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HomeMy WebLinkAboutFile Documents.905 Chatfield Rd.0111.2018 (60).ARBK An Employee-Owned Company Date: February 05, 2021 City of Aspen Pitkin County, Colorado Vertical Setback Compliance Survey Name of Project: 905 Chatfield Road General Contractor: G.F. Woods Construction Based on a survey performed by High Country Engineering, Inc. between January 19, 2021 and February 3, 2021, the roof heights from the most restrictive grades, excluding the chimney exemption, on the new residence constructed at 905 Chatfield Road, Lot 4 of West Aspen Subdivision, are shown at lettered locations ‘D’ and ‘H’. These points were calculated to the top of roof sheathing, but were measured to the top of the flashing gravel stop shown on the following detail sheets. The elevations of existing grade (most restrictive) at these points were determined to be 7825.0’ (D) and 7826.5’ (H), which correlate to heights of 25.6’ and 24.9’, respectively. Because design roof heights are calculated to the top of roof sheathing, the as-built at the top of the gravel stop, roof height ‘D’ can be reduced to 25’ to accurately reflect the height to the roof sheathing. Dimensioned details of the constructed roof build up were provided by G.F. Woods Construction marked up on sheets A-007, A-500 and A-540 on the architectural plan set drawn by CCY Architects and can be found on the following pages. When comparing the collected survey data to sheet A-007 (Height Limits) provided by CCY Architects, this building does lie within the vertical setback. Please free feel to contact me with any questions. Bill Baker, PLS #23875 High Country Engineering, Inc. 1517 Blake Avenue, Suite 101 Glenwood Springs, CO 81601 Email: bbaker@hceng.com Civil Engineering Land Surveying COIVBCOBYNO.DATEPROJECT NO.REVISIONHIGH COUNTRY ENGINEERING, INC. PHONE (970) 945-8676 - FAX (970) 945-2555 www.hceng.com drawn by: checked by: date: file: 1517 BLAKE AVENUE, STE 101, GLENWOOD SPRINGS, CO 81601 COLORADO 811CALL BEFOREYOU DIGUtility NotificationCenter of Colorado2171653.001G.F. WOODS CONSTRUCTION 905 CHATFIELD ROAD CITY OF ASPEN, COLORADO ZONING COMPLIANCE VERIFICATION AS-BUILT SITE PLAN BDB BWAB 02/05/21 ASBUILT.DWG 905 CHATFIELD ROAD, ASPEN, COLORADOMORE PARTICULARLY DESCRIBED AS LOT 4, WEST ASPEN SUBDIVISION, FILING No. 3SECTION 2, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH P.M.COUNTY OF PITKIN, STATE OF COLORADOZONING COMPLIANCE VERIFICATION SITE PLANPROPERTY DESCRIPTIONNOTESSURVEYOR S CERTIFICATE A-205 1 1 A-302 1 A-300 A-202 1 A-203 1 A-2001 1 A-303 1 A-304 A 1 2 5 Z1 Z2 Y1 V1 X1 V2 1 A-305 B 3 4 Y21/4" /12"1/4" /12"3/4" / 12"3/4" / 12"1/4" /12"RD RD RD RD RD RD RD RD LOWER PORCH ROOF LOWER PORCH ROOF 168.00°192.00°STONE PANEL WALL WITH CAPSTONE LOW CHIMNEY TOP 165.00°PREDEVELOPMENT GRADE DASHED A B F H G J K D I E C 1/4"/12" 1 /4 "/1 2 " 3/4" / 12" 3 /4 " / 1 2 "7825'7825'7830'A-201 1 A-204 1 7828'-6" PROPOSED GRADE 7845'-0" 7839'-6 3/4" 7838'-11 1/8" 7828'-0"7828'7827'7826'PROPOSED GRADE PRE-DEVELOPMENT GRADE GRADE LEGEND (GRADES SHOWN WITH 25' VERTICAL PROJECTION) 228 Midland Avenue | PO Box 529 | Basalt, Colorado 81621 970-927-4925 | www.ccyarchitects.com DATE: DRAWN BY:CHECKED BY: PROJECT NUMBER: ISSUE: HISTORY: SCALE: © COTTLE CARR YAW ARCHITECTS, LTD. 04/19/2018 As indicated Author 17007 HEIGHT LIMITS A-007SILVERSTEIN RESIDENCEBUILDING PERMIT 04-19-2018 905 Chatfield Rd. Aspen, CO 81611Checker ROOF HEIGHT LIMITS WTWTWT PRE-DEVELOPMENT GRADE ELEVATION PROPOSED GRADE ELEVATION ELEVATION OF T.O. ROOF SHEATHING MOST RESTRICTIVE ROOF HEIGHT ABOVE MOST RESTRICTIVE GRADE COMMENTS A 7821' - 6" 7820'-6" 7843' - 4 5/8" PROPOSED 22' - 10 5/8" B 7819' - 6" 7818'-0" 7842' - 3 1/2" PROPOSED 23' - 9 1/2" C 7821' - 6" 7821'-0" 7846' - 9 1/2" PROPOSED 25' - 3 1/2" CHIMNEY EXEMPTION D 7825' - 0" 7828'-6" 7849' - 11 7/8" PREDEVELOPMENT 24' - 11 7/8" E 7823' - 0" 7821'-0" 7842' - 3 1/2" PROPOSED 21' - 3 1/2" F 7826' - 9" 7828'-0" 7842' - 3 1/2" PREDEVELOPMENT 15' - 6 1/2" G 7829' - 6" 7829'-0" 7848' - 10 1/8" PROPOSED 19' - 10 1/8" H 7826' - 6" 7828'-6" 7849' - 11 7/8" PREDEVELOPMENT 23' - 5 7/8" I 7830' - 6" 7829'-0" 7848' - 10 1/8" PROPOSED 19' - 10 1/8" J 7830' - 6" 7829'-0" 7849' - 11" PROPOSED 20' - 11" K 7834' - 6" 7829'-6" 7848' - 10 1/8" PROPOSED 19' - 4 1/8" 1/8" = 1'-0" HEIGHT LIMITS 1 NORTH REV. #DATE DESCRIPTION 7843.7 7843.0 7845.3 7850.6 7842.8 7842.8 7850.5 7851.4 7850.4 7851.8 7850.3 7820.3 7818.8 7820.1 7820.2 7827.7 7829.0 7829.7 7829.7 7830.1 SEE FOLLOWING SHEETS FOR DIMENSIONS TO TOP OF SHEATHING T.O. FLASHING GRAVEL STOP ELEVATIONSAS-BUILT GRADES SURVEYED ROOF HEIGHT VERIFICATION MARKUP UP A-205 1 1 A-302 1 A-300 A-202 1 A-203 1 A-2001 1 A-303 1 A-304 A 1 2 5 Z1 Z2 Y1 V1 X1 V2 1 A-305 B 3 4 Y21/4" /12"1/4" /12"3/4" / 12"3/4" / 12"1/4" /12"RD RD RD RD RD RD RD RD LOWER PORCH ROOF LOWER PORCH ROOF 168.00°192.00°STONE PANEL WALL WITH CAPSTONE LOW CHIMNEY TOP 165.00°PREDEVELOPMENT GRADE DASHED A B F H G J K D I E C 1/4"/12" 1 /4 "/1 2 " 3 /4 " / 1 2 "7825'7825'7830'A-201 1 A-204 1 7828'-6" PROPOSED GRADE 7845'-4 1/4" 7838'-11 5/8"7828'7827'7826'11/16" / 12"SK -6 3 SK-19 2 SK-19 1 SK-19 3SK-19 4 SK-19 5 18'-4 5/8" OVERFLOW SCUPPER 2 A-540 2 A-540 BUILT UP INSULATION @ 1/4"/FT. REQUIRED FOR DRAINAGE BACK TO SCUPPER FROM POINT 'D': 4" BUILD-UP OF RIGID INSULATION + 2" FLASHING GRAVEL STOP + 1/4" MEMBRANE + 1/2" DENSDECK = 6 3/4" TOTAL ASSEMBLY ABOVE SHEATHING AT POINT 'D' **SEE ROOF DETAILS ON FOLLOWING PAGES PROPOSED GRADE PRE-DEVELOPMENT GRADE GRADE LEGEND (GRADES SHOWN WITH 25' VERTICAL PROJECTION) 228 Midland Avenue | PO Box 529 | Basalt, Colorado 81621 970-927-4925 | www.ccyarchitects.com DATE: DRAWN BY:CHECKED BY: PROJECT NUMBER: ISSUE: HISTORY: SCALE: © COTTLE CARR YAW ARCHITECTS, LTD. 09/25/2018 100% SD 100% DD 09-15-2017 DATE ISSUED 03-05-2018 BUILDING PERMIT 04-19-2018 100% CD 09-25-2018 X X X X ISSUE As indicated Author 17007 HEIGHT LIMITS A-007SILVERSTEIN RESIDENCEREVISED GARAGE DOOR ASI-14, REVISION #2 10-23-2020 905 Chatfield Rd. Aspen, CO 81611Checker ROOF HEIGHT LIMITS WTWTWT PRE-DEVELOPMENT GRADE ELEVATION PROPOSED GRADE ELEVATION ELEVATION OF T.O. ROOF SHEATHING MOST RESTRICTIVE ROOF HEIGHT ABOVE MOST RESTRICTIVE GRADE COMMENTS A 7821' - 6" 7820'-6" 7843' - 4 5/8" PROPOSED 22' - 10 5/8" B 7819' - 6" 7818'-0" 7842' - 3 1/2" PROPOSED 23' - 9 1/2" C 7821' - 6" 7821'-0" 7846' - 9 1/2" PROPOSED 25' - 3 1/2" CHIMNEY EXEMPTION D 7825' - 0" 7828'-6" 7849' - 11 7/8" PREDEVELOPMENT 24' - 11 7/8" E 7823' - 0" 7821'-0" 7842' - 3 1/2" PROPOSED 21' - 3 1/2" F 7826' - 9" 7828'-0" 7842' - 3 1/2" PREDEVELOPMENT 15' - 6 1/2" G 7829' - 6" 7829'-0" 7850' - 3 7/8" PROPOSED 21' - 3 7/8" H 7826' - 6" 7828'-6" 7851' - 4 3/4" PREDEVELOPMENT 24' - 11 5/8" I 7830' - 6" 7829'-0" 7850' - 3 7/8" PROPOSED 21' - 3 7/8" J 7830' - 6" 7829'-0" 7851' - 4 3/4" PROPOSED 22' - 4 3/4" K 7834' - 6" 7829'-6" 7850' - 3 7/8" PROPOSED 20' - 9 7/8" 1/8" = 1'-0" HEIGHT LIMITS 1 NORTH 2 22 2 2 2 2 2 REV. #DATE DESCRIPTION 2 05/13/2019 REVISION 2 F1 TYP. INTERIOR - SLAB ON GRADE 1 1/2" = 1'-0" T.O. FINISH FLOOR RE: SECTIONS INT CONCRETE SLAB ON GRADE, RE: STRUCTURAL FLOOR FINISH VARIES; RE: ROOM FINISH SCHEDULE 2" RIGID INSULATION (R-10) VAPOR/RADON BARRIER UNDISTURBED SOILS OR COMPACTED BACKFILL PER SOILS REPORT RADON MITIGATION SYSTEM SEAL ALL VAPOR BARRIER AND SLAB PENETRATIONS AND JOINTS IN ACCORDANCE W/ RADON MITIGATION SYSTEM AND PROCEDURE REQ'S T.O. FINISH FLOOR RE: SECTIONS EXT FLOOR FINISH VARIES; RE: ROOM FINISH SCHEDULE UNDISTURBED SOILS OR COMPACTED BACKFILL PER SOILS REPORT 2" RIGID INSULATION (R-10) AT SNOWMELT LOCATIONS ONLY, RE: SITE PLAN FOR SNOWMELT LOCATIONS PROVIDE SNOWMELT WHERE INDICATED, RE: SITE PLAN F3 TYP. FRAMED FLOOR AT LOWER LEVEL 1 1/2" = 1'-0" T.O. FINISH FLOOR RE: SECTIONS INT CLG LEVEL RE: RCP'S FLOOR SHEATHING RE: STRUCTURAL FLOOR FRAMING RE: STRUCTURAL PROVIDE 'QUIET ROCK' GWB AT LOCATIONS WITH MECHANICAL EQUIPMENT TOTAL INSULATION R-VALUE = R-10 TOTAL INSULATION R-VALUE = R-10 F2 TYP. EXTERIOR - SLAB ON GRADE 1 1/2" = 1'-0" F4 TYP. FRAMED FLOOR AT MAIN LEVEL 1 1/2" = 1'-0" T.O. FINISH FLOOR RE: SECTIONS INT INT FLOOR SHEATHING RE: STRUCTURAL FLOOR FINISH VARIES; RE: ROOM FINISH SCHEDULE 6" MINIMUM SOUND ATTENUATION BATT INSULATION, TYP. ALL FRAMED FLOORS FLOOR FRAMING RE: STRUCTURAL CLG LEVEL RE: RCP'S SUSPENDED METAL CEILING F6 TYP. EXT. FLOOR AT UPPER LEVEL OVERHANG 1 1/2" = 1'-0" T.O. FINISH FLOOR RE: SECTIONS EXT INT FLOOR FINISH VARIES; RE: ROOM FINISH SCHEDULE FLOOR FRAMING RE: STRUCTURAL TOTAL INSULATION R-VALUE = R-54 1" RIGID INSULATION (R-5) CLG LEVEL RE: RCP'SMIN.7 1/2"7 1/2" MIN. CLOSED CELL SPRAY FOAM INSULATION (R-49), FILL ALL FRAMING VOIDS, COMPLETELY ENCAPSULATE ALL STEEL FRAMING 1/2" PLYWOOD SHEATHING, RE: STRUCTURAL F5 TYP. EXT. FLOOR AT MAIN LEVEL OVERHANG 1 1/2" = 1'-0" T.O. FINISH FLOOR RE: SECTIONS INT FLOOR SHEATHING RE: STRUCTURAL FLOOR FINISH VARIES; RE: ROOM FINISH SCHEDULE FLOOR FRAMING RE: STRUCTURALMIN.7 1/2"7 1/2" MIN. CLOSED CELL SPRAY FOAM INSULATION (R-49), FILL ALL FRAMING VOIDS, COMPLETELY ENCAPSULATE ALL STEEL FRAMING EXT 1" RIGID INSULATION (R-5) TOTAL INSULATION R-VALUE = R-54 CLG LEVEL RE: RCP'S STRUCT.RE:4 7/8".CRAWLSPACE: @ F1B GRAVEL AT CRAWLSPACES @ F1BFLOOR FINISH VARIES; RE: ROOM FINISH SCHEDULE CEILING FINISH VARIES, RE: RCP'S & ROOM FINISH SCHEDULE CEILING FINISH VARIES, RE: RCP'S & ROOF FINISH SCHEDULE INT CRAWLSPACE EXT. SOFFIT TO BE 1X T&G; RE: SPEC. FOR SPECIES & FINISH, RE: RCP's FOR ORIENTATION UNDER FRAMING, (RE: STRUCT.) AS REQUIRED TO ACHIEVE SOFFIT HEIGHT, RE: RCP's; ASSUME EXT. SOFFIT HEIGHT MATCHES ADJACENT INT. CEILING HEIGHT U.N.O. WRB/AIR BARRIER, LAP & SEAL ALL JOINTSVARIES7 1/4"7 1/4"7 1/4"1/2" PLYWOOD SHEATHING1/8"5 1/4"1/8" EXT. SOFFIT TO BE 1X T&G; RE: RCP's FOR ORIENTATION, RE: SPEC. FOR SPECIES & FINISH, ASSUME EXT. SOFFIT HEIGHT MATCHES ADJACENT INT. CEILING HEIGHT U.N.O. WRB/AIR BARRIER, LAP & SEAL ALL JOINTS 1/8"5 1/4"1/8" GALVANIZED WIRE MESH WEATHERPROOF MEMBRANE FREE DRAINING GRAVEL PER SOILS REPORT or CONCRETE TOPPING SLAB WITH RADIANT HEAT TUBING CONCRETE TOPPING SLAB WITH RADIANT HEAT TUBING CONCRETE TOPPING SLAB WITH RADIANT HEAT TUBING 1 1/8" PLYWOOD SHEATHING WITH RADIANT HEAT TUBING, RE: SPEC 4" MINF7 TYP. FRAMED FLOOR AT UPPER LEVEL 1 1/2" = 1'-0" T.O. FINISH FLOOR RE: SECTIONS INT CLG LEVEL RE: RCP'S FLOOR FRAMING RE: STRUCTURAL 6" MINIMUM SOUND ATTENUATION BATT INSULATION, TYP. ALL FRAMED FLOORS FLOOR FINISH VARIES; RE: ROOM FINISH SCHEDULE CEILING FINISH VARIES, RE: RCP'S & ROOM FINISH SCHEDULEINT NOTE: SEE F9 FOR TILE ASSEMBLY 1 1/8" PLYWOOD SHEATHING WITH RADIANT HEAT TUBING, RE: SPEC R2 TYP. INSULATED MEMBRANE ROOF 1 1/2" = 1'-0" RE: ROOF PLAN SLOPE INT EXT FRAMING RE: STRUCT. (TYP.) 7 1/2" MIN. CLOSED CELL SPRAY FOAM INSULATION (R-49), FILL ALL FRAMING VOIDS, COMPLETELY ENCAPSULATE ALL STEEL FRAMING R3 TYP. NON-INSULATED MEMBRANE ROOF 1 1/2" = 1'-0" TOTAL INSULATION R-VALUE = R-59 RE: ROOF PLAN SLOPE EXT EXT FRAMING RE: STRUCT. (TYP.) ASSUME EXT. SOFFIT IS IN PLANE WITH INTERIOR CEILING, RE: SPEC. R1 TYP. BALLASTED FLAT ROOF 1 1/2" = 1'-0" TOTAL INSULATION R-VALUE = R-59 INT EXT CLG LEVEL RE: RCP'S FLOOR FRAMING RE: STRUCTURAL 7 1/2" MIN. CLOSED CELL SPRAY FOAM INSULATION (R-49), FILL ALL FRAMING VOIDS, COMPLETELY ENCAPSULATE ALL STEEL FRAMING 7 1/2"RE: ROOF PLAN SLOPE 1" MIN. RIGID INSULATION (R-10)MIN.7 1/2"R4 TYP. NON-INSULATED CANOPY ROOF 1 1/2" = 1'-0" RE: ROOF PLAN SLOPE EXT EXT FRAMING RE: STRUCT. (TYP.) CEILING FINISH VARIES, RE: RCP'S & ROOM FINISH SCHEDULE 1/2" PLYWOOD SHEATHING, OR BACKER BOARD AT WET LOCATIONS T.O. SHEATHING RE: STRUCT. 2" MIN. RIGID INSULATION (R-10) CEILING FINISH VARIES, RE: RCP'S & ROOM FINISH SCHEDULE 1/2" PLYWOOD SHEATHING, OR BACKER BOARD AT WET LOCATIONS 1/2" PLYWOOD SHEATHING, OR BACKER BOARD AT WET LOCATIONS CEILING FINISH VARIES, RE: RCP'S & ROOM FINISH SCHEDULE 2" MIN. RIGID INSULATION (R-10) SINGLE PLY MEMBRANE ROOF WITH APPLIED SEAMS. CLASS 'A' ROOF ASSEMBLY –MINIMUM 1/4" NON- COMBUSTIBLE GLASS MAT SHEATHING / PROTECTION BOARD - PER ESR 1157 ASSUME EXT. SOFFIT IS IN PLANE WITH INTERIOR CEILING, RE: SPEC. 1/4" SLOPED RIGID INSULATION TO INTEGRAL GUTTER, RE: ROOF PLYWOOD ROOF SHEATHING, RE: STRUCT. ASSUME EXT. SOFFIT IS IN PLANE WITH INTERIOR CEILING, RE: SPEC. 1/4" PLYWOOD SHEATHING, OR BACKER BOARD AT WET LOCATIONS CEILING FINISH VARIES, RE: RCP'S & ROOM FINISH SCHEDULE 2" STONE BALLAST, RE: SPEC FOR COLOR 1/8"5 1/4"1/8" SINGLE PLY MEMBRANE ROOF WITH APPLIED SEAMS. CLASS 'A' ROOF ASSEMBLY –MINIMUM 1/4" NON- COMBUSTIBLE GLASS MAT SHEATHING / PROTECTION BOARD - PER ESR 1157 SINGLE PLY MEMBRANE ROOF. CLASS 'A' ROOF ASSEMBLY –MINIMUM 1/4" NON- COMBUSTIBLE GLASS MAT SHEATHING / PROTECTION BOARD - PER ESR 1157 HYDROBAN LATICRETE PLATINUM THIN SET 2" MORTAR CLASS A ROOF ASSEMBLYCLASS A ROOF ASSEMBLYCLASS A ROOF ASSEMBLYCLASS A ROOF ASSEMBLY FULL DEPTH SOUND ATTENUATION BATT INSULATION, R-38 MINIMUM AT FLOORS OVER CRAWL SPACE TOTAL INSULATION R-VALUE @ CRAWL SPACE = R-38 MINIMUM 1/4" NON-COMBUSTIBLE GLASS MAT SHEATHING / PROTECTION BOARD MINIMUM 1/4" NON-COMBUSTIBLE GLASS MAT SHEATHING / PROTECTION BOARD 1/4" DRAINAGE MAT RADIANT HEAT TUBING F8 TYP. EXTERIOR - WATERPROOF DECK 1 1/2" = 1'-0"STRUCT.RE:T.O. FINISH FLOOR RE: SECTIONS EXT FLOOR FINISH VARIES; RE: ROOM FINISH SCHEDULE 2" RIGID INSULATION (R-10) AT SNOWMELT LOCATIONS ONLY, RE: SITE PLAN FOR SNOWMELT LOCATIONS PROVIDE SNOWMELT WHERE INDICATED, RE: SITE PLAN TOTAL INSULATION R-VALUE = R-104 7/8".GALVANIZED WIRE MESH WEATHERPROOF MEMBRANE HYDROBAN LATICRETE PLATINUM THIN SET 2" MORTAR 1/4" DRAINAGE MAT STRUCT.RE:CONCRETE SLAB ON GRADE, RE: STRUCTURAL CONCRETE SLAB ON GRADE, RE: STRUCTURAL POOL & SPA VAULT 2 1/4"3/4"3/4"2 1/4"2 1/4"PLYWOOD ROOF SHEATHING, RE: STRUCT. PLYWOOD ROOF SHEATHING, RE: STRUCT. PLYWOOD ROOF SHEATHING, RE: STRUCT. (SLOPED FOR POSITIVE DRAINAGE, 1" MAX THICKNESS) HYDROTECH BALLAST - CLASS "A"1 MINIMUM 1/4" NON-COMBUSTIBLE GLASS MAT SHEATHING / PROTECTION BOARD HYDROTECH -MONOLITHIC MEMBRANE 6125 & HYDROFLEX,.3" HYDROTECH -HYDROFLEX OR APPROVED ALTERNATE 1/8"5 1/4"1/8" F4b ACOUSTIC FRAMED FLOOR AT MAIN LEVEL 1 1/2" = 1'-0" F4b F45MM ACOUSTIC RUBBER UNDERLAYMENT 'QUIET ROCK' GWB (2) 10 10 10 10 @ MASTER ABOVE MECH / CRAWL SPACE SOUND ATTENUATING BATT INSULATION OPEN CELL SPRAY FOAM INSULATION 1" MIN5 3/16"228 Midland Avenue | PO Box 529 | Basalt, Colorado 81621 970-927-4925 | www.ccyarchitects.com DATE: DRAWN BY:CHECKED BY: PROJECT NUMBER: ISSUE: HISTORY: SCALE: © COTTLE CARR YAW ARCHITECTS, LTD. 09/25/2018 100% SD 100% DD 09-15-2017 DATE ISSUED 03-05-2018 BUILDING PERMIT 04-19-2018 100% CD 09-25-2018 X X X X ISSUE 1 1/2" = 1'-0" KB 17007 TYP. FLOOR/ROOF ASSEMBLIES A-500SILVERSTEIN RESIDENCEREVISED GARAGE DOOR ASI-14, REVISION #2 10-23-2020 905 Chatfield Rd. Aspen, CO 81611GR REV. #DATE DESCRIPTION 1 3/22/2019 REVISION 1 10 1/17/2020 ASI-08 LIGHTING F.O.S. F.O.S.F.O.S. F.O.S. R1R1 F.O.S. R4 F.O.F.B F.O.S. F.O.S. F.O.S. R2 W4 RE: STRUCTURAL 1 1/2" 2". TYP 6 7/8" TYP2" TYPINT EXT MIN 7 1/2" B.O. CEILING RE: RCPS SINGLE PLY ROOF MEMBRANE, TIE IN METAL FLASHING AT ROOF EDGE R2 RE: ROOF PLAN R3 B.O. CEILING RE: RCPS 1 1/2" TYP.9 1/2"TYP CURTAIN WALL SYSTEM WRB / AIR BARRIER SHEET METAL FLASHING SINGLE PLY ROOF MEMBRANE, TIE IN METAL FLASHING AT ROOF EDGE EXTINT SPRAY FOAM INSULATION TO CREATE CONTINUOUS AIR BARRIER, ANY SEAMS AND JOINTS TO BE SEALED PER R402.4 INSULATE EAVE TO CREATE SEALED CONDIDTION (TYP) 2 3/4". BEAM, RE: STRUCTURAL COLUMN, RE: STRUCTURAL R4 SLOPE RE: ROOF PLAN 1 1/2" TYP8 5/8".3" B.O. SOFFIT RE: RCPS SINGLE PLY ROOF MEMBRANE, TIE IN METAL FLASHING AT ROOF EDGE INT EXT SHEET METAL FLASHING FRAMING, RE: STRUCTURAL R2 2" TYP MIN 7 1/2" 1/2". 1/2" TYP 3 1/4" TYP B.O. CEILING RE: RCPS 3 3/4" TYP 2 3/4". 1 1/2" TYP 3 1/4" TYP WINDOW SYSTEM SINGLE PLY ROOF MEMBRANE, TIE IN METAL FLASHING AT ROOF EDGE 7 WOOD SOFFIT R2 R3 B.O. CEILING RE: RCPS 1 1/2" TYP.9 1/2"3 1/4". TYP WINDOW SYSTEM SHEET METAL FLASHING WRB / AIR BARRIER SINGLE PLY ROOF MEMBRANE, TIE IN METAL FLASHING AT ROOF EDGE EXTINT SPRAY FOAM INSULATION TO CREATE CONTINUOUS AIR BARRIER, ANY SEAMS AND JOINTS TO BE SEALED PER R402.4 INSULATE EAVE TO CREATE SEALED CONDITION R2 W4 INT EXT MIN 7 1/2" 2" TYP 3 1/4" TYP B.O. CEILING RE: RCPS 3 3/4" TYP 1 1/2" TYP 1/2" TYP 2 3/4". SHEET METAL FLASHING FRAMING, RE: STRUCTURAL SINGLE PLY ROOF MEMBRANE, TIE IN METAL FLASHING AT ROOF EDGE INT EXT B.O. CEILING RE: RCP'S 1 1/2" TYP8 1/2"2 3/4". SHEET METAL FLASHING WRB / AIR BARRIER TYP WINDOW SYSTEM SINGLE PLY ROOF MEMBRANE, TIE IN METAL FLASHING AT ROOF EDGE INT EXT B.O. CEILING RE: RCP'S WRB / AIR BARRIER SELF ADHERED FLASHING, LAP OVER METAL FLASHING SINGLE PLY ROOF MEMBRANE, TIE IN METAL FLASHING AT ROOF EDGE SHEET METAL FLASHING SHEET METAL FLASHING FRAMING, RE: STRUCTURAL TYP WINDOW SYSTEM INTEXT 6 1/8" MIN. 6 3/8" B.O. CEILING & SOFFIT RE: RCPS T.O. FINISH FLOOR RE: PLANS R4 F6 SLOPE RE: ROOF PLAN TYP CURTAIN WALL SYSTEM FRAMING, RE: STRUCTURAL TYP CURTAIN WALL SYSTEM WRB / AIR BARRIER SHEET METAL FLASHING SINGLE PLY ROOF MEMBRANE, TIE IN METAL FLASHING AT ROOF EDGE HEAT TAPE 5 1/2"7 WOOD TO MATCH STAIR TREAD 6 1/8" BLACKENED PLATE STEEL 4 5/8"1'-5 1/8"1'-4 1/2" 10 1/8"1'-0" 1'-10 1/8" INT EXT R2 1 1/2" TYP MIN 7 1/2" 3 1/4" TYP 3 3/4" TYP 2" TYP B.O. CEILING RE: RCPS 3 1/4. 1/2" TYP SHEET METAL FLASHING FRAMING, RE: STRUCTURAL TYP CURTAIN WALL SYSTEM SINGLE PLY ROOF MEMBRANE, TIE IN METAL FLASHING AT ROOF EDGE 2" TYP.2" MIN. RIGID INSULATION (R-10), EXTRA BUILD-UP REQUIRED FOR DRAINAGE BACK TO SCUPPER AT 1/4"/FT MINIMUM 1/4" NON-COMBUSTIBLE GLASS MAT SHEATHING / PROTECTION BOARD TOP OF TYP. METAL FLASHING FASCIA & POINT OF ROOF SURVEY MEASUREMENT4 1/2" MIN. TYP.R2 W4 INT EXT MIN. 7 1/2" B.O. CEILING RE: RCPS 2" TYP 2" TYP3 1/4" TYP 3 3/4" TYP 1 1/2" TYP 1/2" TYP 1 1/2" TYPVARIES7" TYP3 1/4". SHEET METAL FLASHING FRAMING, RE: STRUCTURAL SINGLE PLY ROOF MEMBRANE, TIE IN METAL FLASHING AT ROOF EDGE R1 R4 W6 B.O. CEILING RE: RCP'S 3" SLOPE SLOPE RE: RCP 9 1/4"1 1/2" TYP.FRAMING, RE: STRUCTURAL SINGLE PLY ROOF MEMBRANE, TIE IN METAL FLASHING AT ROOF EDGE SHEET METAL FLASHING SHEET METAL FLASHING, COLOR TO MATCH STUCCO EXT INT CANOPY FASCIA TO TIE IN WITH ROOF FASCIA BEYOND SHEET METAL FLASHING 2 1/2".228 Midland Avenue | PO Box 529 | Basalt, Colorado 81621 970-927-4925 | www.ccyarchitects.com DATE: DRAWN BY:CHECKED BY: PROJECT NUMBER: ISSUE: HISTORY: SCALE: © COTTLE CARR YAW ARCHITECTS, LTD. 09/25/2018 100% SD 100% DD 09-15-2017 DATE ISSUED 03-05-2018 BUILDING PERMIT 04-19-2018 100% CD 09-25-2018 X X X X ISSUE 1 1/2" = 1'-0" -- 17007 ROOF DETAILS A-540SILVERSTEIN RESIDENCEREVISED GARAGE DOOR ASI-14, REVISION #2 10-23-2020 905 Chatfield Rd. Aspen, CO 81611-- 1 1/2" = 1'-0" ROOF @ WOOD SIDING -HALF FASCIA 51 1/2" = 1'-0" ROOF RAKE @ WINDOW 6 1 1/2" = 1'-0" CANOPY AT ENTRY PATIO 10 1 1/2" = 1'-0" ROOF -HEAD @ ROOF EDGE_C 4 1 1/2" = 1'-0" ROOF AT UPPER LEVEL OVERHANG 7 1 1/2" = 1'-0" ROOF @ WOOD SIDING FASCIA_B 3 1 1/2" = 1'-0" ROOF AT MASTER BEDROOM 111 1/2" = 1'-0" ROOF MASTER BEDROOM CANOPY 12 1 1/2" = 1'-0" CANOPY AT ENTRY FOYER 9 1 1/2" = 1'-0" ROOF -HEAD @ ROOF EDGE CW-50_A 2 1 1/2" = 1'-0" ROOF @ WOOD SIDING -FULL FASCIA 1 1 1/2" = 1'-0" CANOPY ROOF DETAIL AT MASTER BATH 8 REV. #DATE DESCRIPTION 7 11/08/2019 ASI-05 WINDOW DETAILS