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HomeMy WebLinkAboutPLANS Commercial Remodel 1180 Woodstock Dr 2020-06-15PROJECT SITEPROJECT SITEPROJECT SITEPROJECT SITE MAP DATA © 2019 GOOGLE HIGHWAY 34HIGHWAY 34HIGHWAY 34HIGHWAY 34 HIGHWAY 36HIGHWAY 36HIGHWAY 36HIGHWAY 36 Scale Date Drawn By Checked By Project Number SpaceIntoPlace Architecture + Design Ginny Gerhart McFarland, AIA Estes Park, Colorado Phone: 303.731.3751 Email: Ginny@SpaceIntoPlace.com DA T E : 2 0 2 0 - 0 6 - 0 5 - S E T T O D A T E ( U P D A T E D ) - 12" = 1'-0" 6/ 6 / 2 0 2 0 2 : 0 5 : 4 5 P M A001 PROJECT COVER SHEET 11 8 0 W O O D S T O C K D R I V E ES T E S P A R K , C O L O R A D O 8 0 5 1 7 TR A I L B L A Z E R B R O A D B A N D B U S I N E S S OP E R A T I O N S C E N T E R VGM EM 2020.05.02 00000.00 ----- PERMIT REVIEW SET FOR: LEGAL DESCRIPTION:LEGAL DESCRIPTION:LEGAL DESCRIPTION:LEGAL DESCRIPTION: ALSO KNOWN AS: LOT 9, DEVILLE SUBDIVISION OF A PORTION OF LOT 5, MANFORDLOT 9, DEVILLE SUBDIVISION OF A PORTION OF LOT 5, MANFORDLOT 9, DEVILLE SUBDIVISION OF A PORTION OF LOT 5, MANFORDLOT 9, DEVILLE SUBDIVISION OF A PORTION OF LOT 5, MANFORD ADDITION AND A PORTION OF LOT 36, WHITE MEADOW VIEWADDITION AND A PORTION OF LOT 36, WHITE MEADOW VIEWADDITION AND A PORTION OF LOT 36, WHITE MEADOW VIEWADDITION AND A PORTION OF LOT 36, WHITE MEADOW VIEW PLACE, ADDITION TO THE TOWN OF ESTES PARK, COUNTY OFPLACE, ADDITION TO THE TOWN OF ESTES PARK, COUNTY OFPLACE, ADDITION TO THE TOWN OF ESTES PARK, COUNTY OFPLACE, ADDITION TO THE TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADOLARIMER, STATE OF COLORADOLARIMER, STATE OF COLORADOLARIMER, STATE OF COLORADO 1180 WOODSTOCK DRIVE REMODEL PROJECT TEAM OWNER:OWNER:OWNER:OWNER: TOWN OF ESTES PARKTOWN OF ESTES PARKTOWN OF ESTES PARKTOWN OF ESTES PARK 170 MACGREGOR AVE170 MACGREGOR AVE170 MACGREGOR AVE170 MACGREGOR AVE ESTES PARK, CO 80517ESTES PARK, CO 80517ESTES PARK, CO 80517ESTES PARK, CO 80517 970−577−4790970−577−4790970−577−4790970−577−4790 PROJECT MANAGER:PROJECT MANAGER:PROJECT MANAGER:PROJECT MANAGER: LINDA SWOBODALINDA SWOBODALINDA SWOBODALINDA SWOBODA LSWOBODA@ESTES.ORGLSWOBODA@ESTES.ORGLSWOBODA@ESTES.ORGLSWOBODA@ESTES.ORG ARCHITECT:ARCHITECT:ARCHITECT:ARCHITECT: SPACEINTOPLACE ARCHITECTURE + DESIGNSPACEINTOPLACE ARCHITECTURE + DESIGNSPACEINTOPLACE ARCHITECTURE + DESIGNSPACEINTOPLACE ARCHITECTURE + DESIGN ESTES PARK, CO 80517ESTES PARK, CO 80517ESTES PARK, CO 80517ESTES PARK, CO 80517 303−731−3751303−731−3751303−731−3751303−731−3751 ARCHITECT: GINNY GERHART McFARLAND, AIAARCHITECT: GINNY GERHART McFARLAND, AIAARCHITECT: GINNY GERHART McFARLAND, AIAARCHITECT: GINNY GERHART McFARLAND, AIA GINNY@SPACEINTOPLACE.COMGINNY@SPACEINTOPLACE.COMGINNY@SPACEINTOPLACE.COMGINNY@SPACEINTOPLACE.COM VICINITY MAP NOT TO SCALENOT TO SCALENOT TO SCALENOT TO SCALE NORTHNORTHNORTHNORTH PROJECT DATA SHEET INDEX CURRENT CODES: 2015 IBC 2015 IPC 2015 IMC 2015 IFC 2015 IEBC PROJECT IS BEING CONSTRUCTED AS A LEVEL 3 ALTERATION TO EXISTING BUILDING IN COMPLIANCE WITH IEBC CH. 9 AND AN ADDITION UNDER PRESCRIPTIVE MEASURES OF SECTION 402 OF THE IEBC NEC CURRENT EDITION ADOPTED BY TOWN OF ESTES PARK 2017 TOWN OF ESTES PARK CODE AMENDMENTS 2009 ICC/ANSI A117.1 2010 ADA ZONING: CO COMMERCIAL OUTLYING OCCUPANCY GROUP: GROUP B BUSINESS OCCUPANCY CONSTRUCTION TYPE: TYPE VB, NS ALLOWABLE AREA=9,000 SF STRUCTURAL LOADS: 50 P/SF FLOOR LOAD 65P/SF X .7 ROOF LOAD BUILDING AREA: EXISTING: 3042 SF ADDITION: 64 SF TOTAL = 3106 SF GENERAL NOTES 1.CONTRACTOR TO VERIFY EXISTING CONDITIONS & REVIEW DISCREPANCIES OR INCONSISTENCIES OF SITE & EXISTING BUILDING CONDITIONS OR DRAWINGS WITH ARCHITECT PRIOR TO COMMENCING CONSTRUCTION. OTHER WISE BEGINNING OF WORK INDICATES ACCEPTANCE BY CONTRACTOR. 2.PROVIDE ADEQUATE BLOCKING AND ANCHORING FOR CEILING AND WALL MOUNTED EQUIPMENT (FIRE EXTINGUISHERS, DOOR STOPS AND PLAQUES, ETC.) 3.CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT THE PUBLIC AND ADJACENT PROPERTIES / AREAS FROM DAMAGE THROUGHOUT CONSTRUCTION. JOBSITE SAFETY SHALL BE THE SOLE RESPONSIBILITY OF GENERAL CONTRACTOR. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOBSITE. IF DIMENSIONAL DISCREPANCIES OCCUR, OR CONDITIONS NOT COVERED OR AS INDICATED ON THE DRAWINGS ARE ENCOUNTERED, CONTRACTOR SHALL NOTIFY ARCHITECT FOR DIRECTION PRIOR TO COMMENCING THAT PORTION OF THE WORK IN SUCH TIME AS NOT TO DELAY WORK. DIMENSIONS ARE TYPICALLY TO FACE OF MASONRY OR CONCRETE AND FACE OF FRAMING MEMBER, UNLESS OTHERWISE NOTED. 5.BUILDING ADDRESS NUMBERS TO BE PROVIDED OR MAINTAINED ON THE FRONT OF THE BUILDING. SAID NUMBERS SHALL BE MIN. OF 5" HIGH WITH 1" WIDE STROKES CONTRASTING W/ THEIR BACKGROUND. 6.ALL COMPONENTS, EQUIPMENT, ETC., SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTION & RECOMMENDATIONS. 7.WRITTEN & INDICATED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. NOTIFY ARCHITECT IF ADDITIONAL DIMENSIONS OR INFORMATION ARE REQUIRED TO COMPLETE THE WORK. 8.ALL GLAZING SHALL CONFORM TO FEDERAL GLAZING REGULATIONS AND CURRENT CODES. 9.CLEAN-UP OF RUBBISH & DEBRIS RESULTING FROM DEMOLITION & WORK SHALL BE COLLECTED REGULARLY FROM PROJECT SITE & LEGALLY DISPOSED OF. 10.CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS PRIOR TO CONSTRUCTION. 11.ALL FURNISHINGS USED SHALL BE NON-COMBUSTIBLE OR FLAME-PROOFED IN AN APPROVED MANNER. ALL FURNISHINGS TO BE CLASS C, MAX. FLAME SPREAD INDEX 200, MAX SMOKE DEVELOPMENT INDEX450. 12.PROVIDE ACCESSIBILITY COMPLYING WITH THE AMERICAN'S WITH DISABILITIES ACT "ADA" AND ALL LOCAL AND STATE ACCESSIBILITY CODES. 13.CONTRACTOR RESPONSIBLE FOR ALL MATERIALS & QUANTITIES SHOWN IN THESE DRAWINGS GRAPHICALLY AS WELL AS THOSE CALLED FOR BY NOTE. 14.PROVIDE A SIGNED PLAN FOR APPROVAL SHOWING COMPLIANCE WITH THE "ADA" AS REQUIRED AT ENTRANCE DOORS, RESTROOM DOORS, EXIT DOORS, ETC. 15.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATIONS & PROTECTION OF ALL EXISTING UTILITIES SHOWN, ALL EXISTING UTILITIES NOT SHOWN ON THESE PLANS & ALL PROPOSED UTILITIES. THE EXISTING UTILITIES SHOWN HAVE BEEN PLOTTED FROM AVAILABLE INFORMATION. CONTRACTOR SHALL CONTACT REPRESENTATIVES FROM THE RESPECTIVE UTILITY COMPANIES TO HAVE ALL THEIR UTILITIES & FACILITIES LOCATED PRIOR TO CONSTRUCTION. ALL EXISTING UTILITY LINE LOCATIONS MUST BE VERIFIED BY THE CONTRACTOR. IT IS THE PLANS' INTENT TO SHOW ALL EXISTING UTILITIES; HOWEVER, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SATISFY HIMSELF THAT ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT HAVE BEEN PROPERLY LOCATED. 16.ALL UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE W/ TOWN OF ESTES PARK UTILITIES & DISTRICT STANDARD SPECIFICATIONS. 17.CONTRACTOR TO VERIFY DRAINAGE AWAY FROM BUILDING W/ FINISH FLOOR ELEVATION. FIRE DEPARTMENT NOTES 1.A FIRE ALARM SYSTEM IS REQUIRED THROUGHOUT. CONTRACTOR SHALL SUBMIT PLANS FOR REVIEW AND APPROVAL TO FIRE DEPARTMENT FOR ANY REQUIRED ADDITIONS OR ALTERATIONS OF THE FIRE ALARM SYSTEM. RATED NOT LESS THAN 10BC. WITHIN 75' MAX. TRAVEL DISTANCE OF ANY POINT. 2.PROVIDE FIRE EXTINGUISHERS IN CABINETS, AS PER THE FIRE MARSHAL. FIRE ALARM SYSTEM SHALL BE INSTALLED PER IBC & IFC. 3.PROVIDE ELECTRICALLY WIRED SMOKE DETECTORS, WITH A BATTERY BACKUP, SHALL BE INSTALLED IN EACH ROOM AND EXIT CORRIDOR PER REQUIREMENTS OF ESTES PARK FIRE MARSHALL. CONTRACTOR SHALL SUBMIT PLANS AND PROPOSED LOCATIONS FOR SMOKE AND CO2 DETECTORS FOR APPROVAL TO THE ESTES PARK FIRE DEPARTMENT FOR ANY REQUIRED ADDITIONS OR ALTERATIONS OF THE SMOKE AND CO2 DETECTION SYSTEMS. A001 PROJECT COVER SHEET A002 CODE REVIEW A011 ARCHITECTURAL SITE PLAN (EXISTING / DEMO) A012 ARCHITECTURAL SITE PLAN (REMODEL) A101 FIRST LEVEL PLAN ( EXISTING / DEMO) A102 FIRST LEVEL RCP (EXISTING / DEMO) A103 ROOF PLAN (EXISTING / DEMO) A111a FIRST LEVEL PLAN (REMODEL PHASE 1) A111b FIRST LEVEL PLAN (REMODEL PHASE 2) A113 ENLARGED PLANS (REMODEL) A115 FLOOR FINISH PLAN (REMODEL) A121 FIRST LEVEL RCP (REMODEL) A131 ROOF PLAN (REMODEL) A201 EXTERIOR ELEVATIONS (REMODEL-PHASE I) A202 EXTERIOR ELEVATIONS (REMODEL-PHASE I) A211 EXTERIOR ELEVATIONS (REMODEL-PHASE II) A212 EXTERIOR ELEVATIONS (REMODEL-PHASE II) A251 INTERIOR ELEVATIONS (REMODEL) A252 INTERIOR ELEVATIONS (REMODEL) A301 BUILDING SECTIONS (REMODEL) A311 WALL SECTIONS A312 WALL SECTIONS A501 BUILDING ASSEMBLIES / DETAILS A521 EXTERIOR DETAILS A522 EXTERIOR DETAILS A601 DOOR & WINDOW SCHEDULES & ELEVATIONS A602 STOREFRONT SCHEDULES & ELEVATIONS A611 ROOM FINISH SCHEDULES E111 ELECTRICAL FIRST LEVEL REMODEL PLAN STRUCTURAL ENGINEER:STRUCTURAL ENGINEER:STRUCTURAL ENGINEER:STRUCTURAL ENGINEER: CORNERSTONE ENGINEERINGCORNERSTONE ENGINEERINGCORNERSTONE ENGINEERINGCORNERSTONE ENGINEERING ESTES PARK, CO 80517ESTES PARK, CO 80517ESTES PARK, CO 80517ESTES PARK, CO 80517 970−586−2458970−586−2458970−586−2458970−586−2458 ENGINEER: MIKE TODD, PEENGINEER: MIKE TODD, PEENGINEER: MIKE TODD, PEENGINEER: MIKE TODD, PE EPMIKETODD@GMAIL.COMEPMIKETODD@GMAIL.COMEPMIKETODD@GMAIL.COMEPMIKETODD@GMAIL.COM MECHANICAL ENGINEER:MECHANICAL ENGINEER:MECHANICAL ENGINEER:MECHANICAL ENGINEER: 5280 ENGINEERING5280 ENGINEERING5280 ENGINEERING5280 ENGINEERING EVERGREEN, CO 80439EVERGREEN, CO 80439EVERGREEN, CO 80439EVERGREEN, CO 80439 ROGER BLANK, PEROGER BLANK, PEROGER BLANK, PEROGER BLANK, PE 720−320−7744720−320−7744720−320−7744720−320−7744 ROGERB@5280ENGINEERING.COMROGERB@5280ENGINEERING.COMROGERB@5280ENGINEERING.COMROGERB@5280ENGINEERING.COM ELECTRICAL CONTRACTOR:ELECTRICAL CONTRACTOR:ELECTRICAL CONTRACTOR:ELECTRICAL CONTRACTOR: FLASH ELECTRICFLASH ELECTRICFLASH ELECTRICFLASH ELECTRIC ESTES PARK, CO 80517ESTES PARK, CO 80517ESTES PARK, CO 80517ESTES PARK, CO 80517 KEN SCHWARZKEN SCHWARZKEN SCHWARZKEN SCHWARZ 970−231−1576970−231−1576970−231−1576970−231−1576 No. Description Date ARCHITECT NOTE IF THE OWNER CHOOSES NOT TO INCLUDE CONSTRUCTION PHASE SERVICES AS PART OF THIS AGREEMENT, THE OWNER SHALL BE SOLELY RESPONSIBLE FOR INTERPRETING THE CONTRACT DOCUMENTS AND OBSERVING THE WORK OF THE CONTRACTOR TO DISCOVER, CORRECT, OR MITIGATE ERRORS, INCONSISTENCIES, OR OMISSIONS. IF THE OWNER AUTHORIZES DEVIATIONS, RECORDED OR UNRECORDED FROM THE DOCUMENTS PREPARED BY THE ARCHITECT, THE OWNER SHALL NOT BRING ANY CLAIM AGAINST THE ARCHITECT AND SHALL INDEMNIFY AND HOLD THE ARCHITECT HARMLESS FROM AND AGAINST ALL CLAIMS, LOSSES, DAMAGES, AND EXPENSES, INCLUDING BUT NOT LIMITED TO DEFENSE COSTS AND THE TIME OF THE ARCHITECT TO THE EXTENT SUCH CLAIM, LOSS, DAMAGE, OR EXPENSE ARISES OUT OF OR RESULTS IN WHOLE, OR IN PART FROM SUCH DEVIATIONS, REGARDLESS OF WHETHER OR NOT SUCH CLAIM, LOSS, DAMAGE, OR EXPENSE IS CAUSED IN PART BY A PARTY INDEMNIFIED UNDER THIS PROVISION. DF RE F . EXIT EX I T E X I T E XIT EXIT EXIT EX I T 90.88 SF OFFICE 1OFFICE 1OFFICE 1OFFICE 1 103 324.00 SF ENTRY / WAITINGENTRY / WAITINGENTRY / WAITINGENTRY / WAITING 101 40.79 SF MECHMECHMECHMECH 111 311.82 SF WORK AREA 1WORK AREA 1WORK AREA 1WORK AREA 1 117 131.47 SF OFFICE 4OFFICE 4OFFICE 4OFFICE 4 116 131.47 SF OFFICE 3OFFICE 3OFFICE 3OFFICE 3 114 174.00 SF SERVER ROOMSERVER ROOMSERVER ROOMSERVER ROOM 118 41.11 SF HALLWAY 2HALLWAY 2HALLWAY 2HALLWAY 2 115 327.42 SF BREAK AREABREAK AREABREAK AREABREAK AREA 113 34.48 SF STORAGE 2STORAGE 2STORAGE 2STORAGE 2 120 41.90 SF STORAGE 1STORAGE 1STORAGE 1STORAGE 1 119 172.37 SF HALLWAY 1HALLWAY 1HALLWAY 1HALLWAY 1 108 48.54 SF MENMENMENMEN 112 48.54 SF WOMENWOMENWOMENWOMEN 109 17.84 SF JAN. CLOSETJAN. CLOSETJAN. CLOSETJAN. CLOSET 110100.73 SF OFFICE 2OFFICE 2OFFICE 2OFFICE 2 107 324.17 SF CONFERENCE LARGECONFERENCE LARGECONFERENCE LARGECONFERENCE LARGE 106 125.39 SF OFFICE 5OFFICE 5OFFICE 5OFFICE 5 105 75.10 SF WORK AREA 2WORK AREA 2WORK AREA 2WORK AREA 2 104 247.64 SF RECEPTIONRECEPTIONRECEPTIONRECEPTION 102 72.92 SF ENTRY VESTIBULEENTRY VESTIBULEENTRY VESTIBULEENTRY VESTIBULE 100 8' - 1 1 " 13' - 4" 10 ' - 6 " 18 ' - 9 " 33' - 8" 6' - 9 " 6' - 0" 8' - 5 " 3' - 2" 23' - 2" EX I T EX I T EXITEX I T EXIT EXIT EX I T EXIT EX I T EX I T OCCUPANT LOAD: BUSINESS AREAS: TOTAL AREA: 1795.53 OCCUPANT LOAD FACTOR: 100 TOTAL OCCUPANT LOAD: 1795.53 / 100 = 17.95 (18) CONFERENCE AREAS: TOTAL AREA: 449.56 OCCUPANT LOAD FACTOR: 15 TOTAL OCCUPANT LOAD: 449.56 / 15 = 29.97 (30) STORAGE AREAS: TOTAL AREA: 268.22 OCCUPANT LOAD FACTOR: 300 TOTAL OCCUPANT LOAD: 268.22 / 300 = 0.89 (1) TOTAL OCCUPANT LOAD: 18 + 30 + 1= 49 NOL = NO OCCUPANT LOAD (NON CONCURRENT USE) Scale Date Drawn By Checked By Project Number SpaceIntoPlace Architecture + Design Ginny Gerhart McFarland, AIA Estes Park, Colorado Phone: 303.731.3751 Email: Ginny@SpaceIntoPlace.com DA T E : 2 0 2 0 - 0 6 - 0 5 - S E T T O D A T E ( U P D A T E D ) - As indicated 6/ 5 / 2 0 2 0 8 : 4 6 : 1 3 A M A002 CODE REVIEW 11 8 0 W O O D S T O C K D R I V E ES T E S P A R K , C O L O R A D O 8 0 5 1 7 TR A I L B L A Z E R B R O A D B A N D B U S I N E S S OP E R A T I O N S C E N T E R Checker Author 2020.05.02 00000.00 ----- 1/4" = 1'-0"A002 1 OCCUPANCY AND EXITING FLOOR PLAN NORTH ROOM SCHEDULE (OCCUPANT LOAD) Room Number Room Name Area Occupancy 100 ENTRY VESTIBULE 72.92 SF BUSINESS 101 ENTRY / WAITING 324.00 SF BUSINESS 102 RECEPTION 247.64 SF BUSINESS 103 OFFICE 1 90.88 SF BUSINESS 104 WORK AREA 2 75.10 SF BUSINESS 107 OFFICE 2 100.73 SF BUSINESS 108 HALLWAY 1 172.37 SF BUSINESS 109 WOMEN 48.54 SF BUSINESS 112 MEN 48.54 SF BUSINESS 114 OFFICE 3 131.47 SF BUSINESS 115 HALLWAY 2 41.11 SF BUSINESS 116 OFFICE 4 131.47 SF BUSINESS 117 WORK AREA 1 311.82 SF BUSINESS BUSINESS: 13 1796.60 SF 105 OFFICE 5 125.39 SF CONFERENCE 106 CONFERENCE LARGE 324.17 SF CONFERENCE CONFERENCE: 2 449.56 SF 111 MECH 40.79 SF NOL 113 BREAK AREA 327.42 SF NOL NOL: 2 368.21 SF 110 JAN. CLOSET 17.84 SF STORAGE 118 SERVER ROOM 174.00 SF STORAGE 119 STORAGE 1 41.90 SF STORAGE 120 STORAGE 2 34.48 SF STORAGE STORAGE: 4 268.22 SF No. Description Date 10 ' - 0 " 1 0 ' - 0 " 10' - 0" 10' - 0" 10' - 0" 10' - 0" 1 0 ' - 0 " SOUTH 40.00' WE S T 1 4 4 . 4 1 ' S 1 7 °4 5 '1 7 "E 1 3 6 .6 2 ' N5 9°00'W U TILITY E A S E M E N T N02°00'E 175.71' D= 4 2 ° 0 0 ' 1 7 " R= 1 3 5 . 0 0 L= 9 8 . 9 7 ' CH = S 8 6 ° 4 5 ' 0 8 " E 9 6 . 7 7 ' 1 0 ' - 0 " EXISTING ASPHALT PAVING TO REMAIN LANDSCAPE SETBACK 15' - 0" 8' - 0" LANDSCAPE SETBACK EASEMENT 8' - 0" LANDSCAPE SETBACK EASEMENT LANDSCAPE SETBACK EASEMENT 8 ' - 0 " REMOVE SHED AND STORAGE AREAS AND OTHER REMAINING SITE DEBRIS PLANTING AREA PHASE II WORK: REMOVE MANSARD-LIKE ROOF ELEMENT ON THREE SIDES OF THE BUILDING. OWNER/ARCHITECT TO ASSESS EXTENT OF DEMO OF PARAPET WALL AFTER EXTERIOR MATERIALS/ SHEATHING IS REMOVED PHASE II WORK: REMOVE EXISTING ENTRY PAVING AS NEEDED TO ACCOMMODATE NEW ENTRY REMOVE CAGE AND CLEAN EXISTING CONCRETE PAD. ROOF TO REMAIN WO O D S T O C K D R I V E REMOVE SHED AND STORAGE AREAS AND OTHER REMAINING SITE DEBRISREMOVE EXISTING COMMUNICATION TOWERS AS DIRECTED BY OWNER / COORDINATE WITH OWNER ON REMOVAL OF ALL EXISTING EQUIPMNET ATTACHED TO BUILDING EXTERIOR IN PREPARATION FOR INSTALLATION OF NEW EXTERIOR FINISH PEDESTAL MAIL BOX CLUSTER ON CONC. PAD - FIELD VERIFY EXACT LOCATION REMOVE EXISTING LANDSCAPE AND BORDER AS REQUIRED TO ACCOMMODATE NEW INSTALLATION OF WALKS, BOLDERS AND PLANTERS REMOVE EXISTING ASPHALT AS REQUIRED TO ACCOMMODATE NEW LANDSCAPE AREA PER SITE PLAN 0'2'4'6'10' SCALE: 1" = 10' 8'20'30'40'50' Scale Date Drawn By Checked By Project Number SpaceIntoPlace Architecture + Design Ginny Gerhart McFarland, AIA Estes Park, Colorado Phone: 303.731.3751 Email: Ginny@SpaceIntoPlace.com DA T E : 2 0 2 0 - 0 6 - 0 5 - S E T T O D A T E ( U P D A T E D ) - 1" = 10'-0" 6/ 5 / 2 0 2 0 8 : 4 6 : 1 4 A M A011 ARCHITECTURAL SITE PLAN (EXISTING / DEMO) 11 8 0 W O O D S T O C K D R I V E ES T E S P A R K , C O L O R A D O 8 0 5 1 7 TR A I L B L A Z E R B R O A D B A N D B U S I N E S S OP E R A T I O N S C E N T E R Checker Author 2020.05.02 00000.00 ----- 1" = 10'-0"A011 1 SITE PLAN (EXISTING / DEMO) NO R T H No. Description Date 10 ' - 0 " 1 0 ' - 0 " 10' - 0" 10' - 0" 10' - 0" 10' - 0" 1 0 ' - 0 " SOUTH 40.00' WE S T 1 4 4 . 4 1 ' S 1 7 °4 5 '1 7 "E 1 3 6 .6 2 ' N5 9°00'W U TILITY E A S E M E N T N02°00'E 175.71' D= 4 2 ° 0 0 ' 1 7 " R= 1 3 5 . 0 0 L= 9 8 . 9 7 ' CH = S 8 6 ° 4 5 ' 0 8 " E 9 6 . 7 7 ' 1 0 ' - 0 " EXISTING ASPHALT PAVING LANDSCAPE SETBACK 15' - 0" 8' - 0" LANDSCAPE SETBACK EASEMENT 8' - 0" LANDSCAPE SETBACK EASEMENT LANDSCAPE SETBACK EASEMENT 8 ' - 0 " LOCATION OF DUMPSTER ENTRY ADDITION AND EXTERIOR FINISHES TO BE INCLUDED AS PART OF PHASE TWO WORK WO O D S T O C K D R I V E 9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"8' - 0"8' - 0" 19' - 6" 22' - 0" 19' - 6" 22' - 0" 19' - 6" 23' - 0"9' - 0"9' - 0"9' - 0"9' - 0" 9' - 0" 9' - 0"9' - 0"9' - 0"9' - 0"9' - 0" 19' - 6" VA N AC C E S S I B L E NEW PAVING TO BE ADDED ± 4' - 0" NEW PAVING TO BE ADDED NEW PAVING TO BE ADDED AC C E S S I B L E AI S L E EXISTING ASPHALT PAVING PEDESTAL MAIL BOX CLUSTER ON CONC. PAD - FIELD VERIFY EXACT LOCATION LANDSCAPED AREA ONE WAY DRIVE AISLE ONE WAY DRIVE AISLE ON E W A Y DR I V E A I S L E 3' - 0" 36" CONCRETE SIDEWALK 36" CONCRETE SIDEWALK 3' - 0" 3' - 0 " LANDSCAPED AREA LA N D S C A P E D A R E A LA N D S C A P E D A R E A LANDSCAPED AREA SIGNAGE: COORDINATE AND LOCATE PER OWNER DIRECTION 0'2'4'6'10' SCALE: 1" = 10' 8'20'30'40'50' GENERAL NOTES 1. LANDSCAPING PLANTING TO BE PROVIDED AS REQUIRED BY EVDC 7.5.G.2. PERIMETER LANDSCAPING: (1) TREE PER 30 LINEAL FEET (1) SHRUB PER (10) LINEAL FEET AT STREET FRONTAGE (1) TREE PER 30 LINEAL FEET (1) SHRUB PER (5) LINEAL FEET AT SIDEREAR FRONTAAGE. THESE ARE NOT TO BE EVENLY SPACED, BUT CLUSTERED. Scale Date Drawn By Checked By Project Number SpaceIntoPlace Architecture + Design Ginny Gerhart McFarland, AIA Estes Park, Colorado Phone: 303.731.3751 Email: Ginny@SpaceIntoPlace.com DA T E : 2 0 2 0 - 0 6 - 0 5 - S E T T O D A T E ( U P D A T E D ) - As indicated 6/ 5 / 2 0 2 0 8 : 4 6 : 1 6 A M A012 ARCHITECTURAL SITE PLAN (REMODEL) 11 8 0 W O O D S T O C K D R I V E ES T E S P A R K , C O L O R A D O 8 0 5 1 7 TR A I L B L A Z E R B R O A D B A N D B U S I N E S S OP E R A T I O N S C E N T E R Checker Author 2020.05.02 00000.00 ----- NO R T H 1" = 10'-0"A012 1 SITE PLAN (REMODEL) No. Description Date EXISTING WALL TO REMAIN (TYP.) EXISTING DOOR TO BE REMOVED AND REPLACED EXISTING WALL TO REMAIN (TYP.) EXISTING WALL TO REMAIN (TYP.)DEMO EXISTING SLAB FOR INSTALLATION OF COLUMN BASE ONLY RE: STRUCTURAL. COLUMN TO BE INSTALLED IN FUTURE WORK. 20 ' - 8 " 19 ' - 4 " 20' - 10"17' - 4 3/8"25' - 6"16' - 3 5/8" DEMO EXISTING SLAB FOR INSTALLATION OF COLUMN BASE ONLY RE: STRUCTURAL. COLUMN TO BE INSTALLED IN FUTURE WORK. DEMO EXISTING SLAB FOR INSTALLATION OF COLUMN BASE ONLY RE: STRUCTURAL. COLUMN TO BE INSTALLED IN FUTURE WORK. 2' - 0 " 2' - 0 " 2' - 0"2' - 0"2' - 0"2' - 0" 2' - 0 " 2' - 0 " 2' - 0"2' - 0" 2' - 0 " 2' - 0 " REMOVE EXISTING WINDOW AND TRIM FOR INSTALLATION OF NEW WINDOW REMOVE EXISTING WINDOW AND TRIM FOR INSTALLATION OF NEW WINDOW REMOVE EXISTING WINDOW AND TRIM FOR INSTALLATION OF NEW WINDOW REMOVE EXISTING WINDOW AND TRIM FOR INSTALLATION OF NEW WINDOW REMOVE EXISTING DOOR AND TRIM FOR INSTALLATION OF NEW WINDOW REMOVE EXISTING DOOR AND TRIM FOR INSTALLATION OF NEW WINDOW REMOVE EXISTING DOOR AND TRIM FOR INFILL AS SHOWN IN PLAN REMOVE EXISTING DOOR FOR INSTALLATION OF NEW DOOR REMOVE EXISTING DOOR FOR INSTALLATION OF NEW DOOR SAW CUT AND PROVIDE SUPPORT FOR NEW HEADER FOR NEW WINDOW - SEE STRUCTURAL SAW CUT AND PROVIDE SUPPORT FOR NEW HEADER FOR NEW WINDOW - SEE STRUCTURAL SAW CUT AND PROVIDE SUPPORT FOR NEW HEADER FOR NEW WINDOW - SEE STRUCTURAL DEMO EXISTING SLAB FOR INSTALLATION OF COLUMN BASE ONLY RE: STRUCTURAL. COLUMN TO BE INSTALLED IN FUTURE WORK. EXISTING DOOR TO BE REMOVED AND REINSTALLED WITH DOOR SWING REVERSED EXISTING JANITOR SINK TO BE REMOVED & CAPPED - COORD. THE FIELD. EXISTING WALL TO BE REMOVED (TYP.) EXISTING SERVER ROOM AC UNIT EXISTING ELEC PANEL TO BE REMOVED EXISTING FROSTPROOF HOSE BIBB TO REMAIN - FIELD VERIFY EXACT LOCATION EXISTING FROSTPROOF HOSE BIBB TO REMAIN - FIELD VERIFY EXACT LOCATION SAW CUT AND PROVIDE SUPPORT FOR NEW HEADER FOR NEW WINDOW - SEE STRUCTURAL EXISTING COLUMNS TO BE REMOVED AND REPLACED AS PART OF PHASE II 0'1'2'4'6'10'18' SCALE: 1/4" - 1'-0" GENERAL NOTES - EXISTING/DEMO PLAN: 1.EXISTING/DEMO PLANS - HATCHED WALLS INDICATE EXISTING - DASHED WALLS & ELEMENTS ARE TO BE REMOVED (INCLUDING PORTIONS OF AN EXISTING WALL FOR THE INSTALLATION OF A DOOR OR WINDOW) AS PART OF THE REMODEL. 2.NOT ALL ELEMENTS OF THE EXISTING STRUCTURE HAVE BEEN SHOWN. FIELD VERIFY ANY DISCREPANCIES PRIOR TO DEMOLITION. 3.VERIFY REMOVAL OF APPLIANCES AND FIXTURES WITH OWNER. 4.REMOVE PORTIONS OF EXISTING EXTERIOR WALLS AND ROOFS TO ACCOMMODATE NEW DOORS, WINDOWS, ROOF SYSTEMS, ETC. VERIFY ALL OPENING SIZES. 5.EXTRA CARE IS TO BE TAKEN IN THE REMOVAL OF ITEMS THAT MAY BE USED AS PART OF THE REMODEL. 6.EXTREME CARE IS TO BE TAKEN IN THE DEMOLITION AND/OR REMOVAL OF ELEMENTS AND ASSEMBLIES THAT ARE ADJACENT TO PORTIONS OF THE HOUSE OR STRUCTURE BEYOND THE SCOPE OF WORK PROPOSED IN THE REMODEL. 7.ANY AND ALL AREAS BEYOND THE SCOPE OF WORK PROPOSED IN THE REMODEL DAMAGED DURING THE COURSE OF THE DEMOLITION SHALL BE REPAIRED AND FINISHED TO MATCH THE ADJACENT SURFACE AND ELEMENTS. 8.DISPOSE OF ALL DEMOLISHED ITEMS IN COMPLIANCE WITH AND REQUIRED BY ANY AND ALL APPLICABLE GOVERNING AGENCIES & OFFICIALS. Scale Date Drawn By Checked By Project Number SpaceIntoPlace Architecture + Design Ginny Gerhart McFarland, AIA Estes Park, Colorado Phone: 303.731.3751 Email: Ginny@SpaceIntoPlace.com DA T E : 2 0 2 0 - 0 6 - 0 5 - S E T T O D A T E ( U P D A T E D ) - As indicated 6/ 5 / 2 0 2 0 8 : 4 6 : 1 7 A M A101 FIRST LEVEL PLAN ( EXISTING / DEMO) 11 8 0 W O O D S T O C K D R I V E ES T E S P A R K , C O L O R A D O 8 0 5 1 7 TR A I L B L A Z E R B R O A D B A N D B U S I N E S S OP E R A T I O N S C E N T E R VGM EM 2020.05.02 00000.00 ----- NORTH 1/4" = 1'-0"A101 1 FIRST LEVEL (EXISTING / DEMO) No. Description Date NOTE: ALL EXISTING INTERIOR CEILINGS TO BE REMOVED IN PREPARATION OF OPEN BAR JOIST CEILING - TYP. REMOVE ANY REMAINING CEILING GRID, CEILING TILES, DRYWALL LID AFTER ASBETOS ABATEMENT WORK IS COMPLETED IN PREPARATION FOR REPAIR AND PATCH OF ANY ROUGH OR DAMAGED AREAS. CEILING AND BAR JOISTS TO BE EXPOSED IN FINAL RENOVATION. REMOVE ANY REMAINING CEILING GRID, CEILING TILES, DRYWALL LID AFTER ASBETOS ABATEMENT WORK IS COMPLETED IN PREPARATION FOR REPAIR AND PATCH OF ANY ROUGH OR DAMAGED AREAS. CEILING AND BAR JOISTS TO BE EXPOSED IN FINAL RENOVATION. 0'1'2'4'6'10'18' SCALE: 1/4" - 1'-0"Scale Date Drawn By Checked By Project Number SpaceIntoPlace Architecture + Design Ginny Gerhart McFarland, AIA Estes Park, Colorado Phone: 303.731.3751 Email: Ginny@SpaceIntoPlace.com DA T E : 2 0 2 0 - 0 6 - 0 5 - S E T T O D A T E ( U P D A T E D ) - 1/4" = 1'-0" 6/ 5 / 2 0 2 0 8 : 4 6 : 1 8 A M A102 FIRST LEVEL RCP (EXISTING / DEMO) 11 8 0 W O O D S T O C K D R I V E ES T E S P A R K , C O L O R A D O 8 0 5 1 7 TR A I L B L A Z E R B R O A D B A N D B U S I N E S S OP E R A T I O N S C E N T E R Checker Author 2020.05.02 00000.00 ----- 1/4" = 1'-0"A102 1 FIRST LEVEL RCP (EXISTING / DEMO) NORTH No. Description Date 0'1'2'4'6'10'18' SCALE: 1/4" - 1'-0" TO BE COMPLETED IN PHASE TWO IN CONSULTATION WITH OWNER: REMOVE MANSARD-LIKE ROOF ELEMENT ON THREE SIDES OF THE BUILDING. OWNER/ARCHITECT TO ASSESS EXTENT OF DEMO OF PARAPET WALL AFTER EXTERIOR MATERIALS/ SHEATHING IS REMOVED ROOF AND STRUCTURE TO REMAIN Scale Date Drawn By Checked By Project Number SpaceIntoPlace Architecture + Design Ginny Gerhart McFarland, AIA Estes Park, Colorado Phone: 303.731.3751 Email: Ginny@SpaceIntoPlace.com DA T E : 2 0 2 0 - 0 6 - 0 5 - S E T T O D A T E ( U P D A T E D ) - 1/4" = 1'-0" 6/ 5 / 2 0 2 0 8 : 4 6 : 1 8 A M A103 ROOF PLAN (EXISTING / DEMO) 11 8 0 W O O D S T O C K D R I V E ES T E S P A R K , C O L O R A D O 8 0 5 1 7 TR A I L B L A Z E R B R O A D B A N D B U S I N E S S OP E R A T I O N S C E N T E R Checker Author 2020.05.02 00000.00 ----- NORTH 1/4" = 1'-0"A103 1 ROOF LEVEL (EXISTING / DEMO) No. Description Date DF RE F . 1 A301 2 A301 B 105 C E G H J K L 106 108 112 114 116 117 115 107 119 120 1' - 7 1/2" 15' - 6 3/16"13' - 9 3/4"6' - 6 7/8"6' - 8 1/8"6' - 6 7/8" 3' - 2 1/2"± 23/32" ± 17' - 0 31/32"5' - 8 1/32"7' - 6 17/32" ± 9 ' - 4 2 5 / 3 2 " ± 9 ' - 0 1 3 / 1 6 " ± 4 ' - 3 2 1 / 3 2 " 6' - 1 0 " 11 ' - 7 3 / 8 " 7' - 9 3/16" ± 17' - 9 27/32" 100' - 0" 100' - 0" EX W-1-3 W-1-3 W-1-3 W-1-3 W-1-3 EX W-1-6 W-1-3W-1-3 W-1-3 W-1-3 W-1-3 W-1-3 W-1-3 W-1-3 EX EX EX EX EX EX EX EX EXEX EX W-1-3 A113 1 Sim O N W-3 W-3 100' - 0" 103 ALIGN NEW DOOR WITH NORTH EDGE OF DEMO'D DOOR A113 2 Sim W-1-6 W-1-3 FIN. CLEAR 48" MIN. W-1-3 6' - 9 7/16"3' - 6"3' - 2 1/4"5' - 10 13/16"2' - 9" 118113 121 NEW WALL INFILL OLD DOOR OPENING - RE: DEMO PLAN NEW WALL INFILL OLD DOOR OPENING AS REQUIRED - RE: DEMO PLAN - INSTALL NEW WINDOW UNIT NEW WALL INFILL OLD DOOR OPENING - RE: DEMO PLAN ENTRY / WAITINGENTRY / WAITINGENTRY / WAITINGENTRY / WAITING 101 WORK AREA 3WORK AREA 3WORK AREA 3WORK AREA 3 102 OFFICE 1OFFICE 1OFFICE 1OFFICE 1 103 WORK AREA 2WORK AREA 2WORK AREA 2WORK AREA 2 104 OFFICE 5OFFICE 5OFFICE 5OFFICE 5 105 CONFERENCE LARGECONFERENCE LARGECONFERENCE LARGECONFERENCE LARGE 106 OFFICE 2OFFICE 2OFFICE 2OFFICE 2 107 WOMENWOMENWOMENWOMEN 109 JAN. CLOSETJAN. CLOSETJAN. CLOSETJAN. CLOSET 110 MENMENMENMEN 112 HALLWAY 1HALLWAY 1HALLWAY 1HALLWAY 1 108 STORAGE 1STORAGE 1STORAGE 1STORAGE 1 119 STORAGE 2STORAGE 2STORAGE 2STORAGE 2 120 BREAK AREABREAK AREABREAK AREABREAK AREA 113 OFFICE 3OFFICE 3OFFICE 3OFFICE 3 114 HALLWAY 2HALLWAY 2HALLWAY 2HALLWAY 2 115 OFFICE 4OFFICE 4OFFICE 4OFFICE 4 116 WORK AREA 1WORK AREA 1WORK AREA 1WORK AREA 1 117 SERVER ROOMSERVER ROOMSERVER ROOMSERVER ROOM 118 A D F REPLACE EXISTING WINDOW WITH NEW UNIT IN THE SAME PLACE REPLACE EXISTING WINDOW WITH NEW UNIT IN THE SAME PLACE REPLACE EXISTING WINDOW WITH NEW UNIT IN THE SAME PLACE W-1-6 110 W-1-3 EX MECHMECHMECHMECH 111 20 ' - 8 " 19 ' - 4 " M FUTURE STEEL COLUMN - EXACT SIZE & LOCATION TO BE COORD. WITH STRUCT. ENGINEER - TYP. ALIGN WINDOW JAMB 4" NORTH OF COLUMN FACE 104 22' - 11 3/8"6' - 7 1/2"26' - 10 3/8" OPERABLE WALL PARTITION NEW DOOR NEW WINDOW NEW DOOR IN EXISTING OPENING NEW WINDOW NEW WINDOW 2 A252 W2 1 3 0 W4 2 3 0 W4 2 3 0 3A252 W-1-3 180 DEG. SWING HINGE 111 NEW HOT WATER HEATER MOUNTED ABOVE SINK REPAIR AND PATCH ALL OPENINGS IN CMU EXTERIOR WALL PREPARE EXTERIOR FOR NEW FINISH AS SHOWN ON ELEVATIONS W-2-3 W-2-3 W-2-3 W-2-3 W-2-3 W-2-3 W-2-3 W-2-3 W-2-3 W-2-3 W-2-3 W-2-3 W-2-3 W-2-3 7' - 7 1 / 2 " 18 ' - 5 " 4' - 4 1 / 4 " 4' - 7 5 / 8 " 3' - 8 3 / 8 " 7 3 / 8 " 9' - 8 1 / 2 " 4" 4" 1' - 10"2' - 6"5' - 2 3/8" 5' - 6" 4" 8' - 4 1/2" 6' - 6" 1' - 4 1/32" 12 ' - 7 2 3 / 3 2 " 10 ' - 7 7 / 8 " 4' - 9 5 / 1 6 " 9' - 6 7 / 1 6 " 13 ' - 9 1 / 8 " 9' - 10 3/8"12' - 5 1/8" 4" 11 ' - 7 3 / 8 " 4" 8' - 0 " 18' - 10 15/16" 4" EX W-1-3 W V 2' - 6 " 2' - 1 5 / 8 " 1' - 1 0 " 2' - 6 " FI N . C L E A R 12 " M I N . W-1-3 W-1-6 X 2' - 6"2' - 4" W-1-3 DD W-8 42' - 4 9/32" 4' - 3 2 9 / 3 2 " 8' - 3 2 7 / 3 2 " 7' - 10 1/32"AC CONDENSERS - COORD. IN THE FIELD EXISTING FROSTPROOF HOSE BIBB TO REMAIN - FIELD VERIFY EXACT LOCATION EXISTING FROSTPROOF HOSE BIBB TO REMAIN, REPAIR AS NEEDED - FIELD VERIFY EXACT LOCATION 36' - 8 1/8" REMOVE AND SEAL THE VENTS ON THE NORTH WALL OF SERVER ROOM. VERIFY WITH OWNER FOR COOPERATION WITH MECHANICAL CONTRACTOR W-1-3 W-1-3 35' - 8 9/16" VV UU WW XX YY ZZ SEE PANEL SCHEDULE SHEET A601 5' - 1 0 " 33' - 2" 102 VIOP SYSTEM BOX - RE: ELEC. 1/ 2 " 3 1 / 2 " 0'1'2'4'6'10'18' SCALE: 1/4" - 1'-0" GENERAL NOTES - REMODELED PLAN: 1.DIMENSIONS TO EXISTING WALL ARE BASED OFF OF GYP. FINISH. FIELD VERIFY ALL EXISTING ELEMENTS 2.ALL OTHER DIMENSIONS ARE TAKEN TO FACE OF METAL STUDS 3.TYPICAL INTERIOR WALL: 2X4 METAL STUDS W/ 5/8" GYP. BD. ON EACH SIDE UNLESS OTHERWISE INDICATED (UOI). 4.TYPICAL CUSTOM INTERIOR WALL: FRAME WIDTH AS REQ'D. FOR A FLUSH FINISH WITH THE SECTIONAL PANEL GLAZED DOOR ASSEMBLIES - COORD. WITH STRUCTURAL JOISTS ABOVE. 5.NEW WALL CONTINUED OFF EXISTING WALL: COORD. NEW WALL ASSEMBLY IN THE FIELD FOR A FLUSH & CLEAN CONNECTION BETWEEN THE NEW & EXISTING WALL. 6.DRYWALL FINISH TO BE LEVEL 5 FINISH BELOW THE BOTTOM BAR JOIST (APPROXIMATE HEIGHT 9'-6") AND LEVEL 1 FINISH ABOVE THE BOTTOM OF BAR JOIST. 7.EXISTING WALL OPENING INFILL: COORD. INFILL WALL ASSEMBLY TO MATCH ADJACENT EXISTING WALL. 8.ELECTRICAL PLAN TO SERVE AS BASIS FOR DESIGN. PLEASE SUBMIT PLANS FOR DEFERRED SUBMITTAL & FIXTURE PROPOSALS. CONFER WITH ARCHITECT& OWNER FOR FINAL FIXTURE SELECTION. FOR BIDDING PURPOSES, PROVIDE ALLOWANCE AMOUNT FOR LIGHTING FIXTURES. 9.SUB-FLOOR / CONCRETE SLAB ON GRADE UNDER REMOVED EXISTING FLOORING TO BE LEVELED AND PREPARED AS REQUIRED BY NEW FLOORING MFR. SPECIFICATIONS AND WARRANTY. 10.SECTIONAL PANE AT CONFERENCE ROOM TO BE INSTALLED IN STRICT CONFORMANCE WITH MFR. SPECIFICATIONS AND WARRANTY. INSTALLATION REQUIREMENTS SHALL BE COORDINATED IN THE FIELD WITH THE MFR., ARCHITECT, STRUCTURAL ENGINEER & OTHER RELATED / ADJACENT TRADES. 11.STOREFRONT ASSEMBLY TO BE INSTALLED IN STRICT CONFORMANCE WITH MFR. SPECIFICATIONS AND WARRANTY. INSTALLATION REQUIREMENTS SHALL BE COORDINATED IN THE FIELD WITH THE MFR., ARCHITECT, STRUCTURAL ENGINEER & OTHER RELATED / ADJACENT TRADES. 12.LIGHTING & INSTALLATION OF FIXTURES SHALL BE IN COMPLIANCE WITH ALL APPLICABLE GOVERNING ELECTRICAL CODES. 13.PROVIDE VENTILATION ACCESS FOR HVAC SUPPLY / RETURN. 14.PROVIDE ALLOWANCE FOR BUILT IN CABINETS WITH DOORS, AT CONFERENCE ROOM WEST WALL AND IN BREAK ROOM EAST WALL. CONFERENCE ROOM: 1.PROVIDE PENDANT OR STRIP SUSPENSION APPARATUS FOR PROJECTORS, LIGHTING & SPEAKERS AS REQUIRED PER OWNER. 2.PROVIDE ALLOWANCE FOR PURCHASE & INSTALLATION OF AV SOUND AND VISUAL SYSTEM PER OWNER REQUEST. Scale Date Drawn By Checked By Project Number SpaceIntoPlace Architecture + Design Ginny Gerhart McFarland, AIA Estes Park, Colorado Phone: 303.731.3751 Email: Ginny@SpaceIntoPlace.com DA T E : 2 0 2 0 - 0 6 - 0 5 - S E T T O D A T E ( U P D A T E D ) - As indicated 6/ 5 / 2 0 2 0 8 : 4 6 : 2 0 A M A111a FIRST LEVEL PLAN (REMODEL PHASE 1) 11 8 0 W O O D S T O C K D R I V E ES T E S P A R K , C O L O R A D O 8 0 5 1 7 TR A I L B L A Z E R B R O A D B A N D B U S I N E S S OP E R A T I O N S C E N T E R VGM EM 2020.05.02 00000.00 ----- 1/4" = 1'-0"A111a 1 FIRST LEVEL (REMODEL PHASE 1) NORTH No. Description Date DF RE F . 1 A312 NEW EXTERIOR CLADDING - REFER TO EXTERIOR ELEVATIONS NEW EXTERIOR CLADDING - REFER TO EXTERIOR ELEVATIONS NEW EXTERIOR CLADDING - REFER TO EXTERIOR ELEVATIONS NE W E X T E R I O R C L A D D I N G - R E F E R T O E X T E R I O R E L E V A T I O N S NE W E X T E R I O R C L A D D I N G - R E F E R T O E X T E R I O R E L E V A T I O N S EXTERIOR WOOD COLUMNS - 8X8 TIMBER COLUMN SHOWN FOR REFERENCE ONLY - RE: STRUCT. - TYP. HSS4X4X1/4 COLUMNS SHOWN FOR REFERENCE ONLY - RE: STRUCT. - TYP. 101 AA BB CC 2 A312 NEW ENTRY FOYER CONCRETE FLOOR FINISH TO BE SMOOTH PREPARATION FOR INSTALLATION OF OUTDOOR WALL TO WALL WALK-OFF CARPET PRODUCT. COORDINATE SURFACE PREPARATION WITH OWNER AND MANUFACTURER INSTRUCTIONS FOR CARPET SELECTED BY OWNER. SLOPED ROOF ABOVE INSTALL NEW 4x4 POSTS (3) W/ FOUNDATIONS - COORD. EXACT LOCATION IN THE FIELD EXISTING ROOF STRUCTURE ABOVE 1' - 0 1/2" 6' - 0" 1' - 0 1/2" 48 " M I N . W-11-2LW-11-1D W-11-1L W-11-1D W-11-2L W-11-1D W-11-2L W-11-2L W-11-1DW-11-2L W-11-2L W-11-1D W-11-2L W-11-1D W-11-1L W-11-1L W-11-1L W-11-1L W-11-1L THIS DOOR PART OF PHASE ONE 21' - 5"12' - 2" 1' - 1" 10' - 0" 1' - 1" 11 1/2"8' - 1"11 1/2" 15 ' - 1 1 3 / 4 " 7' - 1 0 " 7' - 1 0 " 3 3 / 4 " 9' - 1 1 / 2 " 2 1 / 2 " 9' - 4 " 1' - 2 1 / 4 " 6' - 7 3 / 4 " W-11-1DW-11-2LCL OF 8X8 COLUMN ROOF ABOVE 0'1'2'4'6'10'18' SCALE: 1/4" - 1'-0" GENERAL NOTES - REMODELED PLAN: 1.DIMENSIONS TO EXISTING WALL ARE BASED OFF OF GYP. FINISH. FIELD VERIFY ALL EXISTING ELEMENTS 2.ALL OTHER DIMENSIONS ARE TAKEN TO FACE OF METAL STUDS 3.TYPICAL INTERIOR WALL: 2X4 METAL STUDS W/ 5/8" GYP. BD. ON EACH SIDE UNLESS OTHERWISE INDICATED (UOI). 4.TYPICAL CUSTOM INTERIOR WALL: FRAME WIDTH AS REQ'D. FOR A FLUSH FINISH WITH THE SECTIONAL PANEL GLAZED DOOR ASSEMBLIES - COORD. WITH STRUCTURAL JOISTS ABOVE. 5.NEW WALL CONTINUED OFF EXISTING WALL: COORD. NEW WALL ASSEMBLY IN THE FIELD FOR A FLUSH & CLEAN CONNECTION BETWEEN THE NEW & EXISTING WALL. 6.DRYWALL FINISH TO BE LEVEL 5 FINISH BELOW THE BOTTOM BAR JOIST (APPROXIMATE HEIGHT 9'-6") AND LEVEL 1 FINISH ABOVE THE BOTTOM OF BAR JOIST. 7.EXISTING WALL OPENING INFILL: COORD. INFILL WALL ASSEMBLY TO MATCH ADJACENT EXISTING WALL. 8.ELECTRICAL PLAN TO SERVE AS BASIS FOR DESIGN. PLEASE SUBMIT PLANS FOR DEFERRED SUBMITTAL & FIXTURE PROPOSALS. CONFER WITH ARCHITECT& OWNER FOR FINAL FIXTURE SELECTION. FOR BIDDING PURPOSES, PROVIDE ALLOWANCE AMOUNT FOR LIGHTING FIXTURES. 9.SUB-FLOOR / CONCRETE SLAB ON GRADE UNDER REMOVED EXISTING FLOORING TO BE LEVELED AND PREPARED AS REQUIRED BY NEW FLOORING MFR. SPECIFICATIONS AND WARRANTY. 10.SECTIONAL PANE AT CONFERENCE ROOM TO BE INSTALLED IN STRICT CONFORMANCE WITH MFR. SPECIFICATIONS AND WARRANTY. INSTALLATION REQUIREMENTS SHALL BE COORDINATED IN THE FIELD WITH THE MFR., ARCHITECT, STRUCTURAL ENGINEER & OTHER RELATED / ADJACENT TRADES. 11.STOREFRONT ASSEMBLY TO BE INSTALLED IN STRICT CONFORMANCE WITH MFR. SPECIFICATIONS AND WARRANTY. INSTALLATION REQUIREMENTS SHALL BE COORDINATED IN THE FIELD WITH THE MFR., ARCHITECT, STRUCTURAL ENGINEER & OTHER RELATED / ADJACENT TRADES. 12.LIGHTING & INSTALLATION OF FIXTURES SHALL BE IN COMPLIANCE WITH ALL APPLICABLE GOVERNING ELECTRICAL CODES. 13.PROVIDE VENTILATION ACCESS FOR HVAC SUPPLY / RETURN. 14.PROVIDE ALLOWANCE FOR BUILT IN CABINETS WITH DOORS, AT CONFERENCE ROOM WEST WALL AND IN BREAK ROOM EAST WALL. CONFERENCE ROOM: 1.PROVIDE PENDANT OR STRIP SUSPENSION APPARATUS FOR PROJECTORS, LIGHTING & SPEAKERS AS REQUIRED PER OWNER. 2.PROVIDE ALLOWANCE FOR PURCHASE & INSTALLATION OF AV SOUND AND VISUAL SYSTEM PER OWNER REQUEST. 1 A312 2 A312 16 ' - 3 1 / 2 " 6' - 1 1 1 / 2 " 9' - 1 1 / 2 " 2 1 / 2 " 2' - 6 1/2"8' - 1"2' - 6 1/2" 13' - 2" 3 3 / 4 " 7' - 1 0 " 7' - 1 0 " 3 3 / 4 " 1' - 1" 10' - 0" 1' - 1" 6" 12' - 2" 6" STUCCO NOT SHOWN FOR CLARITY Scale Date Drawn By Checked By Project Number SpaceIntoPlace Architecture + Design Ginny Gerhart McFarland, AIA Estes Park, Colorado Phone: 303.731.3751 Email: Ginny@SpaceIntoPlace.com DA T E : 2 0 2 0 - 0 6 - 0 5 - S E T T O D A T E ( U P D A T E D ) - As indicated 6/ 5 / 2 0 2 0 8 : 4 6 : 2 1 A M A111b FIRST LEVEL PLAN (REMODEL PHASE 2) 11 8 0 W O O D S T O C K D R I V E ES T E S P A R K , C O L O R A D O 8 0 5 1 7 TR A I L B L A Z E R B R O A D B A N D B U S I N E S S OP E R A T I O N S C E N T E R Checker Author 2020.05.02 00000.00 ----- 1/4" = 1'-0"A111b 1 FIRST LEVEL (REMODEL PHASE 2) NORTH 1/4" = 1'-0"A111b 2 FOUNDATION (REMODEL PHASE 2) No. Description Date DF 1 A301 16 " - 1 8 " 60 " M I N . F I N . C L E A R 15 " M I N . F I N . C L E A R 39" - 41"39" - 41" 36 " M I N . 24 " M I N . 12 " M I N . 16 " - 1 8 " 42" MIN.12" MAX.12" MAX.42" MIN. 12 " M I N . 24 " M I N . 36 " M I N . 15 " M I N . F I N . C L E A R 52" MIN.52" MIN. 60 " M I N . F I N . C L E A R 1 A2512 A251 3 A251 4A251 6A251 5 A251 7 A2518 A251 6' - 6 7/8"6' - 8 1/8"6' - 6 7/8" WOMENWOMENWOMENWOMEN 109 JAN. CLOSETJAN. CLOSETJAN. CLOSETJAN. CLOSET 110 MENMENMENMEN 112 114 115 116 117 EX W-1T-3 W-1T-6 W-1T-3 W-1T-3 W-1T-6 W-1T-3 W-2T-3W-2T-3 GRAB BAR BACKING AS REQ'D BY MFR. SPEC. GRAB BAR AS REQ'D BY CODE PLUMBING FIXTURES TO BE PICKED BY OWNER WALL MOUNTED MIRROR TYP. - CALLOUTS SHOWN FOR WOMENS RESTROOM APPLIES TO MENS RESTROOM REQ'D ACCESSIBLE CLEARANCE PER CODE - TYP. 118 113 EX W-1-6 W-1-3 W-1-3 1 A252 15" MIN. 15" MIN. W-1-6 W-1-3 FIN. CLEAR 18" MIN.FIN. CLEAR 12" MIN. COORD. WALL LOCATION WITH DRINKING FOUNTAIN & ACCESSIBLE CLEARANCE FOR ADJACENT DOOR 117 FIN. CLEAR 12" MIN. W-2-3 8' - 4" 4' - 4 1/4" 1' - 8" 8' - 4" 4' - 10" 1' - 2 1/4" 4" 3' - 4 3/8" 4' - 7 5/8" 6' - 9 7/16"3' - 6"3' - 2 1/4"5' - 10 13/16" 1' - 2" 24" MAX. W-1-3 FIN. CLEAR 24" MIN. W-1-3 W-1-6 NEW HOT WATER HEATER MOUNTED ABOVE SINK W-1-3 GENERAL NOTES - REMODELED PLAN: 1.DIMENSIONS TO EXISTING WALL ARE BASED OFF OF GYP. FINISH. FIELD VERIFY ALL EXISTING ELEMENTS 2.ALL OTHER DIMENSIONS ARE TAKEN TO FACE OF METAL STUDS 3.TYPICAL INTERIOR WALL: 2X4 METAL STUDS W/ 5/8" GYP. BD. ON EACH SIDE UNLESS OTHERWISE INDICATED (UOI). 4.TYPICAL CUSTOM INTERIOR WALL: FRAME WIDTH AS REQ'D. FOR A FLUSH FINISH WITH THE SECTIONAL PANEL GLAZED DOOR ASSEMBLIES - COORD. WITH STRUCTURAL JOISTS ABOVE. 5.NEW WALL CONTINUED OFF EXISTING WALL: COORD. NEW WALL ASSEMBLY IN THE FIELD FOR A FLUSH & CLEAN CONNECTION BETWEEN THE NEW & EXISTING WALL. 6.DRYWALL FINISH TO BE LEVEL 5 FINISH BELOW THE BOTTOM BAR JOIST (APPROXIMATE HEIGHT 9'-6") AND LEVEL 1 FINISH ABOVE THE BOTTOM OF BAR JOIST. 7.EXISTING WALL OPENING INFILL: COORD. INFILL WALL ASSEMBLY TO MATCH ADJACENT EXISTING WALL. 8.ELECTRICAL PLAN TO SERVE AS BASIS FOR DESIGN. PLEASE SUBMIT PLANS FOR DEFERRED SUBMITTAL & FIXTURE PROPOSALS. CONFER WITH ARCHITECT& OWNER FOR FINAL FIXTURE SELECTION. FOR BIDDING PURPOSES, PROVIDE ALLOWANCE AMOUNT FOR LIGHTING FIXTURES. 9.SUB-FLOOR / CONCRETE SLAB ON GRADE UNDER REMOVED EXISTING FLOORING TO BE LEVELED AND PREPARED AS REQUIRED BY NEW FLOORING MFR. SPECIFICATIONS AND WARRANTY. 10.SECTIONAL PANE AT CONFERENCE ROOM TO BE INSTALLED IN STRICT CONFORMANCE WITH MFR. SPECIFICATIONS AND WARRANTY. INSTALLATION REQUIREMENTS SHALL BE COORDINATED IN THE FIELD WITH THE MFR., ARCHITECT, STRUCTURAL ENGINEER & OTHER RELATED / ADJACENT TRADES. 11.STOREFRONT ASSEMBLY TO BE INSTALLED IN STRICT CONFORMANCE WITH MFR. SPECIFICATIONS AND WARRANTY. INSTALLATION REQUIREMENTS SHALL BE COORDINATED IN THE FIELD WITH THE MFR., ARCHITECT, STRUCTURAL ENGINEER & OTHER RELATED / ADJACENT TRADES. 12.LIGHTING & INSTALLATION OF FIXTURES SHALL BE IN COMPLIANCE WITH ALL APPLICABLE GOVERNING ELECTRICAL CODES. 13.PROVIDE VENTILATION ACCESS FOR HVAC SUPPLY / RETURN. 14.PROVIDE ALLOWANCE FOR BUILT IN CABINETS WITH DOORS, AT CONFERENCE ROOM WEST WALL AND IN BREAK ROOM EAST WALL. CONFERENCE ROOM: 1.PROVIDE PENDANT OR STRIP SUSPENSION APPARATUS FOR PROJECTORS, LIGHTING & SPEAKERS AS REQUIRED PER OWNER. 2.PROVIDE ALLOWANCE FOR PURCHASE & INSTALLATION OF AV SOUND AND VISUAL SYSTEM PER OWNER REQUEST. 17' - 9 27/32" ± 23/32" ± 17' - 0 31/32"± 5' - 8 1/32" W-1-3 W-1-3 W-1-3 W-1-3 DIMENSION - FACE OF STUD TO START OF CONFERENCE ROOM WALL CURVATURE A113 3 Sim 2 A252 W-1-3 W-1-3 W-3 W-3 W-1-3 W-8 ± 5' - 11" 13.83° 9.05° 9.42° 4' - 10 1/2" 5' - 8 7/32" 4' - 10 1/2" 5' - 8 1/32" ± 10' - 8 5/16" ± 23' - 1 7/32" 4 A252 T.O. WALL +/-48" - COORD. IN THE FIELD UU VV WW XX YY ZZ 17' - 4" W-1-3 2 1/16" 2' - 10" 2' - 10" 2" 2' - 10" 2' - 10"2" 2' - 10" 2' - 10" 2X2 METAL POST 2X2 METAL POST K L 4' - 0" ± 6' - 8 5/16" W-1-3 7' - 4 31/32" 7' - 4 9/32" 7' - 10 9/32" SEE PANEL SCHEDULE SHEET A601 SEE PANEL SCHEDULE SHEET A601 NOTE: FIELD VERIFY FURNITURE TYPE & LAYOUT WITH OWNER - FIELD VERIFY EXISTING DIMENSIONS OF EACH WORK STATION INDIVIDUALLY INCLUDING, BUT NOT LIMITED TO ANGLES, WALL CURVATURE, ETC. PRIOR TO THE FABRICATION AND INSTALLTION OF THE FURTNITURE - TYPICAL EACH WORK STATION ± 9' - 0 13/16" 147.70° PROVIDE DESKTOP RETURNS TO BE BUILT IN WITH END PANEL TO SUPPORT DESK TOP. CURVED TOPS TO BE FIELD VERIFIED PROIOR TO FABRICATION. PROVIDE TOP AND FASTEN TO RETRACTIBLE BASE. BASE ONLY TO BE PROVIDED BY OWNER. CURVED TOPS TO BE FIELD VERIFIED PROIOR TO FABRICATION. PROVIDE TOP AND FASTEN TO RETRACTIBLE BASE. BASE ONLY TO BE PROVIDED BY OWNER. PROVIDE DESKTOP RETURNS TO BE BUILT IN WITH END PANEL TO SUPPORT DESK TOP. ± 23/32" W-1-3 W-1-3 DIMENSION - FACE OF STUD TO START OF CONFERENCE ROOM WALL CURVATURE ± 4 11/16" W-1-3 UU Scale Date Drawn By Checked By Project Number SpaceIntoPlace Architecture + Design Ginny Gerhart McFarland, AIA Estes Park, Colorado Phone: 303.731.3751 Email: Ginny@SpaceIntoPlace.com DA T E : 2 0 2 0 - 0 6 - 0 5 - S E T T O D A T E ( U P D A T E D ) - As indicated 6/ 5 / 2 0 2 0 8 : 4 6 : 2 2 A M A113 ENLARGED PLANS (REMODEL) 11 8 0 W O O D S T O C K D R I V E ES T E S P A R K , C O L O R A D O 8 0 5 1 7 TR A I L B L A Z E R B R O A D B A N D B U S I N E S S OP E R A T I O N S C E N T E R Checker Author 2020.05.02 00000.00 ----- 1/2" = 1'-0"A113 1 FIRST LEVEL - RESTROOM 1/2" = 1'-0"A113 2 FIRST LEVEL - CONFERENCE WALL 3" = 1'-0"A113 3 CONFERENCE WALL (CORNER DETAIL) No. Description Date DF REF. 0'1'2'4'6'10'18' SCALE: 1/4" - 1'-0" 90.88 SF OFFICE 1OFFICE 1OFFICE 1OFFICE 1 103 247.64 SF WORK AREA 3WORK AREA 3WORK AREA 3WORK AREA 3 102 75.10 SF WORK AREA 2WORK AREA 2WORK AREA 2WORK AREA 2 104 125.39 SF OFFICE 5OFFICE 5OFFICE 5OFFICE 5 105 324.17 SF CONFERENCE LARGECONFERENCE LARGECONFERENCE LARGECONFERENCE LARGE 106 100.73 SF OFFICE 2OFFICE 2OFFICE 2OFFICE 2 107 48.54 SF WOMENWOMENWOMENWOMEN 109 17.84 SF JAN. CLOSETJAN. CLOSETJAN. CLOSETJAN. CLOSET 110 48.54 SF MENMENMENMEN 112 327.42 SF BREAK AREABREAK AREABREAK AREABREAK AREA 113 174.00 SF SERVER ROOMSERVER ROOMSERVER ROOMSERVER ROOM 118 131.47 SF OFFICE 3OFFICE 3OFFICE 3OFFICE 3 114 131.47 SF OFFICE 4OFFICE 4OFFICE 4OFFICE 4 116 41.11 SF HALLWAY 2HALLWAY 2HALLWAY 2HALLWAY 2 115 311.82 SF WORK AREA 1WORK AREA 1WORK AREA 1WORK AREA 1 117 172.37 SF HALLWAY 1HALLWAY 1HALLWAY 1HALLWAY 1 108 324.00 SF ENTRY / WAITINGENTRY / WAITINGENTRY / WAITINGENTRY / WAITING 101 41.90 SF STORAGE 1STORAGE 1STORAGE 1STORAGE 1 119 34.48 SF STORAGE 2STORAGE 2STORAGE 2STORAGE 2 120 ENG. WOOD FLOORING CARPET CARPET CARPET CARPET CARPET CARPET CERAMIC TILE CERAMIC TILECERAMIC TILE ENG. WOOD FLOORING VINYL FLOORING VINYL FLOORING EXISTING LINE EQUAL CHANGE IN FLOORING - TYP. LINE EQUAL CHANGE IN FLOORING - TYP. LINE EQUAL CHANGE IN FLOORING - TYP. CARPET CARPET CARPET CARPET ENG. WOOD FLOORING 40.79 SF MECHMECHMECHMECH 111 EXISTING 2 A252 3A252 Scale Date Drawn By Checked By Project Number SpaceIntoPlace Architecture + Design Ginny Gerhart McFarland, AIA Estes Park, Colorado Phone: 303.731.3751 Email: Ginny@SpaceIntoPlace.com DA T E : 2 0 2 0 - 0 6 - 0 5 - S E T T O D A T E ( U P D A T E D ) - 1/4" = 1'-0" 6/ 5 / 2 0 2 0 8 : 4 6 : 2 3 A M A115 FLOOR FINISH PLAN (REMODEL) 11 8 0 W O O D S T O C K D R I V E ES T E S P A R K , C O L O R A D O 8 0 5 1 7 TR A I L B L A Z E R B R O A D B A N D B U S I N E S S OP E R A T I O N S C E N T E R Checker Author 2020.05.02 00000.00 ----- NORTH 1/4" = 1'-0"A115 1 FIRST LEVEL - FLOOR FINISH (REMODEL) No. Description Date WH 0'1'2'4'6'10'18' SCALE: 1/4" - 1'-0" OPEN BAR JOIST EXPOSED CEILING; WALLS TO UNDERSIDE OF ROOF DECK; BLANKET INSULATION WITH CLASS A (ASTM E-84) WITH FLAME SPREAD <25 SIMPLE SAVER SYSEAL TTFP LINER SYSTEM FABRIC OR EQUAL THERMAL. BARRIER ATTACHED TO UNDERSIDE OF EXISTING ROOF DECK. R VALUE OF COMPOSITE ROOF ASSEMBY TO BE R-38 1' - 0"4' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"4' - 0"1' - 0" DIMENSIONS OF EXISTING BAR JOISTS ARE BASED ON FIELD MEASUREMENTS - GC TO FIELD VERIFY 8' - 5 3/8" B.O. GYP. BD.8' - 5 3/8" B.O. GYP. BD. DROPPED CEILING - TYP. BOTH RESTROOMS Scale Date Drawn By Checked By Project Number SpaceIntoPlace Architecture + Design Ginny Gerhart McFarland, AIA Estes Park, Colorado Phone: 303.731.3751 Email: Ginny@SpaceIntoPlace.com DA T E : 2 0 2 0 - 0 6 - 0 5 - S E T T O D A T E ( U P D A T E D ) - 1/4" = 1'-0" 6/ 5 / 2 0 2 0 8 : 4 6 : 2 3 A M A121 FIRST LEVEL RCP (REMODEL) 11 8 0 W O O D S T O C K D R I V E ES T E S P A R K , C O L O R A D O 8 0 5 1 7 TR A I L B L A Z E R B R O A D B A N D B U S I N E S S OP E R A T I O N S C E N T E R Checker Author 2020.05.02 00000.00 ----- NORTH 1/4" = 1'-0"A121 1 FIRST LEVEL RCP (REMODEL) No. Description Date 0'1'2'4'6'10'18' SCALE: 1/4" - 1'-0" 1 A301 2 A301 1 A312 2 A312 SLOPE VARIES - RE: ELEV & SECTIONS ± 1' - 7 31/32"11' - 1"2' - 0" 1' - 6" Scale Date Drawn By Checked By Project Number SpaceIntoPlace Architecture + Design Ginny Gerhart McFarland, AIA Estes Park, Colorado Phone: 303.731.3751 Email: Ginny@SpaceIntoPlace.com DA T E : 2 0 2 0 - 0 6 - 0 5 - S E T T O D A T E ( U P D A T E D ) - 1/4" = 1'-0" 6/ 5 / 2 0 2 0 8 : 4 6 : 2 4 A M A131 ROOF PLAN (REMODEL) 11 8 0 W O O D S T O C K D R I V E ES T E S P A R K , C O L O R A D O 8 0 5 1 7 TR A I L B L A Z E R B R O A D B A N D B U S I N E S S OP E R A T I O N S C E N T E R Checker Author 2020.05.02 00000.00 ----- NORTH 1/4" = 1'-0"A131 1 ROOF LEVEL (REMODEL PHASE 1) 1/4" = 1'-0"A131 2 ENTRY ROOF (REMODEL PHASE 2) No. Description Date FIRST LEVEL - T.O. SLAB 100' - 0" 2 A301 H 104 EXISTING COLUMNS TO BE REMOVED AND REPLACED AS PART OF PHASE II FIRST LEVEL - T.O. SLAB 100' - 0" 2 A301 E C BFD A DD 102 0'1'2'4'6'10'18' SCALE: 1/4" - 1'-0"Scale Date Drawn By Checked By Project Number SpaceIntoPlace Architecture + Design Ginny Gerhart McFarland, AIA Estes Park, Colorado Phone: 303.731.3751 Email: Ginny@SpaceIntoPlace.com DA T E : 2 0 2 0 - 0 6 - 0 5 - S E T T O D A T E ( U P D A T E D ) - 1/4" = 1'-0" 6/ 5 / 2 0 2 0 8 : 4 6 : 2 5 A M A201 EXTERIOR ELEVATIONS (REMODEL-PHASE I) 11 8 0 W O O D S T O C K D R I V E ES T E S P A R K , C O L O R A D O 8 0 5 1 7 TR A I L B L A Z E R B R O A D B A N D B U S I N E S S OP E R A T I O N S C E N T E R Checker Author 2020.05.02 00000.00 ----- 1/4" = 1'-0"A201 1 SOUTH ELEVATION (REMODEL-PHASE I) 1/4" = 1'-0"A201 2 NORTH ELEVATION (REMODEL-PHASE I) No. Description Date FIRST LEVEL - T.O. SLAB 100' - 0" 1 A301 J 103 FIRST LEVEL - T.O. SLAB 100' - 0" 1 A301 G 0'1'2'4'6'10'18' SCALE: 1/4" - 1'-0"Scale Date Drawn By Checked By Project Number SpaceIntoPlace Architecture + Design Ginny Gerhart McFarland, AIA Estes Park, Colorado Phone: 303.731.3751 Email: Ginny@SpaceIntoPlace.com DA T E : 2 0 2 0 - 0 6 - 0 5 - S E T T O D A T E ( U P D A T E D ) - 1/4" = 1'-0" 6/ 5 / 2 0 2 0 8 : 4 6 : 2 5 A M A202 EXTERIOR ELEVATIONS (REMODEL-PHASE I) 11 8 0 W O O D S T O C K D R I V E ES T E S P A R K , C O L O R A D O 8 0 5 1 7 TR A I L B L A Z E R B R O A D B A N D B U S I N E S S OP E R A T I O N S C E N T E R Checker Author 2020.05.02 00000.00 ----- 1/4" = 1'-0"A202 1 WEST ELEVATION (REMODEL-PHASE I) 1/4" = 1'-0"A202 2 EAST ELEVATION (REMODEL-PHASE I) No. Description Date 0'1'2'4'6'10'18' SCALE: 1/4" - 1'-0" FIRST LEVEL - T.O. SLAB 100' - 0" INSTALL NEW 4x4 POSTS (3) W/ FOUNDATIONS PATCH AND FILL ALL HOLES IN EXISTING CONCRETE BLOCK WALL TO MATCH EXISTING AND PREPARE FOR FINISH MATERIAL AS REQUIRED W-11-1LW-11-1L W-11-1L OWNER/ARCHITECT TO ASSESS EXTENT OF DEMO OF PARAPET WALL AFTER EXTERIOR MATERIALS/ SHEATHING IS REMOVED. FINISH HEIGHT & FINISH MATERIAL TO BE DETERMINED IN THE FIELD WITH CONSULTATION WITH OWNER / ARCHITECT. FIRST LEVEL - T.O. SLAB 100' - 0" 1 A312 TYPICAL 2' - 6" 1' - 0"1' - 0" 6"6" 1' - 0" 6" 1' - 0" W-11-1D W-11-2L W-11-1D W-11-1DW-11-2L W-11-1DW-11-1D W-11-2L W-11-1DW-11-1D W-11-2LW-11-1D TYPICAL 2' - 6" 1' - 5 1/2" 1' - 2 1/16" OWNER/ARCHITECT TO ASSESS EXTENT OF DEMO OF PARAPET WALL AFTER EXTERIOR MATERIALS/ SHEATHING IS REMOVED. FINISH HEIGHT & FINISH MATERIAL TO BE DETERMINED IN THE FIELD WITH CONSULTATION WITH OWNER / ARCHITECT. Scale Date Drawn By Checked By Project Number SpaceIntoPlace Architecture + Design Ginny Gerhart McFarland, AIA Estes Park, Colorado Phone: 303.731.3751 Email: Ginny@SpaceIntoPlace.com DA T E : 2 0 2 0 - 0 6 - 0 5 - S E T T O D A T E ( U P D A T E D ) - 1/4" = 1'-0" 6/ 5 / 2 0 2 0 8 : 4 6 : 2 6 A M A211 EXTERIOR ELEVATIONS (REMODEL-PHASE II) 11 8 0 W O O D S T O C K D R I V E ES T E S P A R K , C O L O R A D O 8 0 5 1 7 TR A I L B L A Z E R B R O A D B A N D B U S I N E S S OP E R A T I O N S C E N T E R Checker Author 2020.05.02 00000.00 ----- 1/4" = 1'-0" SCALE 1_4 1/4" = 1'-0"A211 1 SOUTH ELEVATION (REMODEL-PHASE II) 1/4" = 1'-0"A211 2 NORTH ELEVATION (REMODEL-PHASE II) No. Description Date FIRST LEVEL - T.O. SLAB 100' - 0" 2 A312 W-11-1L OWNER/ARCHITECT TO ASSESS EXTENT OF DEMO OF PARAPET WALL AFTER EXTERIOR MATERIALS/ SHEATHING IS REMOVED. FINISH HEIGHT & FINISH MATERIAL TO BE DETERMINED IN THE FIELD WITH CONSULTATION WITH OWNER / ARCHITECT. FIRST LEVEL - T.O. SLAB 100' - 0" 2 A312 INSTALL NEW 4x4 POSTS (3) W/ FOUNDATIONS W-11-1L OWNER/ARCHITECT TO ASSESS EXTENT OF DEMO OF PARAPET WALL AFTER EXTERIOR MATERIALS/ SHEATHING IS REMOVED. FINISH HEIGHT & FINISH MATERIAL TO BE DETERMINED IN THE FIELD WITH CONSULTATION WITH OWNER / ARCHITECT. 0'1'2'4'6'10'18' SCALE: 1/4" - 1'-0"Scale Date Drawn By Checked By Project Number SpaceIntoPlace Architecture + Design Ginny Gerhart McFarland, AIA Estes Park, Colorado Phone: 303.731.3751 Email: Ginny@SpaceIntoPlace.com DA T E : 2 0 2 0 - 0 6 - 0 5 - S E T T O D A T E ( U P D A T E D ) - 1/4" = 1'-0" 6/ 5 / 2 0 2 0 8 : 4 6 : 2 7 A M A212 EXTERIOR ELEVATIONS (REMODEL-PHASE II) 11 8 0 W O O D S T O C K D R I V E ES T E S P A R K , C O L O R A D O 8 0 5 1 7 TR A I L B L A Z E R B R O A D B A N D B U S I N E S S OP E R A T I O N S C E N T E R Checker Author 2020.05.02 00000.00 ----- 1/4" = 1'-0"A212 1 WEST ELEVATION (REMODEL-PHASE II) 1/4" = 1'-0"A212 2 EAST ELEVATION (REMODEL-PHASE II) No. Description Date FIRST LEVEL - T.O. SLAB 100' - 0" 39" - 41" 18" MIN. 17" - 19" 7" - 9" 4' - 0" 42" MIN.12" MAX. 54" MIN. 39" - 41" 42" MAX. 2' - 0" 3' - 0" 1-1/2" MIN. 18" MIN. 33" - 36" DISPENSER(9) GRAB BARS AS REQUIRED BY CODE(5)(6)(7) GRAB BARS AS REQUIRED BY CODE(5)(6)(7) WALL TILE - RE: OWNER FIRST LEVEL - T.O. SLAB 100' - 0" 1 A301 40" MAX. 34" MAX. 27" MIN. 17" - 19" 60" MIN. FIN. CLEAR 16" - 18" 33" - 36" 18" MIN. 39" - 41" 4' - 0" 12" MIN.24" MIN. 36" MIN. FN. CLEAR 15" MIN. WALL TILE - RE: OWNER WALL MOUNTED MIRROR LAVATORY EXPOSED PIPES & SURFACE PROTECTION (10) GRAB BARS AS REQUIRED BY CODE(5)(6)(7) FIRST LEVEL - T.O. SLAB 100' - 0" 8" MIN. 11" MIN. 9" MIN. 27" MIN. 34" MAX. 40" MAX. 4' - 0" WALL TILE - RE: OWNER WALL MOUNTED MIRROR LAVATORY TOE & KNEE CLEARANCE (8) TOE & KNEE CLEARANCE (8) EXPOSED PIPES & SURFACE PROTECTION (10) FIRST LEVEL - T.O. SLAB 100' - 0" 1 A301 4' - 0" 114 WALL TILE - RE: OWNER FIRST LEVEL - T.O. SLAB 100' - 0" 1-1/2" MIN. 18" MIN. 7" - 9" 17" - 19" 2' - 0" 3' - 0" 42" MIN.12" MAX. 54" MIN. 39" - 41" 42" MAX. 33" - 36" 39" - 41" 18" MIN. 4' - 0" DISPENSER(9) GRAB BARS AS REQUIRED BY CODE(5)(6)(7) GRAB BARS AS REQUIRED BY CODE(5)(6)(7) WALL TILE - RE: OWNER FIRST LEVEL - T.O. SLAB 100' - 0" 1 A301 60" MIN. FIN. CLEAR 16" - 18" 17" - 19" 24" MIN.12" MIN. 36" MIN. 33" - 36" 18" MIN. 39" - 41" 4' - 0" FIN. CLEAR 15" MIN 27" MIN. 34" MAX. 40" MAX. WALL TILE - RE: OWNER WALL MOUNTED MIRROR LAVATORY EXPOSED PIPES & SURFACE PROTECTION (10) GRAB BARS AS REQUIRED BY CODE(5)(6)(7) FIRST LEVEL - T.O. SLAB 100' - 0" 9" MIN. 8" MIN. 11" MIN. 27" MIN. 34" MAX. 40" MAX. 4' - 0" WALL TILE - RE: OWNER WALL MOUNTED MIRROR LAVATORY TOE & KNEE CLEARANCE (8) TOE & KNEE CLEARANCE (8) EXPOSED PIPES & SURFACE PROTECTION (10) FIRST LEVEL - T.O. SLAB 100' - 0" 1 A301 116 4' - 0" WALL TILE - RE: OWNER 1.THESE INTERIOR ELEVATIONS REFERENCES THE REQUIREMENTS AND SPECIFICATIONS FOR FULLY ACCESSIBLE SPACE AS SPECIFIED WITHIN THE 2010 ADA, 2015 IBC & ICC/ANSI A117.1-2009. 2.CALLOUTS WITHIN THE INTERIOR ELEVATIONS REFERENCE THE 2010 ADA (ADA) & ICC/ANSI A117.1-2009 (ANSI). 3.ABBREVIATIONS: A.2010 ADA SHALL BE FURTHER REFERENCED AS ADA. B.ICC/ANSI A117.1-2009 SHALL BE FURTHER REFERENCED AS ANSI. 4.DIMENSIONS ARE TO INTERIOR FINISH. 5.GRAB BAR BACKING SHALL BE PROVIDED AS SPECIFIED WITHIN THE ADA & ANSI. THE TYPE & STRENGTH OF THE GRAB BAR BACKING SHALL BE PER THE MFR. SPECIFICATIONS OF THE PRODUCT BEING ATTACHED TO IT. 6.A VERTICAL GRAB BAR AT THE SIDE WALL OF THE WATER CLOSET IS NOT REQUIRED IN THE ADA, BUT IS A REQUIREMENT SPECIFIED WITHIN THE ANSI. 7.VERTICAL GRAB BAR SHALL BE ATTACHED TO THE SAME SURFACE AT BOTH ENDS. 8.TOE & KNEE CLEARANCES PER ANSI & ADA SECTION 306 (INCLUDING ITS SUBSECTIONS). 9.DISPENSER ADJACENT TO W.C. - DIMENSIONS SHOWN ARE BASED ON A PROTRUDING DISPENSER IN COMPLIANCE WITH BOTH ADA & ANSI. RECESSED DISPENSER VARIES - GC TO COORD. IN THE FIELD. 10.EXPOSED PIPES AND SURFACE PROTECTION PER ADA SECTION 606.5 & ANSI SECTION 606.6. 11.ALL FIXTURES & RELATED ELEMENTS SHALL BE FULLY ADA COMPLIANT AND INSTALLED IN CONFORMANCE WITH MFR. SPEC. & WARRANTY, ADA & ANSI, WHICHEVER IS MORE STRINGENT. 12.ADDITIONAL REQUIREMENTS AND SPECIFICATIONS MAY BE REQUIRED THAT ARE NOT INCLUDED AS A PART OF THESE NOTE. GC TO COORD. & VERIFY ALL ACCESSIBLE REQUIREMENTS AND FINISHED CLEARANCES IN COMPLIANCE WITH ADA & ANSI. 13.GC TO PROVIDE PAPER TOWEL HOLDER, TP HOLDER AND SOAP DISPENSER TO BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF ADA AND/OR ANSI AND IN CONSULTATION WITH OWNER FOR FINAL PLACEMENT DURING CONSTRUCTION. INTERIOR ELEVATION NOTES: Scale Date Drawn By Checked By Project Number SpaceIntoPlace Architecture + Design Ginny Gerhart McFarland, AIA Estes Park, Colorado Phone: 303.731.3751 Email: Ginny@SpaceIntoPlace.com DA T E : 2 0 2 0 - 0 6 - 0 5 - S E T T O D A T E ( U P D A T E D ) - As indicated 6/ 5 / 2 0 2 0 8 : 4 6 : 3 0 A M A251 INTERIOR ELEVATIONS (REMODEL) 11 8 0 W O O D S T O C K D R I V E ES T E S P A R K , C O L O R A D O 8 0 5 1 7 TR A I L B L A Z E R B R O A D B A N D B U S I N E S S OP E R A T I O N S C E N T E R VGM EM 2020.05.02 00000.00 ----- 3/4" = 1'-0"A251 1 WOMEN-1 3/4" = 1'-0"A251 2 WOMEN-2 3/4" = 1'-0"A251 3 WOMEN-3 3/4" = 1'-0"A251 4 WOMEN-4 3/4" = 1'-0"A251 5 MEN-1 3/4" = 1'-0"A251 6 MEN-2 3/4" = 1'-0"A251 7 MEN-3 3/4" = 1'-0"A251 8 MEN-4 No. Description Date FIRST LEVEL - T.O. SLAB 100' - 0" 36" MAX (SPOUT OUTLET) 27" MIN. STANDING PERSONS 38" - 43" (SPOUT OUTLET) DRINKING FOUNTAIN BASIS OF DESIGN: ELKAY - LZ SERIES - LZSTL8WSLK FILTERED BI-LEVEL WATER COOLER & EZH2O BOTTLE FILLER - UNIT SHOWN IS FOR GENERAL REFERENCE ONLY AND MAY NOT MATCH THE PROPOSED UNIT EXACTLY - INSTALL UNIT PER MFR. SPEC. IN COMPLIANCE WITH ANY AND ALL APPLICABLE CODES AND REGULATIONS. 15" MIN. 3' - 0" 15" MIN. 1.THESE INTERIOR ELEVATIONS REFERENCES THE REQUIREMENTS AND SPECIFICATIONS FOR FULLY ACCESSIBLE SPACE AS SPECIFIED WITHIN THE 2010 ADA, 2015 IBC & ICC/ANSI A117.1-2009. 2.CALLOUTS WITHIN THE INTERIOR ELEVATIONS REFERENCE THE 2010 ADA (ADA) & ICC/ANSI A117.1-2009 (ANSI). 3.ABBREVIATIONS: A.2010 ADA SHALL BE FURTHER REFERENCED AS ADA. B.ICC/ANSI A117.1-2009 SHALL BE FURTHER REFERENCED AS ANSI. 4.DIMENSIONS ARE TO INTERIOR FINISH. 5.GRAB BAR BACKING SHALL BE PROVIDED AS SPECIFIED WITHIN THE ADA & ANSI. THE TYPE & STRENGTH OF THE GRAB BAR BACKING SHALL BE PER THE MFR. SPECIFICATIONS OF THE PRODUCT BEING ATTACHED TO IT. 6.A VERTICAL GRAB BAR AT THE SIDE WALL OF THE WATER CLOSET IS NOT REQUIRED IN THE ADA, BUT IS A REQUIREMENT SPECIFIED WITHIN THE ANSI. 7.VERTICAL GRAB BAR SHALL BE ATTACHED TO THE SAME SURFACE AT BOTH ENDS. 8.TOE & KNEE CLEARANCES PER ANSI & ADA SECTION 306 (INCLUDING ITS SUBSECTIONS). 9.DISPENSER ADJACENT TO W.C. - DIMENSIONS SHOWN ARE BASED ON A PROTRUDING DISPENSER IN COMPLIANCE WITH BOTH ADA & ANSI. RECESSED DISPENSER VARIES - GC TO COORD. IN THE FIELD. 10.EXPOSED PIPES AND SURFACE PROTECTION PER ADA SECTION 606.5 & ANSI SECTION 606.6. 11.ALL FIXTURES & RELATED ELEMENTS SHALL BE FULLY ADA COMPLIANT AND INSTALLED IN CONFORMANCE WITH MFR. SPEC. & WARRANTY, ADA & ANSI, WHICHEVER IS MORE STRINGENT. 12.ADDITIONAL REQUIREMENTS AND SPECIFICATIONS MAY BE REQUIRED THAT ARE NOT INCLUDED AS A PART OF THESE NOTE. GC TO COORD. & VERIFY ALL ACCESSIBLE REQUIREMENTS AND FINISHED CLEARANCES IN COMPLIANCE WITH ADA & ANSI. 13.GC TO PROVIDE PAPER TOWEL HOLDER, TP HOLDER AND SOAP DISPENSER TO BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF ADA AND/OR ANSI AND IN CONSULTATION WITH OWNER FOR FINAL PLACEMENT DURING CONSTRUCTION. INTERIOR ELEVATION NOTES: FIRST LEVEL - T.O. SLAB 100' - 0" 2' - 10" W4230 W4230 W2130FILL FILL TOE KICK BASE BOARD 13" DEEP COUNTERTOP 6' - 0" 3' - 0" 9' - 0" UU FIRST LEVEL - T.O. SLAB 100' - 0" 3' - 0" 1' - 8" 2' - 10" FILL B3332.5 DB41832.5 SB3332.5 B3332.5 DB42132.5 TOE KICK BASE BOARD 25" DEEP COUNTERTOP SINK FRIDGE COORD. DEPTH OF CABINET WITH OWNER 'S FRIDGE REFRIGERATOR N.I.C. - BY OWNER FILL W3336 W1836 W3336 W3336 W2136 W3618 FILL FIRST LEVEL - T.O. SLAB 100' - 0" 3' - 0" 2' - 0" 4' - 0" L K 9' - 0" ZZ YY WWXX VV UU PANEL SCHEDULE: PLATE GLASS WITH U- CHANNELS ON TOP AND BOTTOM, SILICONE SEALED BUTT JOINT VERTICALLY AND ALSO SILICONE SEALED TO 2X2 POST WRAPPED IN BREAK METAL. Scale Date Drawn By Checked By Project Number SpaceIntoPlace Architecture + Design Ginny Gerhart McFarland, AIA Estes Park, Colorado Phone: 303.731.3751 Email: Ginny@SpaceIntoPlace.com DA T E : 2 0 2 0 - 0 6 - 0 5 - S E T T O D A T E ( U P D A T E D ) - As indicated 6/ 5 / 2 0 2 0 8 : 4 6 : 3 1 A M A252 INTERIOR ELEVATIONS (REMODEL) 11 8 0 W O O D S T O C K D R I V E ES T E S P A R K , C O L O R A D O 8 0 5 1 7 TR A I L B L A Z E R B R O A D B A N D B U S I N E S S OP E R A T I O N S C E N T E R VGM EM 2020.05.02 00000.00 ----- 3/4" = 1'-0"A252 1 DRINKING FOUNTAIN 3/4" = 1'-0"A252 2 CONFERENCE ROOM 3/4" = 1'-0"A252 3 BREAK AREA 3/4" = 1'-0"A252 4 WORK AREA 3 No. Description Date 0'1'2'4'6'10'18' SCALE: 1/4" - 1'-0" FIRST LEVEL - T.O. SLAB 100' - 0" 2 A301 A311 1 J 106 107 112 114 116 E EX W-1-6W-1-3W-1-3W-1-6 W-1-3 EX W-1-3 W-2-3 W-2-3 X UU VV WW XX YY ZZ 8' - 6" FIRST LEVEL - T.O. SLAB 100' - 0" 1 A301 9' - 0" A311 2 A311 3 K L 107 EX W-1-3 W-1-3 W-1-3 EX A W-2-3 W-2-3 M 111 W-2-3 Scale Date Drawn By Checked By Project Number SpaceIntoPlace Architecture + Design Ginny Gerhart McFarland, AIA Estes Park, Colorado Phone: 303.731.3751 Email: Ginny@SpaceIntoPlace.com DA T E : 2 0 2 0 - 0 6 - 0 5 - S E T T O D A T E ( U P D A T E D ) - 1/4" = 1'-0" 6/ 5 / 2 0 2 0 8 : 4 6 : 3 2 A M A301 BUILDING SECTIONS (REMODEL) 11 8 0 W O O D S T O C K D R I V E ES T E S P A R K , C O L O R A D O 8 0 5 1 7 TR A I L B L A Z E R B R O A D B A N D B U S I N E S S OP E R A T I O N S C E N T E R VGM EM 2020.05.02 00000.00 ----- 1/4" = 1'-0"A301 1 BUILDING SECTION 1 (REMODEL - PHASE I) 1/4" = 1'-0"A301 2 BUILDING SECTION 2 (REMODEL - PHASE I) No. Description Date FIRST LEVEL - T.O. SLAB 100' - 0" J W-2-3 W-2-3 A501 21 Sim EXISTING CONC. SLAB - FIELD VERIFY EXISTING CMU WALL - FIELD VERIFY 7' - 0" HEAD HEIGHT EXISTING ROOF ASSEMVBLY & BAR JOISTS - FIELD VERIFY EXISTING PARAPET WALL - FIELD VERIFY 1/2" AIR GAP 3-1/2" METAL STUDS @ 24" O.C. R-21 FIBERGLASS INSULATION 1/2" GYP WALL BOARD A501 21 Sim EXISTING CONC. SLAB - FIELD VERIFY EXISTING CMU WALL - FIELD VERIFY EXISTING ROOF ASSEMVBLY & BAR JOISTS - FIELD VERIFY EXISTING PARAPET WALL - FIELD VERIFY W-2-3 A W-2-3 7' - 0" HEAD HEIGHT 1/2" AIR GAP 3-1/2" METAL STUDS @ 24" O.C. R-21 FIBERGLASS INSULATION 1/2" GYP WALL BOARD EXISTING CONC. SLAB - FIELD VERIFY EXISTING CMU WALL - FIELD VERIFY EXISTING ROOF ASSEMVBLY & BAR JOISTS - FIELD VERIFY W-2-3 1/2" AIR GAP 3-1/2" METAL STUDS @ 24" O.C. R-21 FIBERGLASS INSULATION 1/2" GYP WALL BOARD Scale Date Drawn By Checked By Project Number SpaceIntoPlace Architecture + Design Ginny Gerhart McFarland, AIA Estes Park, Colorado Phone: 303.731.3751 Email: Ginny@SpaceIntoPlace.com DA T E : 2 0 2 0 - 0 6 - 0 5 - S E T T O D A T E ( U P D A T E D ) - 3/4" = 1'-0" 6/ 5 / 2 0 2 0 8 : 4 6 : 3 3 A M A311 WALL SECTIONS 11 8 0 W O O D S T O C K D R I V E ES T E S P A R K , C O L O R A D O 8 0 5 1 7 TR A I L B L A Z E R B R O A D B A N D B U S I N E S S OP E R A T I O N S C E N T E R Checker Author 2020.05.02 00000.00 ----- 3/4" = 1'-0"A311 1 WALL SECTION 1 (REMODEL - PHASE I) 3/4" = 1'-0"A311 2 WALL SECTION 2 (REMODEL - PHASE I) 3/4" = 1'-0"A311 3 WALL SECTION 3 (REMODEL - PHASE I) No. Description Date FIRST LEVEL - T.O. SLAB 100' - 0" 2 A312 CCBB 101 W-2-3 R-1R-1 ARCHED W8X35 STEEL BEAM - COORD. WITH STRUCT. - TYP. A501 21 Sim W-11-2LWOOD COLUMN - RE: STRUCT. - TYP. NEW (PHASE II) STOREFRONT ASSEMBLY - RE: PLAN EXISTING (PHASE I) STOREFRONT ASSEMBLY - RE: PLAN DD 102 FIRST LEVEL - T.O. SLAB 100' - 0" 1 A312 R-1 1' - 5 1/2" ± 11 13/32" 10' - 8" CL OF COLUMN AT UNDERSIDE OF BEAM ± 8' - 5 97/256" CL OF COLUMN AT UNDERSIDE OF BEAM 2' - 9 5/8" 2 ' - 6 9 /3 2 " ± 9 ' - 7 5 /3 2 " 2 7 ' - 5 7 / 8 " BB 101 AA CC DIM. TO TOP EDGE OF STEEL BEAM TO CL OF COLUMN DIM. STRING IS THE TOP OF THE STEEL BEAM R-1 DIM. TO FACE OF STEEL BEAM TO CL OF COLUMN DIM. STRING IS THE TOP OF THE STEEL BEAM ARCHED W8X35 STEEL BEAM - COORD. WITH STRUCT. CL OF COLUMN AT UNDERSIDE OF BEAM 8X8 WOOD COLUMN - RE: STRUCT. - TYP. NEW (PHASE II) STOREFRONT ASSEMBLY - RE: PLAN 6X12 WOOD BEAM - RE: STRUCT. - TYP. 8X8 WOOD COLUMN - RE: STRUCT. - TYP. NEW (PHASE II) STOREFRONT ASSEMBLY - RE: PLAN 6X12 WOOD BEAM - RE: STRUCT. - TYP. 2 0 . 0 0 °2' - 6 1/4" Scale Date Drawn By Checked By Project Number SpaceIntoPlace Architecture + Design Ginny Gerhart McFarland, AIA Estes Park, Colorado Phone: 303.731.3751 Email: Ginny@SpaceIntoPlace.com DA T E : 2 0 2 0 - 0 6 - 0 5 - S E T T O D A T E ( U P D A T E D ) - 3/4" = 1'-0" 6/ 5 / 2 0 2 0 8 : 4 6 : 3 4 A M A312 WALL SECTIONS 11 8 0 W O O D S T O C K D R I V E ES T E S P A R K , C O L O R A D O 8 0 5 1 7 TR A I L B L A Z E R B R O A D B A N D B U S I N E S S OP E R A T I O N S C E N T E R Checker Author 2020.05.02 00000.00 ----- 3/4" = 1'-0"A312 1 WALL SECTION 1 (REMODEL - PHASE II) 3/4" = 1'-0"A312 2 WALL SECTION 2 (REMODEL - PHASE II) No. Description Date 1-LAYER 1/2" GYP BD. EACH SIDE METAL STUD 3) 3-5/8" STUDS 6) 6" STUDS NON-RATED ASSEMBLY WALL TAG:W-1-3 = 3-5/8" METAL STUD W-1-6 = 6" METAL STUD W-1T-# = TILED FACE OF WALL CAVITY FILLED FIBERGLASS BATT INSULATION 1.WALL TAG: EX = EXISTING WALL TO REMAIN (PORTION OF OR ALL OF) - FIELD VERIFY 2.WALL TAG: OP = OFFICE PARTITION TO BE COORDINATED BY OWNER BUILDING ASSEMBLY NOTES: 1-LAYER 1/2" GYP BD. METAL STUD 3) 3-1/2" STUDS 24" O.C. 6) 6" STUDS 24" O.C. NON-RATED ASSEMBLY WALL TAG:W-2-3 = 3-1/2" METAL STUD W-2-6 = 6" METAL STUD W-2T-# = TILED FACE OF WALL CAVITY FILLED FIBERGLASS BATT INSULATION 1/2" AIR GAP EXISTING CMU WALL - 1-LAYER 1/2" GYP BD. EACH SIDE 3-5/8" METAL STUD NON-RATED ASSEMBLY WALL TAG:W-8 = 3-5/8" METAL STUD BALLISTIC PANEL BALLISTIC PANEL MATERIAL SHOWN IN WALL ASSEMBLY FOR REFERENCE ONLY, ACTUAL ASSEMBLY TO BE CONSTRUCTED IN STRICT CONFORMANCE WITH MFR. SPECIFICATIONS & WARRANTY - ASSEMBLY TO BE COORD. IN THE FIELD CAVITY FILLED FIBERGLASS BATT INSULATION FIBERGLASS BALLISTIC PANEL NOMINAL 4" FIBERGLASS BATTEN EVERY 48", AT SEAMS 1X RAIN SCREEN WALL ASSEMBLY W-2: WALL TAG:W-11-1L = 1" STUCCO / LIGHT COLOR W-11-2L = 2" STUCCO / LIGHT COLOR W-11-1D = 1" STUCCO / DARK COLOR DETAIL NOTE: 1.PROVIDE DRAINAGE THAT IN FRONT OF 1" RIGID INSULATION (XPF). DO NOT TAPE JOINTS OF XPF (TO MAINTAIN PERMEANCE). 2.PART INTERIOR / PART EXTERIOR INSULATION = R-22 MIN. 1" XPF (R-5) STUCCO HARD COAT 1L = 1" STUCCO LIGHT COLOR 2L = 2" STUCCO LIGHT COLOR 1D = 1" STUCCO DARK COLOR EXISTING CMU WALL - - /2 A501 PLEASE VERIFY THIS NOTE AS I'M NOTE SURE THE IMAGE WAS CLEAR EXISTING MASONRY WALL, SUPPORT DURING INSTALLATION OF LINTEL RE: WALL DETAIL /5 A501 TOOTH-IN NEW BLOCK AS REQUIRED - NEW STEEL LINTEL STANDARD W8X10 DETAIL NOTES: 1.OVERCUT OPENINGS AND SOLID GROUT NEWLY INSTALLED 4 X 8 X 8 CMU ON BOTH SIDES OF OPENINGS FOR BEARING OF EACH HEADER (W BEAM). 2.FIELD VERIFY OPENING SIZE FOR W BEAM SUMBITTAL NEW WINDOW OR STOREFRONT - GENERAL WINDOW ASSEMBLY SHOWN FOR REFERENCE - RE: SPECIFIC MFR. DETAILS FOR ACCURATE ASSEMBLY DETAIL SOAP IN BLOCK AROUND LINTEL TERMINATE STUCCO AT WINDOW OPENING PER MFR. SPEC. INCLUDING, BUT NOT LIMITED TO FLASHING & SEALANT 1-LAYER 1/2" GYP BD. EACH SIDE 1-3/8X3-1/2 FLAT METAL STUD NON-RATED ASSEMBLY WALL TAG:W-3 1 3/8" 12" VARIES ROOF TAG:R-1 1.UNVENTED ATTIC / ENCLOSED RAFTER ASSEMBLY IN COMPLIANCE WITH 2015 IBC SECTION 1203.3 2.UNDERLAYMENT INSTALLED PER 2015 IBC SECTION 1507.5.4 ICE BARRIERS 2-LAYERS FULLY ADHERED ICE & WATER SHIELD (SUITABLE FOR METAL ROOF APPLICATIONS) 5/8" STRUCT. SHEATHING - COORD. WITH STRUCT. 3" THICK RIGID INSULATION SLOPE TO BE COORD. W/ ASSEMBLY SPECIFICATIONS - RE: ROOF PLAN 3/4" T&G SOFFIT STANDING METAL SEAM ROOF Scale Date Drawn By Checked By Project Number SpaceIntoPlace Architecture + Design Ginny Gerhart McFarland, AIA Estes Park, Colorado Phone: 303.731.3751 Email: Ginny@SpaceIntoPlace.com DA T E : 2 0 2 0 - 0 6 - 0 5 - S E T T O D A T E ( U P D A T E D ) - As indicated 6/ 5 / 2 0 2 0 8 : 4 6 : 3 5 A M A501 BUILDING ASSEMBLIES / DETAILS 11 8 0 W O O D S T O C K D R I V E ES T E S P A R K , C O L O R A D O 8 0 5 1 7 TR A I L B L A Z E R B R O A D B A N D B U S I N E S S OP E R A T I O N S C E N T E R Checker Author 2020.05.02 00000.00 ----- 3" = 1'-0"A501 1 W-1 - INT. STEEL STUD INSULATED 3" = 1'-0"A501 2 W-2 - INT. STL. STUD INSUL. FURRED OUT 3" = 1'-0"A501 4 W-8 - INT. STL. STUD INSUL. BALLISTIC 3" = 1'-0"A501 5 EXT. / INT. _ EXISTING / NEW WALL DTL. 1 1/2" = 1'-0"A501 21 HEAD AT EXISTING WALL DTL. 3" = 1'-0"A501 3 W-3 - INT. FLAT STEEL STUD 1 1/2" = 1'-0"A501 11 R-1 - ENTRY ROOF ASSEMBLY No. Description Date ALL INSTALLATION TO BE PER MANUFACTURER RECOMMENDATIONS. PLEASE CONSULT ARCHITECT AND ONLINE PRODUCT DOCUMENTION FOR PROPER INSTALLATION. https://www.stocorp.com/documentation-center-us/ Scale Date Drawn By Checked By Project Number SpaceIntoPlace Architecture + Design Ginny Gerhart McFarland, AIA Estes Park, Colorado Phone: 303.731.3751 Email: Ginny@SpaceIntoPlace.com DA T E : 2 0 2 0 - 0 6 - 0 5 - S E T T O D A T E ( U P D A T E D ) - 12" = 1'-0" 6/ 5 / 2 0 2 0 8 : 4 6 : 3 5 A M A521 EXTERIOR DETAILS 11 8 0 W O O D S T O C K D R I V E ES T E S P A R K , C O L O R A D O 8 0 5 1 7 TR A I L B L A Z E R B R O A D B A N D B U S I N E S S OP E R A T I O N S C E N T E R Checker Author 2020.05.02 00000.00 ----- No. Description Date ALL INSTALLATION TO BE PER MANUFACTURER RECOMMENDATIONS. PLEASE CONSULT ARCHITECT AND ONLINE PRODUCT DOCUMENTION FOR PROPER INSTALLATION. https://www.stocorp.com/documentation-center-us/ Scale Date Drawn By Checked By Project Number SpaceIntoPlace Architecture + Design Ginny Gerhart McFarland, AIA Estes Park, Colorado Phone: 303.731.3751 Email: Ginny@SpaceIntoPlace.com DA T E : 2 0 2 0 - 0 6 - 0 5 - S E T T O D A T E ( U P D A T E D ) - 12" = 1'-0" 6/ 5 / 2 0 2 0 8 : 4 6 : 3 5 A M A522 EXTERIOR DETAILS 11 8 0 W O O D S T O C K D R I V E ES T E S P A R K , C O L O R A D O 8 0 5 1 7 TR A I L B L A Z E R B R O A D B A N D B U S I N E S S OP E R A T I O N S C E N T E R Checker Author 2020.05.02 00000.00 ----- No. Description Date 1 2 3 UNIT HEIGHT UNIT WIDTH PLATE GLASS BUTT JOINTED & SEALED WITH ADJACENT PIECE - COORD. IN THE FIELD UNIT HEIGHT UNIT WIDTH EXISTING INT. FIXED WINDOW TO REMAIN HORZ. SLIDER 4 UNIT HEIGHT UNIT WIDTH INTERIOR FIXED WINDOW UNIT WIDTH UNIT HEIGHT SWING STOREFRONT W/ KICKPLATE A SWING GLAZED B SECTIONAL PANEL SL-45 UNIT HEIGHT UNIT WIDTH SWING SINGLE C UNIT HEIGHT UNIT WIDTH SWING DBL. DOOR FLUSH D UNIT WIDTH UNIT HEIGHT UNIT WIDTH UNIT HEIGHT 10" UNIT HEIGHT UNIT WIDTH 10" WINDOW GENERAL NOTES: 1) TEMPERED GLAZING LOCATIONS AS REQUIRED BY CHAPTER 24, SECTION 2406 OF THE 2015 INTERNATIONAL BUILDING CODE. A. GLAZING IN DOORS. B. GLAZING IN DOORS AND ENCLOSURES FOR SHOWERS. C. WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE STANDING SURFACE OF TUB OR SHOWER AREAS. D. GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24 INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A COLSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE. GLAZING IN AN INDIVIDUAL, FIXED OR OPERABLE THAT MEETS ALL OF THE FOLLOWING CONDITIONS: I. EXPOSED AREA OF INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. II.EXPOSED BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. III. EXPOSED TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. IV. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF THE GLAZING. 2) WINDOW STYLE 3 GLAZED PANELS TO BE MULLED TOGETHER WITH CLEAR SEALANT - COORD. IN THE FIELD 3) FIELD VERIFY ROUGH OPENING WITH MFR. PRIOR TO ORDERING & INSTALLATION. 4) SHOP DRAWINGS BY STOREFRONT FABRICATOR ARE TO BE SUBMITTED TO ARCHITECT FOR APPROVAL AFTER BEARING CONTRACTOR'S APPROVAL STAMP. 5) STOREFRONT FRAMES TO BE ANODIZED ALUMINUM. 6) ALL UNITS TO BE COMPLETELY CAULKED AND WEATHERSEALED BY INSTALLER. 7) WINDOW GLAZING TO BE 1/4" DUAL CLEAR WITH 1/2" AIR SPACE BETWEEN U.N.O. 8) DOOR GLAZING TO BE 1/4" SINGLE CLEAR. OWNER VERIFY INTERIOR OFFICE WINDOW GLAZING, 9) WINDOW MANUFACTURER TO MAINTAIN COMPRESSION CHANNEL @ TOP AND BOTTOM 10) SAFETY GLAZING TO BE PROPERLY LABLED BY ACID ETCHING OR SANDBLASTING. DESIGN CRITERIA - TOWN OF ESTES PARK - WIND LOAD - RISK CAT 3/4 = 190 MPH - EXPOSURE "C" GENERAL NOTES - DOOR & DOOR HARDWARE: NON_STOREFRONT HARDWARE SHOULD BE FINISH 626 SATIN CHROME PLATED FINISH W/ADA LEVERS SCHLAGE ALLEGION SERIES AD CLASS 400 LEVER DESIGN (SPARTA). VERIFY ALL HARDARE TYPES, FINISHES, KEYING AND LOCKING WITH OWNER AND BUILDING DEPARTMENT. 1. APPLY 1” HIGH LETTERS ABOVE DOOR “THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED” 2. INSTALL EXTERIOR SECURITY LATCHGUARD 3. INSTALL DOOR SILENCERS 4. UNDERCUT DOOR PER MECHANICAL PLANS 5. INSTALL SMOKE, SOUND, LIGHT SEAL AROUND DOOR 6. INSTALL NEOPRENE AUTO DOOR BOTTOM 7. INSTALL DOOR MOUNTED CLOSER 8. ALL ROUGH OPENINGS TO BE VERIFIED WITH DOOR MANUFACTURER PRIOR TO ORDERING DOOR PACKAGE 9. ALL WOOD DOORS TO BE PRE-FINISHED 10. ALL STEEL DOORS TO BE FINISHED PER OWNER 11. BOTH RESTROOM DOORS TO POSSESS THE INTERNATIONAL SYMBOL FOR ACCESSIBILITY AND BRAILLE ALLONGSIDE THE DOOR ON THE LATCH SIDE, 48-60“ ABOVE THE FINISHED FLOOR TO THE BASELINE OF THE CHARACTERS. ANSI 117.1 2009 SECTION 703 AND TABLE 703.2.4 Scale Date Drawn By Checked By Project Number SpaceIntoPlace Architecture + Design Ginny Gerhart McFarland, AIA Estes Park, Colorado Phone: 303.731.3751 Email: Ginny@SpaceIntoPlace.com DA T E : 2 0 2 0 - 0 6 - 0 5 - S E T T O D A T E ( U P D A T E D ) - As indicated 6/ 5 / 2 0 2 0 8 : 4 6 : 3 6 A M A601 DOOR & WINDOW SCHEDULES & ELEVATIONS 11 8 0 W O O D S T O C K D R I V E ES T E S P A R K , C O L O R A D O 8 0 5 1 7 TR A I L B L A Z E R B R O A D B A N D B U S I N E S S OP E R A T I O N S C E N T E R VGM EM 2020.05.02 00000.00 ----- WINDOW SCHEDULE Window Letter Window Style Width Height Material Finish Head Jamb Sill Glazing Comments Glazing Thickness Type A 1 5' - 0" 4' - 0" METAL B 1 5' - 0" 4' - 0" METAL C 1 5' - 0" 4' - 0" METAL D 1 5' - 0" 4' - 0" METAL E 1 5' - 0" 4' - 0" METAL F 1 5' - 0" 4' - 0" METAL G 1 5' - 0" 4' - 0" METAL H 1 5' - 0" 4' - 0" METAL J 1 5' - 0" 4' - 0" METAL K 2 4' - 10" 3' - 0" METAL FRAMELESS GLAZED PANEL SEALED TO WINDOW "L" L 2 4' - 10" 3' - 0" METAL FRAMELESS GLAZED PANEL SEALED TO WINDOW "K" M 4 2' - 0" 5' - 6" METAL N 3 5' - 3" 3' - 0" METAL O 3 5' - 3" 3' - 0" METAL V 4 2' - 0" 5' - 6" METAL W 4 2' - 0" 5' - 6" METAL X 4 2' - 0" 5' - 6" METAL DOOR SCHEDULE Door Number Door Style Door Hardware Group Frame CommentsWidth Height Thickness Material Finish Type Material Finish Jamb Head 101 A 3' - 6" 7' - 0" METAL STOREFRONT MEDUIM STILE CONCEALED FULL HINGE CONTINUOUS STOREFRONT KEY FC SERIES LC LEVER TRIM EXTERIOR, PANIC BAR INTERIOR W/ CLOSER, FLOOR MOUNTED STOP HM STEEL PROVIDE KNOX BOX KEY AND KNOX BOX - NO KEY PAD 102 A 3' - 6" 7' - 0" METAL STOREFRONT MEDUIM STILE CONCEALED FULL HINGE CONTINUOUS STOREFRONT LOCK KEY EXTERIOR, PANIC BAR INTERIOR W/ CLOSER, FLOOR MOUNTED STOP 103 C 3' - 0" 6' - 8" 1 3/4" INSULATED STEEL ELECTRONIC READER W/ KEYPAD EXTERIOR, PANIC HARDWARE, CRASH BAR, FLOOR MOUNTED STOP W/ CLOSER HM STEEL 104 B 3' - 0" 6' - 8" 2" INSULATED STEEL / FULL LIGHT ELECTRONIC READER W/ MAGSWIPE / NO KEYPAD EXTERIOR, PANIC HARDWARE, CRASH BAR, FLOOR MOUNTED STOP W/ CLOSER HM STEEL 105 C 3' - 0" 7' - 0" 1 3/8" WD CLASSROOM LOCKSET W/ WALL STOP HM STEEL 106 C 3' - 0" 7' - 0" 1 3/8" WD CLASSROOM LOCKSET W/ WALL STOP HM STEEL 107 SL-45 12' - 0" 8' - 2" 2 11/32" METAL INTEGRATED HM STEEL 108 D 6' - 0" 7' - 0" 1 3/8" WD PASSAGE SET W/ WALL STOP & VERT. PINS TOP/BOTTOM HM STEEL 110 C 3' - 0" 7' - 0" 1 3/8" WD STORE ROOM LOCKSET W/ FLOOR MOUNTED STOP HM STEEL 111 C 3' - 0" 7' - 0" 1 3/8" WD PASSAGE SET W/ WALL STOP HM STEEL (7) 112 C 3' - 0" 7' - 0" 1 3/8" WD CLASSROOM LOCKSET W/ WALL STOP HM STEEL 113 C 2' - 10" 7' - 0" 1 3/8" WD STORE ROOM LOCKSET W/ FLOOR MOUNTED STOP HM STEEL 114 C 2' - 10" 7' - 0" 1 3/8" WD PRIVACY LOCKSET W/ WALL STOP HM STEEL 115 C 2' - 10" 7' - 0" 1 3/8" WD STORE ROOM LOCKSET W/ FLOOR MOUNTED STOP HM STEEL 116 C 2' - 10" 7' - 0" 1 3/8" WD PRIVACY LOCKSET W/ WALL STOP HM STEEL 117 C 2' - 10" 7' - 0" 1 3/8" WD PASSAGE SET W/ WALL STOP HM STEEL (7) 118 C 2' - 10" 7' - 0" 1 3/8" WD STORE ROOM LOCKSET W/ FLOOR MOUNTED STOP HM STEEL 119 C 3' - 0" 7' - 0" 1 3/8" WD CLASSROOM LOCKSET W/ WALL STOP HM STEEL 120 C 3' - 0" 7' - 0" 1 3/8" WD CLASSROOM LOCKSET W/ WALL STOP HM STEEL 121 C 3' - 0" 6' - 8" 1 3/8" WD ELECTRONIC READER W/MAGSWIPE / NO KEYPAD, STORE ROOM LOCKSET W/ FLOOR MOUNTED STOP KD STEEL 1/4" = 1'-0" WINDOW STYLES 1/4" = 1'-0" DOOR STYLES Panel Schedule - Conference Room Mark Width Height VV 2' - 10" 6' - 0" UU 2' - 10" 6' - 0" XX 2' - 10" 6' - 0" WW 2' - 10" 6' - 0" YY 2' - 10" 6' - 0" ZZ 2' - 10" 6' - 0" PANEL SCHEDULE: PLATE GLASS WITH U- CHANNELS ON TOP AND BOTTOM, SILICONE SEALED BUTT JOINT VERTICALLY AND ALSO SILICONE SEALED TO 2X2 POST WRAPPED IN BREAK METAL. No. Description Date FIRST LEVEL - T.O. SLAB 100' - 0" ± 2' - 0 1/8" 7' - 1 1/4" 8' - 8 1/4" 4' - 4 1/8"4' - 4 1/8" 9' - 1 3/8" FIRST LEVEL - T.O. SLAB 100' - 0" 101 7' - 7 1/2" 1' - 11 1/2"3' - 8 1/2"1' - 11 1/2" ± 11' - 3 15/16" 7' - 1 1/4" 4' - 2 11/16" 11' - 3 15/16" 9' - 11 3/4" 1' - 4 3/16" 27' - 5 7/8" FIRST LEVEL - T.O. SLAB 100' - 0" 3' - 6 1/16" 7' - 1 1/4"± 10' - 7 5/16" 4' - 4 1/8"4' - 4 1/8" 8' - 8 1/4" FIRST LEVEL - T.O. SLAB 100' - 0" 7' - 2 1/2" 6' - 0" 2' - 2 1/4"3' - 9 3/4" 102 STOREFRONT GENERAL NOTES: 1. BASIS OF DESIGN: MANKO WINDOW SYSTEMS 2450 SERIES 2. FRAME: ___ 3. GLAZING: ___ 4. STOREFRONT ASSEMBLY SHALL COMPLY WITH OR EXCEED THE REQUIREMENTS WITHIN THE 2015 IECC AND/OR THE TOWN OF ESTES PARK CODE AMENDMENTS. 5. GC TO COORD. AND FIELD VERIFY ASSEMBLIES ROUGH OPENING SIZES & REQUIREMENTS WITH MFR. PRIOR TO ORDERING & FRAMING WINDOWS. 6. GC TO FIELD VERIFY ARCHED ROOF ASSEMBLY INCLUDING, BUT NOT LIMITED TO ARCHED PROFILE, HEIGHT OF ASSEMBLY WHERE STOREFRONT WALLS ARE TO BE PLACED, ETC. PRIOR TO FABRICATING & INSTALLING STOREFRONT ASSEMBLIES. 7. SEE DOOR SCHEDULE & RELATED NOTES FOR OPERABLE STOREFRONT PANELS 8. INSULATE ALL STOREFRONT ASSEMBLY SHIM SPACES. 9. ALL EXTERIOR STOREFRONT OPENINGS TO BE WRAPPED WITH TYVEK, AND FITTED WITH SELF-ADHERING FLASHING, INSTALL PER MFR'S SPECIFICATIONS, PRIOR TO SETTING ASSEMBLY. 10. TEMPERED GLAZING TO BE PROVIDED AND INSTALLED AT LOCATIONS REQUIRED BY 2015 IBC AND/OR THE CITY OF ESTES PARK CODE AMENDMENTS. Scale Date Drawn By Checked By Project Number SpaceIntoPlace Architecture + Design Ginny Gerhart McFarland, AIA Estes Park, Colorado Phone: 303.731.3751 Email: Ginny@SpaceIntoPlace.com DA T E : 2 0 2 0 - 0 6 - 0 5 - S E T T O D A T E ( U P D A T E D ) - As indicated 6/ 5 / 2 0 2 0 8 : 4 6 : 3 7 A M A602 STOREFRONT SCHEDULES & ELEVATIONS 11 8 0 W O O D S T O C K D R I V E ES T E S P A R K , C O L O R A D O 8 0 5 1 7 TR A I L B L A Z E R B R O A D B A N D B U S I N E S S OP E R A T I O N S C E N T E R Checker Author 2020.05.02 00000.00 ----- 3/8" = 1'-0"A602 1 STOREFRONT AA (PHASE II) 3/8" = 1'-0"A602 2 STOREFRONT BB (PHASE II) 3/8" = 1'-0"A602 3 STOREFRONT CC (PHASE II) 3/8" = 1'-0"A602 4 STOREFRONT DD (PHASE I) WALL SCHEDULE (STOREFRONT) Assembly Letter Family and Type Assembly Height AA Curtain Wall: Storefront 9' - 1 3/8" BB Curtain Wall: Storefront 8' - 8 9/16" CC Curtain Wall: Storefront 10' - 7 5/16" DD Curtain Wall: Storefront 7' - 2 1/2" FIELD VERY OPENING SIZE PRIOR TO PRODUCTION AND DELIVERY OF DOOR. No. Description Date Scale Date Drawn By Checked By Project Number SpaceIntoPlace Architecture + Design Ginny Gerhart McFarland, AIA Estes Park, Colorado Phone: 303.731.3751 Email: Ginny@SpaceIntoPlace.com DA T E : 2 0 2 0 - 0 6 - 0 5 - S E T T O D A T E ( U P D A T E D ) - 6/ 5 / 2 0 2 0 8 : 4 6 : 3 8 A M A611 ROOM FINISH SCHEDULES 11 8 0 W O O D S T O C K D R I V E ES T E S P A R K , C O L O R A D O 8 0 5 1 7 TR A I L B L A Z E R B R O A D B A N D B U S I N E S S OP E R A T I O N S C E N T E R Checker Author 2020.05.02 00000.00 ----- ROOM SCHEDULE Room Number Room Name Floor Finish Base Finish Wall Finish Ceiling Finish Ceiling Height Comments Area 101 ENTRY / WAITING ENG. WOOD FLOORING WOOD WALL BASE PAINT OPEN TO ROOF DECK VARIES 11-0 TO 12-0 324.00 SF 102 WORK AREA 3 CARPET RUBBER WALL BASE PAINT OPEN TO ROOF DECK VARIES 11-0 TO 12-0 247.64 SF 103 OFFICE 1 CARPET RUBBER WALL BASE PAINT OPEN TO ROOF DECK VARIES 11-0 TO 12-0 90.88 SF 104 WORK AREA 2 CARPET RUBBER WALL BASE PAINT OPEN TO ROOF DECK VARIES 11-0 TO 12-0 75.10 SF 105 OFFICE 5 CARPET WOOD WALL BASE PAINT OPEN TO ROOF DECK VARIES 11-0 TO 12-0 125.39 SF 106 CONFERENCE LARGE CARPET WOOD WALL BASE PAINT OPEN TO ROOF DECK VARIES 11-0 TO 12-0 324.17 SF 107 OFFICE 2 CARPET RUBBER WALL BASE PAINT OPEN TO ROOF DECK VARIES 11-0 TO 12-0 100.73 SF 108 HALLWAY 1 ENG. WOOD FLOORING WOOD WALL BASE PAINT OPEN TO ROOF DECK VARIES 11-0 TO 12-0 172.37 SF 109 WOMEN CERAMIC TILE CERAMIC TILE CERAMIC TILE/PAINT GWB / PAINT 9-0 48.54 SF 110 JAN. CLOSET CERAMIC TILE CERAMIC TILE CERAMIC TILE/PAINT OPEN TO ROOF DECK VARIES 11-0 TO 12-0 17.84 SF 111 MECH EXISTING NONE NO PAINT REQUIRED OPEN TO ROOF DECK VARIES 11-0 TO 12-0 40.79 SF 112 MEN CERAMIC TILE CERAMIC TILE CERAMIC TILE/PAINT GWB / PAINT 9-0 48.54 SF 113 BREAK AREA ENG. WOOD FLOORING RUBBER WALL BASE PAINT OPEN TO ROOF DECK VARIES 11-0 TO 12-0 327.42 SF 114 OFFICE 3 CARPET RUBBER WALL BASE PAINT OPEN TO ROOF DECK VARIES 11-0 TO 12-0 131.47 SF 115 HALLWAY 2 CARPET RUBBER WALL BASE PAINT OPEN TO ROOF DECK VARIES 11-0 TO 12-0 41.11 SF 116 OFFICE 4 CARPET RUBBER WALL BASE PAINT OPEN TO ROOF DECK VARIES 11-0 TO 12-0 131.47 SF 117 WORK AREA 1 CARPET RUBBER WALL BASE PAINT OPEN TO ROOF DECK VARIES 11-0 TO 12-0 311.82 SF 118 SERVER ROOM EXISTING EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN VARIES 11-0 TO 12-0 174.00 SF 119 STORAGE 1 VINYL FLOORING RUBBER WALL BASE PAINT OPEN TO ROOF DECK VARIES 11-0 TO 12-0 41.90 SF 120 STORAGE 2 VINYL FLOORING RUBBER WALL BASE PAINT OPEN TO ROOF DECK VARIES 11-0 TO 12-0 34.48 SF No. Description Date DF REF. GFI GFI GFI GFI GFI GF I GF I GF I GF I GFI C6C6C6 C6 C6 C6 C6 C6 C6 C6 C6 C6 C6 C6 3 33 3 C6 C6 GFI C6 0'1'2'4'6'10'18' SCALE: 1/4" - 1'-0" P P P P PPPP P P P P P PPPP P P P P VV WA WA WA OS OS EF EF E E E E E E E E E E EL EL K K KK K K K K K K K K KK EL EL EF-1 EF-2 EL EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXITEXIT EXIT EXIT EXIT EXIT EXISTING LIGHTING TO REMAIN SR ELEC. PANELS - COORD. WITH ELEC. CONTRACTOR IN THE FIELD EXIT FLOOR C6 WA ELEC. PANELS - COORD. WITH ELEC. CONTRACTOR IN THE FIELD AC CONDENSERS - COORD. IN THE FIELD EXISTING SERVER ROOM AC UNIT EXISTING ELEC PANEL TO BE REMOVED EXIT 30X18X12 VIOP SYSTEM NETWORK CENTRAL SWITCH BOX BC BC TL TL BC BC BCBC K K SR SR SR SR SR EQ EQ EQ EQ EQ EQ P 3' - 0" BC BC BCBC BC BC BC BC BCBC BC BC CL CL BC BC BC BC BC BC BC BC BC TL TL K WA P E WS EL OS EF V P OUTLET - DUPLEX OUTLET - 1/2 SWITCH DUPLEX OUTLET - GROUND FAULT INTERRUPTER DUPLEX OCCUPANCY SENSOR EXHAUST FAN VANITY LIGHT EMERGENCY LIGHT PENDANT LIGHT EXTERIOR LIGHT WALL SCONCE LIGHT WALL ART LIGHT PENDANT LIGHT WORK STATION LIGHT FLOOR C6 TV/CABLE FLOOR OUTLET FLOOR DATA CAT 6 OUTLET FLOOR TV/CABLE OUTLET ENTRY FEATURE LIGHT - 01EF-1 ENTRY FEATURE LIGHT - 02EF-2 BC BAR MOUNTED CAN LIGHT STORE ROOMSR TRACK LIGHT TL OUTLET - FOURPLEX OUTLET - DATA CAT 6 CL RECESSED CAN LIGHT Scale Date Drawn By Checked By Project Number SpaceIntoPlace Architecture + Design Ginny Gerhart McFarland, AIA Estes Park, Colorado Phone: 303.731.3751 Email: Ginny@SpaceIntoPlace.com DA T E : 2 0 2 0 - 0 6 - 0 5 - S E T T O D A T E ( U P D A T E D ) - 1/4" = 1'-0" 6/ 5 / 2 0 2 0 8 : 4 6 : 3 9 A M E111 ELECTRICAL FIRST LEVEL REMODEL PLAN 11 8 0 W O O D S T O C K D R I V E ES T E S P A R K , C O L O R A D O 8 0 5 1 7 TR A I L B L A Z E R B R O A D B A N D B U S I N E S S OP E R A T I O N S C E N T E R Checker Author 2020.05.02 00000.00 ----- NORTH 1/4" = 1'-0"E111 1 FIRST LEVEL ELECTRICAL (REMODEL PHASE 1) 1/4" = 1'-0" ELECTRICAL LEGEND No. Description Date COMcheck Software Version COMcheckWeb Interior Lighting Compliance Certificate Project Title: 2015 IECC Project Type:Alteration Permit No.tbd Permit Date:tbd Construction Site: 1180 Woodstock Drive Estes Park, Colorado 80517 Owner/Agent: Linda Swoboda Town of Estes Park 170 MacGregor Ave Estes Park, Colorado 80517 303-731-3751 lswoboda@estes.org Designer/Contractor: Virginia Gerhart McFarland SpaceIntoPlaceAD. Inc. POB 1645 Estes Park, Colorado 80517 303-731-3751 ginny@spaceintoplace.com Project Information Energy Code: Trailblazer Broadband Estes Park Copy 2 Allowed Interior Lighting Power A Area Category B Floor Area (ft2) C Allowed Watts / ft2 D Allowed Watts 1-Office Space (Office)3106 0.82 2547 2547Total Allowed Watts = Proposed Interior Lighting Power E (C X D) D Fixture Watt. A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast B Lamps/ Fixture C # of Fixture Office Space (Office, 3106 sq.ft.) LED: Store Room: LED A Lamp 6W:1 5 6 30 LED: Vanity Lights: LED Linear 8W:1 2 8 16 LED: Emergency Frogeye: LED Linear 8W:1 11 8 88 LED: Pendant Light: LED A Lamp 13W:1 22 13 286 LED: Wall Art: LED A Lamp 6W:1 5 6 30 LED: Entry Feature Light1: LED A Lamp 2.5W:8 1 20 20 LED: Entry Feature Light: LED A Lamp 2.5W:8 2 20 40 LED: Work Station: LED Linear 15W:2 14 28 392 LED: Trac Light: LED MR 2W:5 4 10 40 LED: BarMountCan: LED A Lamp 6W:1 27 6 162 LED: RecessCan: LED A Lamp 6W:1 2 6 12 LED: Exit: LED Linear 8W:1 5 8 40 1156Total Proposed Watts = Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting alteration project represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Interior Lighting PASSES Project Title: Data filename: Trailblazer Broadband Estes Park Copy 2 06/09/20Report date: 71 ofPage COMcheck Software Version COMcheckWeb Exterior Lighting Compliance Certificate Project Title: 2015 IECC Project Type:Alteration Permit No.tbd Permit Date:tbd Construction Site: 1180 Woodstock Drive Estes Park, Colorado 80517 Owner/Agent: Linda Swoboda Town of Estes Park 170 MacGregor Ave Estes Park, Colorado 80517 303-731-3751 lswoboda@estes.org Designer/Contractor: Virginia Gerhart McFarland SpaceIntoPlaceAD. Inc. POB 1645 Estes Park, Colorado 80517 303-731-3751 ginny@spaceintoplace.com Project Information Energy Code: Trailblazer Broadband Estes Park Copy 2 2 (Light industrial area with limited nighttime use)Exterior Lighting Zone Allowed Exterior Lighting Power A Area/Surface Category B Quantity C Allowed Watts / D Tradable Wattage E Allowed Watts (B X C) South and West (Other door (not main entry))500 ft of 20 Yes 10000 North (Entry canopy)500 ft2 0.25 Yes 125 East (Walkway < 10 feet wide)500 ft of 0.7 Yes 350 Total Tradable Watts (a) = Total Allowed Watts = Total Allowed Supplemental Watts (b) = 10475 10475 600 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting Power E (C X D) D Fixture Watt. A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast B Lamps/ Fixture C # of Fixture South and West (Other door (not main entry), 500 ft of door width): Tradable Wattage LED: LED A Lamp 25W:1 2 25 50 North (Entry canopy, 500 ft2): Tradable Wattage LED: LED A Lamp 25W:1 2 25 50 East (Walkway < 10 feet wide, 500 ft of walkway length): Tradable Wattage LED: LED A Lamp 25W:1 1 25 25 125Total Tradable Proposed Watts = Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting alteration project represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed exterior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version COMcheckWeb and to comply with any Exterior Lighting PASSES Project Title: Data filename: Trailblazer Broadband Estes Park Copy 2 06/09/20Report date: 73 ofPage BREAK AREA 113 P-1 PLUMBING FLOOR PLAN1 ENTRY / WAITING 101 RECEPTION 102 OFFICE 1 103 WORK AREA 2 104 OFFICE 5 105 CONFERENCE LARGE 106 OFFICE 2 107 WOMEN 109 JAN. CLOSET MEN 112 HALLWAY 1 108 STORAGE 1 119 STORAGE 2 120 OFFICE 3 114 HALLWAY 2 115 OFFICE 4 116 WORK AREA 1 117 SERVER ROOM 118 RE F . PLUMBING SPECIFICATIONS:PLUMBING LEGENDPLUMBING FIXTURE CONN SCHEDULE WATER HEATER DETAIL P-1 PLUMBING WASTE/VENT ISOMETRIC3 · · · P-1 1S T F L O O R P L U M B I N G P L A N LE G E N D , S P E C I F I C A T I O N S LDT RBlank TR A I L B L A Z E R B R O A D B A N D R E M O D E L ES T E S P A R K , C O L O R A D O 8 0 5 1 7 11 8 0 W O O D S T O C K D R I V E (3 0 3 ) 2 3 2 - 4 3 4 3 / F X ( 3 0 3 ) 2 3 7 - 1 4 7 5 LA K E W O O D , C O L O R A D O 8 0 2 1 5 79 3 5 W E S T 1 4 T H A V E N U E HE A T I N G & A C C O M P A N Y , I N C . WA L R A T H 30 3 - 3 2 0 - 7 7 5 5 ro g e r b @ 5 2 8 0 e n g i n e e r i n g . c o m ww w . D e s i g n M E P . c o m 5-5-2 0 2 0 ENTRY / WAITING 101 RECEPTION 102 OFFICE 1 103 WORK AREA 2 104 OFFICE 5 105 CONFERENCE LARGE 106 OFFICE 2 107 WOMEN 109 JAN. CLOSET 110 MEN 112 HALLWAY 1 108 STORAGE 1 119 STORAGE 2 120 OFFICE 3 114 HALLWAY 2 115 OFFICE 4 116 WORK AREA 1 117 SERVER ROOM 118 RE F . WH M-1 MECHANICAL FLOOR PLAN1 H.V.A.C. LEGEND (Commercial)MECHANICAL SPECIFICATIONS:HVAC EQUIPMENT LIST: CONDENSING UNIT DETAIL BREAK AREA 113 FURNACE DETAIL M-1 ME C H A N I C A L F L O O R P L A N LE G E N D , S P E C I F I C A T I O N S LDT RBlank TR A I L B L A Z E R B R O A D B A N D R E M O D E L ES T E S P A R K , C O L O R A D O 8 0 5 1 7 11 8 0 W O O D S T O C K D R I V E (3 0 3 ) 2 3 2 - 4 3 4 3 / F X ( 3 0 3 ) 2 3 7 - 1 4 7 5 LA K E W O O D , C O L O R A D O 8 0 2 1 5 79 3 5 W E S T 1 4 T H A V E N U E HE A T I N G & A C C O M P A N Y , I N C . WA L R A T H 30 3 - 3 2 0 - 7 7 5 5 ro g e r b @ 5 2 8 0 e n g i n e e r i n g . c o m ww w . D e s i g n M E P . c o m 4-9-2 0 2 0