DEEP BOX SURFACE MOUNTED ABOVE ACCESSIBLE CEILING UNLESS OTHERWISE NOTED. PROVIDE 10" X 10" X 4" DEEP BOX SURFACE MOUNTED ABOVE ACCESSIBLE CEILING UNLESS OTHERWISE NOTED. PROVIDE 12" X 12" X 6" DEEP BOX SURFACE MOUNTED ABOVE ACCESSIBLE CEILING UNLESS OTHERWISE NOTED. PROVIDE 16" X 16" X 8" DEEP BOX SURFACE MOUNTED ABOVE ACCESSIBLE CEILING UNLESS OTHERWISE NOTED. PROVIDE 20" X 20" X 8" DEEP BOX SURFACE MOUNTED ABOVE ACCESSIBLE CEILING UNLESS OTHERWISE NOTED. 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 XX-XXX DEVICE TYPE AC-X DETAIL NUMBER LEVEL DEVICE NUMBER DRAWING LIST: ABBREVIATIONS: SECURITY ELECTRICAL NOTES: SYMBOLS:GENERAL NOTES: SECURITY CONDUIT AND WIRING NOTES: EQUIPMENT SYMBOL & TAG DEFINITIONS: SECURITY DEVICE NOTES: SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 12" = 1'-0" 10 / 3 1 / 2 0 1 6 1 2 : 1 8 : 0 1 P M C: \ S M W \ R e v i t \ S M W _ 1 6 1 1 6 _ T _ E V C C _ R 1 6 _ s m o e d e . r v t 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ES T E S V A L L E Y C O M M U N I T Y C E N T E R SO NF 10-17-2016 16003 SECURITY COVER SHEET TY-000 NUMBER NAME TY-000 SECURITY COVER SHEET TY-102 SECURITY OVERALL PLAN - LOWER LEVEL TY-103 SECURITY PART PLAN - UPPER LEVEL NORTH TY-104 SECURITY PART PLAN - UPPER LEVEL SOUTH TY-300 SECURITY RISER DIAGRAM TY-400 SECURITY DEVICE DETAILS DN A B C DN C - 3 C - 1 7 C - 1 C - 3 3 4 5 6 7 A1 A B C D E F A2 A3 A4 AB AA A5 AC AD AE AF AG AH H G L MP GROUP EX 124 STAIR 120 ? ? ELEV 117 EMP ENTRY 103 COMMUNITY KITCHEN 142 KITCHEN 112 VEST 101LOUNGE 102 WOMEN 104 COMMUNITY 141 EXIT STAIR S10 GYM 131 GYM STORAGE 132 P&R DIRECTOR 108 STORAGE 143 ? ? CLASSROOM 114 RECV & STOR 115 STOR 113 WOMEN 111 STRENGTH 123 MEN 105 GAMES 106 STAFF 107 ELEC 109 ? ? JR GOLF 121 HITTING 122 ? 132A 132B MC - 2 AC - 71 AC - 71 MC - 1 MC - 1 MD - 4 MC - 1 AC - 72KP-1 MC - 2 MD - 4 KP-1 KP-1 MD - 4 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 1 2 : 1 8 : 0 2 P M C: \ S M W \ R e v i t \ S M W _ 1 6 1 1 6 _ T _ E V C C _ R 1 6 _ s m o e d e . r v t 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ES T E S V A L L E Y C O M M U N I T Y C E N T E R SO NF 10-17-2016 16003 SECURITY OVERALL PLAN - LOWER LEVEL TY-102 1/8" = 1'-0"1 SECURITY OVERALL PLAN - LOWER LEVEL PARENT A B CC - 1 3 4 5 6 7 A1 A B C D E F A2 A3 A4 AB AA A5 AC AD AE AF AG AH H G M/P GROUP EX 262 ST. 263 EXIT STAIR S10 CARDIO 261 ? ? MEN 203 WOMEN 204 ADMIN 271 DESK STAFF 272 EXEC DIR 281 ASST 279 WATER & FIRE ENTRY 273 ? ? IT 274 HR 283 FACILITY DIR 285 FINANCE 287 TEMP 284 COPY 278 LAN 276 MARKET 277 CONFERENCE 275 ELEC 282 ? ? MC - 1 TT-200 1 TYP W - 1 NVR HE PROVIDE ENCODER FOR DIGITAL SIGNAGE THROUGH VMS, MON BY DIV-27 WS AC - 1 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 1 2 : 1 8 : 0 4 P M C: \ S M W \ R e v i t \ S M W _ 1 6 1 1 6 _ T _ E V C C _ R 1 6 _ s m o e d e . r v t 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ES T E S V A L L E Y C O M M U N I T Y C E N T E R SO NF 10-17-2016 16003 SECURITY PART PLAN - UPPER LEVEL NORTH TY-103 1/8" = 1'-0"1 SECURITY PART PLAN - UPPER LEVEL NORTH A B CC - 1 C - 1 C - 1 C - 4 C - 4 C - 1 7 3 4 5 6 7 AH 6.9 8 95.4 M L M.6 N P Q EH NJ E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 EG EF EE ED EC EB EA 1 2 ? ? POOL MECH 253 POOL OFFICE 256 W. LOCKERS 221 FAM CHANGING 212 PARTY 211 INDOOR PLAY 205M. LOCKERS 231 W. TOILETS 223 JAN 229 ACR1 213 ACR2 214 CHG 215 ACR3 216 VESTIBULE 201 LOBBY 202 ? ? POOL STORAGE 255 CIRC 259 OFFICE 206 KIDS T 207 KID WATCH 288 ELEC 254 GUARDS 258 ? ? ? ? ? ? M. TEAM LOCKER A107 W. TEAM LOCKERS A106 POOL STORAGE A108 EXIST NATATORIUM A110 EXIST POOL MECH A112 EXIST POOL EQUIP A114 EXIST LAUNDRY A111 EXIST ELEC A113 FOYER A101 MECHANICAL A102 ? ? M. SHOWERS 232 M. TOILETS 233 W. LOCKERS 221 EXIST POOL DECK A109 A115A A114A A115B A114B A112 A113 XA110 ? ? 253B 255 ? 256 254B ? MD - 1 MC - 1 MC - 1 MC - 1 MC - 2 AC - 72 MC - 1 MD - 4 KP-1 PROVIDE ENCODER FOR DIGITAL SIGNAGE THROUGH VMS, MON BY DIV-27 MC - 2 WS MC - 1 MC - 2 KP-1 AC - 72MON SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 1/8" = 1'-0" 10 / 3 1 / 2 0 1 6 1 2 : 1 8 : 0 6 P M C: \ S M W \ R e v i t \ S M W _ 1 6 1 1 6 _ T _ E V C C _ R 1 6 _ s m o e d e . r v t 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ES T E S V A L L E Y C O M M U N I T Y C E N T E R SO NF 10-17-2016 16003 SECURITY PART PLAN - UPPER LEVEL SOUTH TY-104 1/8" = 1'-0"1 SECURITY PART PLAN - UPPER LEVEL SOUTH LAN 276 AC-X AC-X DOOR DOOR ACCESS CONTROL PANEL MC-X DOOR MC-X DOOR MC-X DOOR MC-X DOOR AC-X AC-X DOOR DOOR MC-X DOOR MC-X DOOR MC-X DOOR MC-X DOOR MD-X ROOM MC-X DOOR MD-X ROOM MC-X DOOR LAN 276 INTRUSION DETECTION PANEL LAN 276 NETWORK SWITCH (FBO) KP-X ROOM KP-X ROOM SECURITY CCTV TYPICAL DEVICE RISER DIAGRAM1SCALE: NTS LEVEL 1 H H ACCESS CONTROL TYPICAL DEVICE RISER DIAGRAM3SCALE: NTS LEVEL 2 Y Y A AA A Y Y A AA A LEVEL 1 LEVEL 2 H H INTRUSION DETECTION TYPICAL DEVICE RISER DIAGRAM2SCALE: NTS LEVEL 2 LEVEL 1 B A B A LAN (FBO) INTERFACE TO IDS INTERFACE TO ACS Y-1 Y-1 C-X CAM-01-## C-X CAM-01-## C-X CAM-01-## C-X CAM-01-## WCW#991380-S-PL4-Conductor #16 AWG/STRD/NO SHIELD -PL -PL -PL -PL -PL -PL -PL -PL -PL -PL -PL -PL -PL -PL -PL Y4- Y3- Y2- Y1- WCW#442360-S 2-COND/ 12AWG/STRD 8 COND/ 18AWG/STRD/SHLD w/ DRAIN WCW COMPOSITE CABLE *SPECIFY RISER OR PLENUM 2 COND/ 18 AWG/STRD/TWST/SHLD w/ DRAIN 3 PR/ 18AWG/STRD/TWST/SHLD w/DRAIN Y- N - O - P - Q - 8-Conductor #18 AWG/STRD/SHLD/w/DRAIN 6-Conductor #18 AWG/STRD/NO SHIELD 4-Conductor #22 AWG/STRD/NO SHIELD WCW#762380-S WCW#4150102-S WCW#160100-S WCW#555619-S WCW#659211-S WCW#441367-S WCW#043106AL-S WCW#444351-03S WCW#042003-S WCW#442380-S WCW#444366-S WCW#4160201 WCW#714510-VNQ WCW#002352-S-PL WCW#444381-S-PL WCW#U002391-11S-PL WCW#160100-PL WCW#414104-S CABLE DESCRIPTION PART NUMBER 4 COND/ 18AWG PARALLEL MID-CAP M - L - CABLE TYPES K - I - H - G - F - E - D - C - B - A - J - 2-COND/ 22AWG/STRD/TWST 2 PR/ 22AWG/STRD/TWST/SHLD w/ DRAIN 4 COND/ 18 AWG/STRD/TWST/SHLD w/ DRAIN 2 PAIR EA. PR Shielded 18AWG. CATEGORY 6 LAN CABLE RG-59U COAX 2 COND/ 16 AWG/STRD/TWST 1 PR/ 22 AWG/STRD/TWST/SHLD w/ DRAIN WCW COMPOSITE CABLE PN# CBORD-A-AC-PL-EXT 6 COND/ 22 AWG/STRD/TWST/SHLD w/ DRAIN 2 PR/ 24 AWG/STRD/TWST/SHLD w/ DRAIN 4 COND/ 18 AWG/STRD/TWST 2 COND/ 18 AWG/STRD/TWST SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 3/16" = 1'-0" 10 / 3 1 / 2 0 1 6 1 2 : 1 8 : 0 6 P M C: \ S M W \ R e v i t \ S M W _ 1 6 1 1 6 _ T _ E V C C _ R 1 6 _ s m o e d e . r v t 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ES T E S V A L L E Y C O M M U N I T Y C E N T E R SO NF 10-17-2016 16003 SECURITY RISER DIAGRAM TY-300 FINISHED FLOOR FINISHED CEILING SECURE SIDE ACCESS CONTROL - SINGLE DOOR - CARD READER, ELECTRIFIED MORTISE LOCK, DOOR POSITION SWITCH 6" CEILING SLAB 7 1 2 3 - PROVIDE 4" x 4" x 2 1/8" DEEP JUNCTION BOX OR 6"x 6"x 4" DEEP BOX MOUNTED ABOVE DOOR, ABOVE ACCESSIBLE CEILING - DOOR CONTACT (RECESSED) - ELECTRIFIED MORTISE LOCK, FREE EGRESS (INTERGRATED REQUEST TO EXIT) 4 - WIRE TRANSFER HINGE 5 - STUB 3/4" CONDUIT OR GREENFIELD WITH DRAG LINE DOWN DOOR FRAME ON HINGE SIDE OF THE DOOR. BACK BOX TO JUNCTION BOX 6 - STUB 3/4" CONDUIT WITH DRAG LINE. J1 3'-2" -- DOOR CLOSER AS PART OF DOOR HARDWARE (TYPE NOT SPECIFIED) 8 - 3/4" CONDUIT WITH DRAG LINE TO NEAREST ACCESSIBLE CEILING TO CABLE TRAY TYPICAL PLAN VIEW - ACCESS CONTROL (TYPE?????) PROVIDE SINGLE GANG BACK BOX, MOUNTED 3'-2" AFF AND 3" TO 12" FROM DOOR FRAME DEPENDING ON FIELD CONDITIONS AC-1 134 2 5 7 8 6 6 12 4 3 C-1 DETAIL NOTES: 1. FIXED POE DOME CAMERA 2. TELECOM OUTLET 8 PIN JACK INSIDE PLENUM RATED GEM BOX 3. CAMERA PATCH CORD 4. HORIZONTAL 4-PAIR UTP CABLE WITH 20' SLACK 5. J-HOOK 6. 1" DIAMETER HOLE # VIDEO SURVEILLANCE - FIXED IP DOME - FLUSH OR SURFACE - INTERIOR FINISHED CEILING DETAIL NOTES: 1. FIXED POE DOME CAMERA 2. TELECOM OUTLET 8 PIN JACK 3. HORIZONTAL 4-PAIR UTP CABLE 4. 3/4" EMT CONDUIT 5. BACK BOX (J#), BACK BOX TO BE SECURED TO STRUCTURE. # INACCESSIBLE CEILING MOUNTED - INTERIOR DETAIL NOTES: 1. REFER TO SPECIFICATION 28 23 29 FOR CAMERA MODEL REQUIREMENTS. 2. REFER TO CONTRACTOR RESPONSIBILITY LEGEND ON TY-000. 3. REFER TO XXXXX FOR CAMERA VIEW TYPE (RECOGNITION/IDENTIFICATION/DETECTION) INSTALLATION DESCRIPTION CAMERA IS INSTALLED ONTO THE BACK BOX VIA CONVERTER PLATE. THE GANG BOX ITSELF IS EITHER ON THE SURFACE OF THE HARD CEILING OR INSIDE THE CEILING. ACCESSIBLE CEILING MOUNTED - INTERIOR FINISHED CEILING CEILING SLAB CEILING SLAB 3 2 5 4 6 1 2 3 5 1 4 # C-17 DETAIL NOTES: 1. PENETRATION IN WALL FILLED WITH APPROVED SEALANT 2. CCTV fIXED CAMERA IN ENVIRONMENTAL HOUSING MOUNTED 16' MINIMUM (INTERIORS), 20' MINIMUM (EXTERIOR) 4. EXTERIOR WALL 5. 6"x6"x4" DEEP BOX BY (BY ELECTRICAL CONTRACTOR). 6. IP JUMPER CABLE BY SECURITY CONTRACTOR. 7. 3/4" CONDUIT TO NEAREST ACCESSIBLE CEILING OR CABLE TRAY (BY ELECTRICAL CONTRACTOR). 3. IP DATA JACK PROVIDED (BY TELECOM. CONTRACTOR). 6"x6"x4" JUNCTION BOX (BY ELECTRICAL CONTRACTOR). VIDEO SURVEILLANCE - FIXED IP DOME - WALL PENDANT MOUNTED - EXTERIOR 7 3 6 5 4 2 1 AC-71 FINISHED CEILING CEILING SLAB FINISHED FLOOR TO 120VAC PROTECTED SIDE TYPICAL PLAN VIEW FA 6"TYP. 3'-2" J1 1 4 1 9 2 3 - PROVIDE 4" x 4" x 2 1/8" DEEP JUNCTION BOX OR 6"x 6"x 4" DEEP BOX MOUNTED ABOVE DOOR, ABOVE ACCESSIBLE CEILING. - DOOR CONTACT (RECESSED) 4 - WIRE TRANSFER HINGE (EPT 10) 7 - STUB 3/4" CONDUIT OR GREENFIELD WITH DRAG LINE DOWN DOOR FRAME ON HINGE SIDE OF THE DOOR. BACK BOX TO JUNCTION BOX 8 - STUB 3/4" CONDUIT WITH DRAG LINE. 5 - REQUEST TO EXIT, PUSH BUTTON 6 - BREAK GLASS UNIT 1 -- DOOR CLOSER AS PART OF IRONMONGERY (TYPE NOT SPECIFIED) - CARD READER (PROXIMITY/SWIPE) PROVIDE SINGLE GANG BACK BOX, MOUNTED 3'-2" AFF AND 3" TO 12" FROM DOOR FRAME DEPENDING ON FIELD CONDITIONS - FIRE EXIT HARDWARE (W/REQUEST TO EXIT) 3 4 3 ACCESS CONTROL - SINGLE DOOR - CARD READER, ELECTRIFIED EXIT DEVICE, DOOR POSITION SWITCH 8 2 LPS AC-72 FINISHED CEILING CEILING SLAB FINISHED FLOOR TO 120VAC PROTECTED SIDE TYPICAL PLAN VIEW FA 6"TYP. 3'-2" J1 1 2 4 1 9 2 3 - PROVIDE 4" x 4" x 2 1/8" DEEP JUNCTION BOX OR 6"x 6"x 4" DEEP BOX MOUNTED ABOVE DOOR, ABOVE ACCESSIBLE CEILING. - DOOR CONTACT (RECESSED) 4 - WIRE TRANSFER HINGE (EPT 10) 7 - STUB 3/4" CONDUIT OR GREENFIELD WITH DRAG LINE DOWN DOOR FRAME ON HINGE SIDE OF THE DOOR. BACK BOX TO JUNCTION BOX 8 - STUB 3/4" CONDUIT WITH DRAG LINE. 5 - REQUEST TO EXIT, PUSH BUTTON 6 - BREAK GLASS UNIT 1 -- DOOR CLOSER AS PART OF IRONMONGERY (TYPE NOT SPECIFIED) - CARD READER (PROXIMITY/SWIPE) PROVIDE SINGLE GANG BACK BOX, MOUNTED 3'-2" AFF AND 3" TO 12" FROM DOOR FRAME DEPENDING ON FIELD CONDITIONS - FIRE EXIT HARDWARE (W/REQUEST TO EXIT) 33 4 4 4 3 3 ACCESS CONTROL - DOUBLE DOOR - CARD READER, ELECTRIFIED EXIT DEVICE, DOOR POSITION SWITCH 8 LPS # C-3 DETAIL NOTES: 1. CAMERA BACK BOX (PROVIDED BY SECURITY CONTRACTOR) 2. TOGGLE BOLTS (AS REQUIRED) 3. IP DATA JACK PROVIDED (BY TELECOM. CONTRACTOR). 6"x6"x4" JUNCTION BOX (BY ELECTRICAL CONTRACTOR). 4. CEILING SOFFIT 5. CAMERA 6. IP JUMPER CABLE (BY SECURITY CONTRACTOR). 7. 3/4" CONDUIT TO NEAREST ACCESSIBLE CEILING OR CABLE TRAY (BY ELECTRICAL CONTRACTOR). VIDEO SURVEILLANCE - FIXED IP DOME - WALL FLUSH MOUNTED - INTERIOR 5 7 3 4 2 1 6 # C-4 DETAIL NOTES: 1. CAMERA BACK BOX (PROVIDED BY SECURITY CONTRACTOR) 2. IP DATA JACK PROVIDED (BY TELECOM. CONTRACTOR). 6"x6"x4" JUNCTION BOX (BY ELECTRICAL CONTRACTOR). 3. CEILING 4. CAMERA 5. IP JUMPER CABLE (BY SECURITY CONTRACTOR). 6. 3/4" CONDUIT TO NEAREST ACESSIBLE CEIILING OR CABLE TRAY (BY ELECTRICAL CONTRACTOR). VIDEO SURVEILLANCE - FIXED IP DOME - WALL SURFACE MOUNTED - INTERIOR 4 1 5 6 3 7 FINISHED FLOOR FINISHED CEILING MAGNETIC CONTACT - SINGLE DOOR - FLUSH MOUNTED 6" CEILING SLAB 3 1 - PROVIDE 4" x 4" x 2 1/8" DEEP JUNCTION BOX OR 6"x 6"x 4" DEEP BOX MOUNTED ABOVE DOOR, ABOVE ACCESSIBLE CEILING. 3 - DOOR CONTACT (RECESSED) 1 2 2 - STUB 3/4" CONDUIT WITH DRAG LINE. 2 J1 4 - STUB 3/4" CONDUIT WITH DRAG LINE TO NEAREST CABLE TRAY OR ACCESSIBLE CEILING. 4 TYPICAL PLAN VIEW SECURE SIDE MC-1 6"TYP. MAGNETIC CONTACT - DOUBLE DOOR - FLUSH MOUNTED J1 4 3 2 2 SECURE SIDE FINISHED FLOOR FINISHED CEILING CEILING SLAB 2 11 3 1 - PROVIDE 4" x 4" x 2 1/8" DEEP JUNCTION BOX OR 6"x 6"x 4" DEEP BOX MOUNTED ABOVE DOOR, ABOVE ACCESSIBLE CEILING. - DOOR CONTACT (RECESSED) 2 - STUB 3/4" CONDUIT WITH DRAG LINE. 4 - STUB 3/4" CONDUIT WITH DRAG LINE TO NEAREST CABLE TRAY OR ACCESSIBLE CEILING. TYPICAL PLAN VIEW MC-2 KP-1 3 3 4 4 1 2 1 2 4'-6" - PANIC BUTTON (PUSH BUTTON TYPE) DEEP BOX MOUNTED ABOVE DOOR, ABOVE ACCESSIBLE CEILING. - PROVIDE 4" x 4" x 2 1/8" DEEP JUNCTION BOX OR 6"x 6"x 4" - STUB 3/4" CONDUIT WITH DRAG LINE. NOTE: REVIEW KEYPAD LOCATION WITH CONSULTANT AND ARCHITECT PRIOR TO INSTALLATION. - 3/4" CONDUIT WITH DRAG LINE TO NEAREST ACCESSIBLE CEILING TO CABLE TRAY. FINISHED CEILING KEYPAD - WALL MOUNTED - FLUSH FINISHED FLOOR CEILING SLABJ1 MD-1 STRUCTURAL SUPPORT TO BUILDING PER NEC NOTE: REFER TO ARCHITECT'S REFLECTED CEILING PLAN FOR EXACT DEVICE LOCATIONS. CONDUIT AND CABLE PER DWGS AND SPECS. TO CABLE TRAY. INFARARED MOTION DETECTOR PER SPECS. GWB OR CEILING PER ROOM FINISH SCHEDULE. MOTION DETECTOR - CEILING MOUNTED - FLUSH STANDARD OCTAGONAL OR 4" SQUARE J-BOX TO MATCH WITH DETECTOR. NOTE: REFER TO ARCHITECT'S REFLECTED CEILING PLAN FOR EXACT DEVICE LOCATIONS. WALL PER ROOM FINISH SCHEDULE. MOTION DETECTOR - WALL MOUNTED - SURFACE STANDARD OCTAGONAL OR 4" SQUARE J-BOX TO MATCH WITH DETECTOR. MD-4 CONDUIT AND CABLE PER DWGS AND SPECS. INFARARED MOTION DETECTOR PER SPECS. TO CABLE TRAY. (4') ACCESS CONTROL POWER SUPPLY ACCESS CONTROL PANEL LOCK POWER SUPPLY FLOOR SLAB FLOOR SLAB (8') DUPLEX OUTLET WITH 120VAC 20AMP DEDICATED CIRCUITS ON EMERGENCY POWER. FIRE TREATED PLYWOOD BACKBOARD, SIZED AS NOTED. WIRE TROUGH (TYPICAL FOR 2) POWER STRIP (6 OUTLETS MIN). DETAIL NOTES: CLASS E FIRE RELAY TYPICAL SECURITY WALL FIELD ELEVATION 3 1 2 1 4 2 4 3 1 W-1 ACCESS CONTROL PANEL (AS REQUIRED) INTRUSION DETECTION ALARM PANEL SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 5. 4. 3. 2. 1. 7. 8. 9. 10. 11. 12. 10-31-16 PERMIT SET 3/8" = 1'-0" 10 / 3 1 / 2 0 1 6 1 2 : 1 8 : 0 8 P M C: \ S M W \ R e v i t \ S M W _ 1 6 1 1 6 _ T _ E V C C _ R 1 6 _ s m o e d e . r v t 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ES T E S V A L L E Y C O M M U N I T Y C E N T E R SO NF 10-17-2016 16003 SECURITY DEVICE DETAILS TY-400