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HomeMy WebLinkAboutPLANS Commercial Addition 1180 Woodstock Dr 2020-09-17PROJECT SITEPROJECT SITEPROJECT SITEPROJECT SITE MAP DATA © 2019 GOOGLE HIGHWAY 36HIGHWAY 36HIGHWAY 36HIGHWAY 36 HIGHWAY 7HIGHWAY 7HIGHWAY 7HIGHWAY 7 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 8 - 1 0 - S E T T O D A T E ( U P D A T E D ) - 12" = 1'-0" 8/ 1 1 / 2 0 2 0 1 2 : 3 6 : 2 0 A M A001b PROJECT COVER SHEET (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 PROJECT COVER SHEET (PHASE I & II) 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 (PHASE II) 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: 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. 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 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. A001b PROJECT COVER SHEET (PHASE II) A002 CODE REVIEW A011 ARCHITECTURAL SITE PLAN (EXISTING / DEMO) A012 ARCHITECTURAL SITE PLAN (REMODEL) A103 ROOF PLAN (EXISTING / DEMO) A111b FIRST LEVEL PLAN (REMODEL PHASE 2) A131 ROOF PLAN (REMODEL) A211 EXTERIOR ELEVATIONS (REMODEL-PHASE II) A212 EXTERIOR ELEVATIONS (REMODEL-PHASE II) 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 CURTAIN WALL / STOREFRONT SCHEDULES & ELEVATIONS A611 ROOM FINISH SCHEDULES E111 ELECTRICAL FIRST LEVEL REMODEL PLAN 12" = 1'-0" CD - VICINITY MAP 2 No. Description Date 2 SET UPDATES 2020-07-13 TIMBER/STEEL VESTIBULE: DELCHI FAFACH, PE DLK ENGINEERING,LLC WWW.DLKENG.COM 720-785-4623 SEE STRUCTURAL APPROVED by SAFEbuilt; 2015 International Codes Subject to inspection and compliance to all Relevant, adopted Building & Municipal Codes 09/17/2020 This structure must comply with the requirements of the 2017 National Electrical Code 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 77.33 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 8 - 1 0 - S E T T O D A T E ( U P D A T E D ) - As indicated 8/ 1 1 / 2 0 2 0 1 2 : 3 6 : 2 2 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 PROJECT COVER SHEET (PHASE I & II) 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 77.33 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 1801.01 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 Reviewed by SAFEbuilt 09/17/2020 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 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 8 - 1 0 - S E T T O D A T E ( U P D A T E D ) - 1" = 10'-0" 8/ 1 1 / 2 0 2 0 1 2 : 3 6 : 2 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 PROJECT COVER SHEET (PHASE I & II) 1" = 10'-0"A011 1 SITE PLAN (EXISTING / DEMO) NO R T H No. Description Date Reviewed by SAFEbuilt 09/17/2020 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 42" CONCRETE SIDEWALK 3' - 6" 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 FUTURE 2 2 3' - 6 " ADA ACCESSIBLE RAMP. 4" CURB AT ALL OTHER ASPHALT TO CONCRETE TRANSITIONS 1" / 1 2 " 4' - 0 " 2 2 2 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. 2. ALL LANDSCAPING BY OWNER. 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 8 - 1 0 - S E T T O D A T E ( U P D A T E D ) - As indicated 8/ 1 1 / 2 0 2 0 1 2 : 3 6 : 2 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 PROJECT COVER SHEET (PHASE I & II) NO R T H 1" = 10'-0"A012 1 SITE PLAN (REMODEL) 2 No. Description Date 2 SET UPDATES 2020-07-13 Reference EVDC - Appendix D (Ord. 8-05 #1) 10. Driveway Construction Standards, Item f. "Where curb and gutter exist, a concrete pan shall be provided to carry the flow line". Since Woodstock Dr. does not have an existing curb and gutter, a concrete pan is not required per the code. The Utilities Dept. (owner of property) will work with the Public Work's Dept. to improve the existing asphalt gutter pan when the parking lot is re-paved, which will be in approximately 1 1/2 to 3 years. The current plan is to use the existing asphalt parking lot and add some asphalt as noted (4'-0" along the West side and some additional along each side of the existing mailbox landscape island). Note, the Town's channel drains on to the property to the West of this property. We will regrade the west landscape setback area to help the drainage situation and work with the adjacent west property owner, since this drainage issue is not on this property. R3: 14SEP20 8'-0"5'-0" 10 ' - 0 " SIGNAGE TO BE PLACED OUTSIDE THE SIGHT VISIBILTY TRIANGLE SHOWN PER ESTES VALLEY DEVEL. CODE R3: 14SEP20 Reviewed by SAFEbuilt 09/17/2020 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 8 - 1 0 - S E T T O D A T E ( U P D A T E D ) - 1/4" = 1'-0" 8/ 1 1 / 2 0 2 0 1 2 : 3 6 : 2 7 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 PROJECT COVER SHEET (PHASE I & II) NORTH 1/4" = 1'-0"A103 1 ROOF LEVEL (EXISTING / DEMO) No. Description Date Reviewed by SAFEbuilt 09/17/2020 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.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 1' - 0 1/2" 6' - 0" 1' - 0 1/2" 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" 16 ' - 0 " 7' - 1 0 " 7' - 0 " 1' - 2 " 9' - 1 1 / 2 " 2 1 / 2 " 9' - 4 " 1' - 2 " 6' - 8 " W-11-1D W-11-2LCL OF 8X8 COLUMN ROOF ABOVE 2 SIDEWALK - RE: SITE PLAN 2 101 AA BB CC 9 1 / 2 " 3 REFER TO STRUCTURAL DRAWINGS AND THREE ELEMENT TIMBER AND STEEL SHOP DRAWINGS FOR DIMENSIONS AND DETAILS OF STEEL AND TIMBER ELEMENTS 3 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 17 ' - 5 " 8' - 1 " 9' - 1 1 / 2 " 2 1 / 2 " 3' - 2 1/2"8' - 1"3' - 2 1/2" 1' - 5 " 7' - 1 0 " 7' - 0 " 1' - 2 " 1' - 1"10' - 0"1' - 1" 1' - 2" 12' - 2" 1' - 2" STUCCO NOT SHOWN FOR CLARITY 1/ 4 " / 1 2 " 1/4" / 12"1/4" / 12" ± 3 /8 " / 1 2 "± 3/ 8 " / 1 2 " 14' - 6" 2' - 11 7/8"8' - 6 1/4"2' - 11 7/8" 7' - 1 0 3 / 8 " 9' - 6 5 / 8 " [No Slope] CHANGE IN SLOPE CHANGE IN SLOPE A111b 3 Sim 100' - 0" ± 99' - 11 1/4"± 99' - 11 1/4" ± 99' - 10 5/32" 11 1/2"8' - 1"11 1/2" 3 1' - 0 " 1' - 0 " 2 6"6" CONCRETE SLAB CONCRETE FOUNDATION - RE: STRUCT. 5 1/2"1' - 1"5 1/2"8 1/2" 3 1' - 0 " 5" 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 8 - 1 0 - S E T T O D A T E ( U P D A T E D ) - As indicated 8/ 1 1 / 2 0 2 0 1 2 : 3 6 : 3 0 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 PROJECT COVER SHEET (PHASE I & II) 1/4" = 1'-0"A111b 1 FIRST LEVEL (REMODEL PHASE 2) NORTH 1/4" = 1'-0"A111b 2 FOUNDATION (REMODEL PHASE 2) 1" = 1'-0"A111b 3 TYP. COLUMN BASE (REMODEL PHASE 2) 2 No. Description Date 2 SET UPDATES 2020-07-13 3 ENTRY UPDATES 2020-08-10 SEE STRUCTURAL PLANS FOR FOUNDATION AND FOOTING REINFORCEMENTS Reviewed by SAFEbuilt 09/17/2020 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' - 8 9/16"11' - 1"2' - 0" 9 1 / 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 8 - 1 0 - S E T T O D A T E ( U P D A T E D ) - 1/4" = 1'-0" 8/ 1 1 / 2 0 2 0 1 2 : 3 6 : 3 1 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 PROJECT COVER SHEET (PHASE I & II) 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 3 ENTRY UPDATES 2020-08-10 Reviewed by SAFEbuilt 09/17/2020 0'1'2'4'6'10'18' SCALE: 1/4" - 1'-0" FIRST LEVEL - T.O. SLAB 100' - 0" 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 TY P I C A L 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 TY P I C A L 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. BB 101 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 8 - 1 0 - S E T T O D A T E ( U P D A T E D ) - 1/4" = 1'-0" 8/ 1 1 / 2 0 2 0 1 2 : 3 6 : 3 3 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 PROJECT COVER SHEET (PHASE I & II) 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 Reviewed by SAFEbuilt 09/17/2020 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. AA 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. CC 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 8 - 1 0 - S E T T O D A T E ( U P D A T E D ) - 1/4" = 1'-0" 8/ 1 1 / 2 0 2 0 1 2 : 3 6 : 3 5 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 PROJECT COVER SHEET (PHASE I & II) 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 Reviewed by SAFEbuilt 09/17/2020 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 ZZ 8' - 6 " FIRST LEVEL - T.O. SLAB 100' - 0" 1 A301 8' - 8 " 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 8 - 1 0 - S E T T O D A T E ( U P D A T E D ) - 1/4" = 1'-0" 8/ 1 1 / 2 0 2 0 1 2 : 3 6 : 3 7 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 PROJECT COVER SHEET (PHASE I & II) 1/4" = 1'-0"A301 1 BUILDING SECTION 1 1/4" = 1'-0"A301 2 BUILDING SECTION 2 No. Description Date (PHASE 1 -INTERIOR WORK SHOWN FOR REFERENCE ONLY) PHASE TWO WORK -EXTERIOR INSULATION AND FINISH (PHASE 1 -INTERIOR WORK SHOWN FOR REFERENCE ONLY) PHASE TWO WORK -EXTERIOR INSULATION AND FINISH Reviewed by SAFEbuilt 09/17/2020 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 " H E A D H E I G H T EXISTING ROOF ASSEMVBLY & BAR JOISTS - 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 W-2-3 A W-2-3 7' - 0 " H E A D H E I G H T 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 8 - 1 0 - S E T T O D A T E ( U P D A T E D ) - 3/4" = 1'-0" 8/ 1 1 / 2 0 2 0 1 2 : 3 6 : 3 9 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 PROJECT COVER SHEET (PHASE I & II) 3/4" = 1'-0"A311 1 WALL SECTION 1 3/4" = 1'-0"A311 2 WALL SECTION 2 3/4" = 1'-0"A311 3 WALL SECTION 3 No. Description Date EXISTING PARAPET WALL TO BE REPLACED WITH NEW PARAPET WALL. CONNECTION TO BE FIELD ENGINEERED AFTER REMOVAL OF EXISTING PARAPET. EXISTING PARAPET WALL TO BE REPLACED WITH NEW PARAPET WALL. CONNECTION TO BE FIELD ENGINEERED AFTER REMOVAL OF EXISTING PARAPET. (PHASE 1 -INTERIOR WORK SHOWN FOR REFERENCE ONLY) PHASE TWO WORK -EXTERIOR INSULATION AND FINISH Reviewed by SAFEbuilt 09/17/2020 FIRST LEVEL - T.O. SLAB 100' - 0" 2 A312 W-2-3 R-1R-1 ARCHED 8x8x1/4 STEEL BEAM - COORD. WITH STRUCT. - TYP. A501 21 Sim W-11-2LWOOD COLUMN - RE: STRUCT. - TYP. NEW (PHASE II) CURTAIN WALL ASSEMBLY - RE: PLAN EXISTING (PHASE I) STOREFRONT ASSEMBLY - RE: PLAN DD 102 2 1/4" / 12" 3 101 BB CC 3 FIRST LEVEL - T.O. SLAB 100' - 0" 1 A312 R-1 1' - 5 63/128" ± 11 13/32" 10 ' - 8 " C L O F C O L U M N A T U N D E R S I D E O F B E A M ± 8 ' - 5 9 9 / 2 5 6 " C L O F C O L U M N A T U N D E R S I D E O F B E A M 2' - 9 5/8" 2 ' - 6 9 /3 2 " ± 9 ' - 7 3 /3 2 " 2 7 ' - 5 7 / 8 " 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 8X8X1/4 STEEL BEAM - COORD. WITH STRUCT. CL OF COLUMN AT UNDERSIDE OF BEAM 8X8 WOOD COLUMN - RE: STRUCT. - TYP. NEW (PHASE II) CURTAIN WALL ASSEMBLY - RE: PLAN 6X8 WOOD BEAM - RE: STRUCT. - TYP. 8X8 WOOD COLUMN - RE: STRUCT. - TYP. NEW (PHASE II) CURTAIN WALL ASSEMBLY - RE: PLAN 6X8 WOOD BEAM - RE: STRUCT. - TYP. 2 0 . 0 0 °2' - 6 1 / 4 " 2 1/4" / 12"1/4" / 12" 3 3 3 3 3 AA BB 101 CC 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 8 - 1 0 - S E T T O D A T E ( U P D A T E D ) - 3/4" = 1'-0" 8/ 1 1 / 2 0 2 0 1 2 : 3 6 : 4 0 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 PROJECT COVER SHEET (PHASE I & II) 3/4" = 1'-0"A312 1 WALL SECTION 1 (REMODEL - PHASE II) 3/4" = 1'-0"A312 2 WALL SECTION 2 (REMODEL - PHASE II) REFER TO STRUCTURAL DRAWINGS AND THREE ELEMENT TIMBER AND STEEL SHOP DRAWINGS FOR DIMENSIONS AND DETAILS OF STEEL AND TIMBER ELEMENTS 3 No. Description Date 2 SET UPDATES 2020-07-13 3 ENTRY UPDATES 2020-08-10 Reviewed by SAFEbuilt 09/17/2020 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 AND PART EXTERIOR INSULATION TO BE A TOTAL OF R-22 MIN. 3."STUCCO" MATERIAL AS APPROVED BY OWNER 1" XPF (R-5) STUCCO 1L = 1" STUCCO LIGHT COLOR 2L = 2" STUCCO LIGHT COLOR 1D = 1" STUCCO DARK COLOR EXISTING CMU WALL - - /2 A501 2 2 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" VA R I E S 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 3X6 T&G SOFFIT STANDING METAL SEAM ROOF 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 8 - 1 0 - S E T T O D A T E ( U P D A T E D ) - As indicated 8/ 1 1 / 2 0 2 0 1 2 : 3 6 : 4 6 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 PROJECT COVER SHEET (PHASE I & II) 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 2 SET UPDATES 2020-07-13 3 ENTRY UPDATES 2020-08-10 Reviewed by SAFEbuilt 09/17/2020 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 8 - 1 0 - S E T T O D A T E ( U P D A T E D ) - 12" = 1'-0" 8/ 1 1 / 2 0 2 0 1 2 : 3 6 : 4 9 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 PROJECT COVER SHEET (PHASE I & II) No. Description Date Reviewed by SAFEbuilt 09/17/2020 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 8 - 1 0 - S E T T O D A T E ( U P D A T E D ) - 12" = 1'-0" 8/ 1 1 / 2 0 2 0 1 2 : 3 6 : 5 2 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 PROJECT COVER SHEET (PHASE I & II) No. Description Date Reviewed by SAFEbuilt 09/17/2020 1 2 3 UN I T H E I G H T UNIT WIDTH PLATE GLASS BUTT JOINTED & SEALED WITH ADJACENT PIECE - COORD. IN THE FIELD UN I T H E I G H T UNIT WIDTH EXISTING INT. FIXED WINDOW TO REMAIN HORZ. SLIDER 4 UN I T H E I G H T UNIT WIDTH INTERIOR FIXED WINDOW UNIT WIDTH UN I T H E I G H T SWING STOREFRONT W/ KICKPLATE A SWING GLAZED B SECTIONAL PANEL SL-45 UN I T H E I G H T UNIT WIDTH SWING SINGLE C UN I T H E I G H T UNIT WIDTH SWING DBL. DOOR FLUSH D UNIT WIDTH UN I T H E I G H T UNIT WIDTH UN I T H E I G H T 10 " UN I T H E I G H T 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 8 - 1 0 - S E T T O D A T E ( U P D A T E D ) - As indicated 8/ 1 1 / 2 0 2 0 1 2 : 3 6 : 5 4 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 PROJECT COVER SHEET (PHASE I & II) 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 UU 2' - 10 1/2" 6' - 0" VV 2' - 10 1/2" 6' - 0" WW 2' - 10 1/2" 6' - 0" XX 2' - 10 1/2" 6' - 0" YY 2' - 10 1/2" 6' - 0" ZZ 2' - 10 1/2" 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. 2 No. Description Date 2 SET UPDATES 2020-07-13 Reviewed by SAFEbuilt 09/17/2020 FIRST LEVEL - T.O. SLAB 100' - 0" ± 8' - 9 1/2" EQ EQ ± 8 ' - 9 9 / 1 6 " ± 1 ' - 8 5 / 1 6 " 7' - 1 1 / 4 " 3 FIRST LEVEL - T.O. SLAB 100' - 0" 101 27' - 5 7/8" 7' - 9" 2' - 0 1/4"3' - 8 1/2"2' - 0 1/4" ± 1 1 ' - 3 1 0 7 / 1 2 8 " 7' - 1 1 / 4 " ± 4 ' - 2 7 5 / 1 2 8 " ± 9 ' - 1 1 4 9 / 1 2 8 " ± 1 ' - 4 2 9 / 6 4 " 3 FIRST LEVEL - T.O. SLAB 100' - 0" EQ EQ ± 8' - 9 1/2" ± 1 0 ' - 3 2 1 3 / 2 5 6 " ± 3 ' - 2 1 4 9 / 2 5 6 " 7' - 1 1 / 4 " 3 FIRST LEVEL - T.O. SLAB 100' - 0" 7' - 2 1 / 2 " 6' - 0" 2' - 2 1/4"3' - 9 3/4" 102 CURTAIN WALL / STOREFRONT GENERAL NOTES: 1. BASIS OF DESIGN: STOREFRONT - MANKO WINDOW SYSTEMS 2450 SERIES 2. BASIS OF DESIGN: CURTAIN WALL - MANKO 250 SERIES, 4" BACK 3. FRAME: ___ 4. GLAZING: ___ 5. STOREFRONT ASSEMBLY SHALL COMPLY WITH OR EXCEED THE REQUIREMENTS WITHIN THE 2015 IECC AND/OR THE TOWN OF ESTES PARK CODE AMENDMENTS. 6. GC TO COORD. AND FIELD VERIFY ASSEMBLIES ROUGH OPENING SIZES & REQUIREMENTS WITH MFR. PRIOR TO ORDERING & FRAMING WINDOWS. 7. 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. 8. SEE DOOR SCHEDULE & RELATED NOTES FOR OPERABLE STOREFRONT PANELS 9. INSULATE ALL STOREFRONT ASSEMBLY SHIM SPACES. 10. ALL EXTERIOR STOREFRONT OPENINGS TO BE WRAPPED WITH TYVEK, AND FITTED WITH SELF-ADHERING FLASHING, INSTALL PER MFR'S SPECIFICATIONS, PRIOR TO SETTING ASSEMBLY. 11. 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 8 - 1 0 - S E T T O D A T E ( U P D A T E D ) - As indicated 8/ 1 1 / 2 0 2 0 1 2 : 3 6 : 5 6 A M A602 CURTAIN WALL / 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 PROJECT COVER SHEET (PHASE I & II) 3/8" = 1'-0"A602 1 CURTAIN WALL AA (PHASE II) 3/8" = 1'-0"A602 2 CURTAIN WALL BB (PHASE II) 3/8" = 1'-0"A602 3 CURTAIN WALL 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: Curtain Wall 8' - 9 9/16" BB Curtain Wall: Curtain Wall 11' - 0" CC Curtain Wall: Curtain Wall 10' - 3 27/32" DD Curtain Wall: Storefront 7' - 2 1/2" FIELD VERY OPENING SIZE PRIOR TO PRODUCTION AND DELIVERY OF DOOR. 3 3 No. Description Date 3 ENTRY UPDATES 2020-08-10 ALL CURTAINWALL LOCATIONS IN THIS PROJECT (AS DEPICTED IN DETAILS 1,2,3 THIS PAGE) REV.3 14 SEP20 Reviewed by SAFEbuilt 09/17/2020 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 EX I T E X I T EXIT EXIT EX I T EX I T EX I T EXITEX I T EXIT EXIT EX I T EXIT EXISTING LIGHTING TO REMAIN SR ELEC. PANELS - COORD. WITH ELEC. CONTRACTOR IN THE FIELD EX I T 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 EX I T 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 8 - 1 0 - S E T T O D A T E ( U P D A T E D ) - 1/4" = 1'-0" 8/ 1 1 / 2 0 2 0 1 2 : 3 6 : 5 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 PROJECT COVER SHEET (PHASE I & II) NORTH 1/4" = 1'-0"E111 1 FIRST LEVEL ELECTRICAL 1/4" = 1'-0" ELECTRICAL LEGEND No. Description Date (PHASE 1 -INTERIOR WORK SHOWN FOR REFERENCE ONLY) PHASE TWO WORK -EXTERIOR WIRING AND FIXTURES Reviewed by SAFEbuilt 09/17/2020 9.11.2020 - Reviewed by SAFEbuilt 09/17/2020 Deferred submittal. Submit for approval prior to installation.