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Home My WebLink AboutApplicant Presentation.312 W Hyman AveReference / Sheet Project Location Title Scale:Date Project No. Field Notice No.Dwg. No. Outline Cloud Hill Design, LLC | Snowmass l CO, 81654 l 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/Pitkin County UGB, City of Aspen 312 W Hyman Ave HPC 300 7/26/22 TO: Historic Preservation Officer /Historic Preservation Committee RE: Historic Preservation Committee, Final Review Submitted 07.27.2022 16:30 HPC Final Review Outline is based on the recitals within the conceptual review. HPC hereby approves Conceptual Major Development with the following conditions: 1 . T o p r o v i d e Drainage and Utility Plans with details and the final location of the proposed drain basins, to not conflict with any of the trees propose to maintain, that the drainage design is compliant, and other utilities. 2 . T o p r o v i d e Roof Plan with detailed the location of gutters downspouts snow clips, vents, mechanical, and all roof penetrations, etc. 3 . T o p r o v i d e a d e t a i l e d Preservation Plan including documentation of existing conditions and investigation of historic materials. 4 . T o p r o v i d e drawings of the chimney at Final Review. Specify final location, height, and all other details related to the chimney, etc. 5 . T o p r o v i d e Final Development plans shall be submitted within one year for final review after the final conceptual review plan. 6 . T o provide shading at all skylight locations. 7 . T o p r o v i d e d e t a i l s o n t h e garage overhangs and window elements, be provided at final. 8 . T o p r o v i d e i n f o r m a t i o n f o r a l l n e w window layouts and proportions to be reviewed for context and consistency with the existing windows on the main residence. 9 . T h e p r o p o s e d c o m b i n e d s i d e y a r d s e t b a c k v a r i a n c e o f 7.5’ is granted for the property for the nonconforming historic asset. Reference / Sheet Project Location Title Scale:Date Project No. Field Notice No.Dwg. No. Grading Plan Cloud Hill Design, LLC | Snowmass l CO, 81654 l 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/Pitkin County UGB, City of Aspen 312 W Hyman Ave HPC 300 7/26/22 ( ( * XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XUE XUE XUE XUE X U E X U E X U E X U E X U E X U E X U E X U E X U E X U E X U E X U E X U E X U E XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XTXT XT XTXT X T XT XT X T XT X T X T X T X T X T X T X T X T X T X T XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XCXC XCXC X C X C X C X C X C X C X C X C X C X C X C X C X C X C X C XG XG XG XG XG XGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXG X T X T X T XU E XU E XU E XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS 1.31 1.31 1.31 1.07 0.89 1.12 1.23 1.32 1.32 1.17 1.01 1.01 1.10 1.23 1.30 1.30 1.32 1.32 1.23 1.26 1.22 1.32 1.32 1.32 1.23 1.23 1.23 1.17 1.23 1.29 1.29 1.23 1.79 1.93 TBC:1.88 3.17 3.05 TBC:1.66 1.31 Inlet:1.11 Inlet:0.90 Inlet:1.11 2.86 2.75 2.86 2.38 2.37 2.38 2.38 2.86 2.86 2.82 2.72 3.69 2.01 7902 7902 79 0 2 TBC:1.58 1.27 2.8% 2.2% 2 . 1 % 2 . 0 % Inlet:2.31 1.64 1.33 1.15 1.10 312 West Hyman Main Residence 1.26 Inlet:1.11 312 West Hyman Garage F.F.E. = 7902.86' G a r a g e F . F . E . = 7 9 0 1 . 3 1 ' F.F.E. = 7 9 0 1 . 3 6 ' F.F.E. = 7 9 0 1 . 3 3 ' F . F . E . = 7 9 0 1 . 3 6 ' Self Contained Spa WL = 7902.23' 2.73 2.0% Sandset Flagstone Walkway Exist. Retaining Wall To Remain Gr a v e l D r i v e w a y Sod Concret e R i b b o n D r i v e w a y 4.1% Dryset Steppingstone Path Sandset Flagstone Patio Prop. Stormwater Detention DrywellSandse t Flagsto n e P a t i o (3) 6" Steps 2.80 2.80 79 0 3 7901 79 0 2 7 9 0 1 79 0 2 7903 7904 7902 Property Line (Typ.) Setback Line (Typ.) Stone Curb 1.26 1.26 1.31 Paver Patio 1.17 1.86 8 . 7 % Al l e y (G r a v e l ) We s t H y m a n A v e n u e (A s p h a l t ) Exist. Vegetation (Typ.) Sod Inlet:0.85 79 0 1 Exist. Stormwater Detention Drywell 0.91 0.93 0.96 0.98 Utility Meters To Remain Spa Mechanical Access Hatch 9 . 0 0 2 . 0 0 3 . 0 0 2 . 0 0 2 . 0 0 12.00 Drawing Scale Units (Feet) 1" = 5' 0 5 10 N S W E C.001 Grading Plan Of 5 Pages 01 Co o r d i n a t i o n S e t 07 . 2 6 . 2 0 2 2 VJ T # De s c r i p t i o n Da t e Dr a w n B y 31 2 W e s t H y m a n As p e n , C o l o r a d o 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 JK E Re v i e w e d B y Not For Construction Job #: 22.42 SCALE: 1:2.50 1 312WestHyman.DD.2022.07.26 HPC 300 Reference / Sheet Project Location Title Scale:Date Project No. Field Notice No.Dwg. No. Basins Cloud Hill Design, LLC | Snowmass l CO, 81654 l 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/Pitkin County UGB, City of Aspen 312 W Hyman Ave HPC 300 7/26/22 XW S X W S X W S X W S X W S X W S XWXWXWXWXWXWXWXWXWXWXWXWXW 1 1 D D 79 0 2 7 9 0 2 7902 7903 79 0 1 7902 7901 790 2 7 9 0 3 7 9 0 4 79 0 2 7901 Drywell 2 P.O.C. Basin 2 Exist. 4' Dia. Precast Conc. Drywell 10' Depth, 4' Perf. Section Drywell 1 P.O.C. Basin 1 6' Dia. Precast Conc. Drywell 8' Storage Depth, 6' Perf. Section Drawing Scale Units (Feet) 1" = 10' 0 10 20 N S W E C.002 Basins Of 5 Pages 01 Co o r d i n a t i o n S e t 07 . 2 6 . 2 0 2 2 VJ T # De s c r i p t i o n Da t e Dr a w n B y 31 2 W e s t H y m a n As p e n , C o l o r a d o 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 JK E Re v i e w e d B y Not For Construction Job #: 22.42 SCALE: 1:2.50 1 312WestHyman.DD.2022.07.26 HPC 300 Reference / Sheet Project Location Title Scale:Date Project No. Field Notice No.Dwg. No. Subbasins Cloud Hill Design, LLC | Snowmass l CO, 81654 l 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/Pitkin County UGB, City of Aspen 312 W Hyman Ave HPC 300 7/26/22 XW S X W S X W S X W S X W S X W S XWXWXWXWXWXWXWXWXWXWXWXWXW 2.2 2.1 1.1 1.2 1.9 1.3 1.5 1.7 1.6 1.4 1.8 D D 79 0 2 7 9 0 2 7902 7903 79 0 1 7902 7901 790 2 7 9 0 3 7 9 0 4 79 0 2 7901 A1-Inlet Collects Subbasin 1.1 A5-Inlet Collects Subbasin 1.3 A4-Downspout Collects Subbasin 1.2 A7-Inlet Collects Subbasin 1.4 B1-Downspout Collects Subbasin 1.5 C1-Inlet Collects Subbasin 1.6 C3-Downspout Collects Subbasin 1.7 D2-Downspout Collects Subbasin 1.9 D1-Inlet Collects Subbasin 1.8 E1-Downspout Collects Subbasin 2.1 E4-Inlet Collects Subbasin 2.2 Drawing Scale Units (Feet) 1" = 10' 0 10 20 N S W E C.003 Subbasins Of 5 Pages 01 Co o r d i n a t i o n S e t 07 . 2 6 . 2 0 2 2 VJ T # De s c r i p t i o n Da t e Dr a w n B y 31 2 W e s t H y m a n As p e n , C o l o r a d o 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 JK E Re v i e w e d B y Not For Construction Job #: 22.42 SCALE: 1:2.50 1 312WestHyman.DD.2022.07.26 HPC 300 Reference / Sheet Project Location Title Scale:Date Project No. Field Notice No.Dwg. No. Drainage Layout Cloud Hill Design, LLC | Snowmass l CO, 81654 l 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/Pitkin County UGB, City of Aspen 312 W Hyman Ave HPC 300 7/26/22 ( ( * X W S X W S X W S X W S X W S X W S X W S X W S XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG X U E XU E XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE X T XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG X G XG XG XG XG XT XT XT X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S 79 0 2 7 9 0 2 7902 79 0 1 7901 7 9 0 4 79 0 2 C1-Inlet 8 Inch Inlet Sta:30+02.00, Off:0.00 L Drywell 1 6' Dia. Precast Conc. Drywell 8' Storage Depth, 6' Perf. Section Sta:10+78.45, Off:0.00 Drywell 2 Exist. 4' Dia. Precast Conc. Drywell 10' Depth, 4' Perf. Section Sta:50+12.11, Off:0.00 A1-Inlet 8 Inch Inlet Sta:10+02.00, Off:0.00 A7-Inlet 8 Inch Inlet Sta:10+66.18, Off:0.00 A5-Inlet 8 Inch Inlet Sta:10+40.89, Off:0.00 E4-Inlet 8 Inch Inlet Sta:50+20.81, Off:0.00 D1-Inlet 8 Inch Inlet Sta:40+02.00, Off:0.00 C2-Bend 4" 45° PVC Bend Sta:30+05.34, Off:0.00 C3-Downspout 4" PVC Downspout Tie In Sta:30+10.03, Off:0.72 R C4-Tee 4"x4"x4" PVC Tee Sta:30+10.03, Off:0.00 A2-Bend 4" 45° PVC Bend Sta:10+06.41, Off:0.00 B1-Downspout 4" PVC Downspout Tie In Sta:20+02.00, Off:0.00 E1-Downspout 4" PVC Downspout Tie In Sta:50+02.00, Off:0.00 L C5-Bend 4" 45° PVC Bend Sta:30+15.52, Off:0.00 E2-Bend 4" 45° PVC Bend Sta:50+03.48, Off:0.00 D2-Downspout 4" PVC Downspout Tie In Sta:40+06.34, Off:-6.97 L D2-Pipe Inv Out: 7898.73' E3-Bend 4" 45° PVC Bend Sta:50+07.47, Off:0.00 D3-Tee 4"x4"x4" PVC Tee Sta:40+06.31, Off:0.00 A4-Downspout 4" PVC Downspout Tie In Sta:10+41.70, Off:3.95 R A4-Pipe Inv Out: 7898.58' A3-Bend 4" 45° PVC Bend Sta:10+37.88, Off:0.00 A6-Bend 6" 45° PVC Bend Sta:10+43.54, Off:0.00 D4-Bend 4" 45° PVC Bend Sta:40+11.26, Off:0.00 B2-Bend 4" 22.5° PVC Bend Sta:20+21.23, Off:0.00 C6-Bend 4" 45° PVC Bend Sta:30+21.92, Off:0.00 A8-Bend 6" 45° PVC Bend Sta:10+69.01, Off:0.00 A9-Wye 4"x6"x6" PVC Wye Sta:10+74.29, Off:0.00 E4-Pipe E3-Pipe E1-Pipe D1-Pipe D4-Pipe A9-Pipe A 2 - P i p e A3-Pipe A5-Pipe A6-Pipe A4-Pipe 4.03' Of 4" SDR-35 @ 1.00% A1 - P i p e A7-Pipe A8-Pipe B1-Pipe B2-Pipe C1-Pipe C2-Pipe C5-Pipe C6-Pipe C4-Pipe C3-Pipe E2-Pipe D3-Pipe D2-Pipe 6.97' Of 4" SDR-35 @ 2.00% P I : 5 0 + 1 2 . 1 1 PI: 50+ 0 3 . 4 8 PI: 50 + 0 7 . 4 7 Start Storm System E STA:50+00.00 N:14954.07 E:14923.15 End Storm System E STA:50+22.81 N:14936.49 E:14919.63 PI : 2 0 + 2 1 . 2 3 Start Storm System B STA:20+00.00 N:15004.89 E:14881.73 End Storm System B STA:20+41.47 N:15002.04 E:14922.30 PI: 3 0 + 0 5 . 3 4 PI: 30+15.52 PI: 3 0 + 2 1 . 9 0 Start Storm System C STA:30+00.00 N:15022.51 E:14907.83 End Storm System C STA:30+32.83 N:15000.07 E:14922.17 PI: 1 0 + 0 6 . 4 1 PI: 10+ 3 7 . 8 8 PI: 1 0 + 4 3 . 5 4 P I : 1 0 + 6 9 . 0 1 Start Storm System A STA:10+00.00 N:14949.83 E:14883.18 End Storm System A STA:10+83.45 N:15005.17 E:14920.61 PI: 4 0 + 1 1 . 2 6 Start Storm System D STA:40+00.00 N:14976.68 E:14924.21 End Storm System D STA:40+26.81 N:14999.54 E:14914.53 L1 L 2 L3 L4 L5 L6 L7 L8 L9 L 1 0 L11 L12 L 1 3 L 1 4 L1 5 L16 L 1 7 7901 Line Table Line L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 Bearing N36°52'38"E N8°07'22"W N36°52'38"E N81°52'38"E N40°45'07"E S75°00'08"E N82°29'52"E S37°50'58"E S15°10'22"W S29°49'38"E S74°49'38"E N49°14'53"W N4°14'53"W S8°12'01"E S36°44'32"W S81°52'38"W S16°04'53"E Length 6.41' 31.48' 5.65' 25.47' 14.44' 21.23' 20.24' 5.34' 10.18' 6.37' 10.94' 11.26' 15.55' 3.48' 3.99' 4.64' 10.70' Start Point (N,E) 14949.83,14883.18 14954.95,14887.02 14986.11,14882.58 14990.63,14885.97 14994.23,14911.18 15004.89,14881.73 14999.39,14902.24 15022.51,14907.83 15018.29,14911.11 15008.47,14908.45 15002.94,14911.62 14976.68,14924.21 14984.03,14915.69 14954.07,14923.15 14950.62,14923.65 14947.43,14921.27 14946.77,14916.67 End Point (N,E) 14954.95,14887.02 14986.11,14882.58 14990.63,14885.97 14994.23,14911.18 15005.17,14920.61 14999.39,14902.24 15002.04,14922.30 15018.29,14911.11 15008.47,14908.45 15002.94,14911.62 15000.07,14922.17 14984.03,14915.69 14999.54,14914.53 14950.62,14923.65 14947.43,14921.27 14946.77,14916.67 14936.49,14919.63 Drawing Scale Units (Feet) 1" = 5' 0 5 10 N S W E C.004 Drainage Layout Of 5 Pages 01 Co o r d i n a t i o n S e t 07 . 2 6 . 2 0 2 2 VJ T # De s c r i p t i o n Da t e Dr a w n B y 31 2 W e s t H y m a n As p e n , C o l o r a d o 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 JK E Re v i e w e d B y Not For Construction Job #: 22.42 Reference / Sheet Project Location Title Scale:Date Project No. Field Notice No.Dwg. No. Drainage Profiles Cloud Hill Design, LLC | Snowmass l CO, 81654 l 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/Pitkin County UGB, City of Aspen 312 W Hyman Ave HPC 300 7/26/22 Storm System A Profile Horizontal Scale: 1"=5' Vertical Scale: 1"=5' 7890 7900 7910 7890 7900 7910 10+20 EG 7 9 0 1 . 3 F G 7 9 0 1 . 2 6 10+40 EG 7 9 0 1 . 3 F G 7 9 0 1 . 1 5 10+60 EG 7 9 0 1 . 2 F G 7 9 0 1 . 2 9 10+80 EG 7 9 0 1 . 2 F G 7 9 0 1 . 3 2 Storm System D Profile Horizontal Scale: 1"=5' Vertical Scale: 1"=5' 7890 7900 7910 7890 7900 7910 Storm System B Profile Horizontal Scale: 1"=5' Vertical Scale: 1"=5' 7890 7900 7910 7890 7900 7910 Storm System C Profile Horizontal Scale: 1"=5' Vertical Scale: 1"=5' 7890 7900 7910 7890 7900 7910 20+20 EG 7 9 0 1 . 1 F G 7 9 0 1 . 5 1 20+40 EG 7 9 0 1 . 2 F G 7 9 0 1 . 2 9 30+20 EG 7 9 0 1 . 1 F G 7 9 0 1 . 4 1 40+20 EG 7 9 0 1 . 2 F G 7 9 0 1 . 2 0 Storm System E Profile Horizontal Scale: 1"=5' Vertical Scale: 1"=5' 7890 7900 7910 7890 7900 7910 50+20 EG 7 9 0 1 . 2 F G 7 9 0 0 . 8 8 A2-Bend 4" 45° PVC Bend Inv Elev: 7898.88' A2-Pipe 31.48' Of 4" SDR-35 @ 1.00% A3-Bend 4" 45° PVC Bend Inv Elev: 7898.57' A3-Pipe 3.00' Of 4" SDR-35 @ 1.00% A5-Inlet 8 Inch Inlet Rim:7901.11' Sump:7898.04' A3-Pipe Inv In: 7898.54' A4-Pipe Inv In: 7898.54' A5-Pipe Inv Out: 7898.54' A5-Pipe 2.65' Of 6" SDR-35 @ 1.00% A6-Bend 6" 45° PVC Bend Inv Elev: 7898.51' A6-Pipe 22.64' Of 6" SDR-35 @ 1.00% A7-Inlet 8 Inch Inlet Rim:7901.11' Sump:7897.79' A6-Pipe Inv In: 7898.29' A7-Pipe Inv Out: 7898.29' A7-Pipe 2.83' Of 6" SDR-35 @ 1.00% A8-Bend 6" 45° PVC Bend Inv Elev: 7898.26' A8-Pipe 5.28' Of 6" SDR-35 @ 1.00% A9-Wye 4"x6"x6" PVC Wye Inv Elev: 7898.21' Drywell 1 6' Dia. Precast Conc. Drywell 8' Storage Depth, 6' Perf. Section Rim:7901.30' Sump:7891.30' A9-Pipe Inv In: 7898.16' C6-Pipe Inv In: 7898.16' B2-Pipe Inv In: 7898.16' Drywell 1 6' Dia. Precast Conc. Drywell 8' Storage Depth, 6' Perf. Section Rim:7901.30' Sump:7891.30' A9-Pipe Inv In: 7898.16' C6-Pipe Inv In: 7898.16' B2-Pipe Inv In: 7898.16'B1-Downspout 4" PVC Downspout Tie In Inv Elev: 7898.85' B1-Pipe 19.23' Of 4" SDR-35 @ 2.00% B2-Pipe 15.24' Of 4" SDR-35 @ 2.00% B2-Bend 4" 22.5° PVC Bend Inv Elev: 7898.46' C1-Inlet 8 Inch Inlet Rim:7902.31' Sump:7899.45' C1-Pipe Inv Out: 7899.45' C1-Pipe 3.34' Of 4" SDR-35 @ 5.00% C2-Bend 4" 45° PVC Bend Inv Elev: 7899.28' C2-Pipe 4.69' Of 4" SDR-35 @ 5.00% C4-Tee 4"x4"x4" PVC Tee Inv Elev: 7899.05' C4-Pipe 5.49' Of 4" SDR-35 @ 5.00% Drywell 1 6' Dia. Precast Conc. Drywell 8' Storage Depth, 6' Perf. Section Rim:7901.30' Sump:7891.30' A9-Pipe Inv In: 7898.16' C6-Pipe Inv In: 7898.16' B2-Pipe Inv In: 7898.16' C6-Pipe 5.91' Of 4" SDR-35 @ 5.00% C6-Bend 4" 45° PVC Bend Inv Elev: 7898.46' C5-Pipe 6.39' Of 4" SDR-35 @ 5.00% C5-Bend 4" 45° PVC Bend Inv Elev: 7898.78' A9-Wye 4"x6"x6" PVC Wye Inv Elev: 7898.21'D1-Inlet 8 Inch Inlet Rim:7900.90' Sump:7898.18' D1-Pipe Inv Out: 7898.68' D1-Pipe 4.31' Of 4" SDR-35 @ 2.00% D4-Bend 4" 45° PVC Bend Inv Elev: 7898.49' D4-Pipe 14.25' Of 4" SDR-35 @ 2.00% Drywell 2 Exist. 4' Dia. Precast Conc. Drywell 10' Depth, 4' Perf. Section Rim:7901.20' Sump:7891.20' E4-Pipe Inv In: 7898.57' E3-Pipe Inv In: 7898.57' E4-Pipe 8.70' Of 4" SDR-35 @ 2.00% E4-Inlet 8 Inch Inlet Rim:7900.85' Sump:7898.25' E4-Pipe Inv Out: 7898.75' E3-Pipe 4.64' Of 4" SDR-35 @ 2.00% E3-Bend 4" 45° PVC Bend Inv Elev: 7898.67' E1-Downspout 4" PVC Downspout Tie In Inv Elev: 7898.78' E1-Pipe 1.48' Of 4" SDR-35 @ 2.00% E2-Pipe 3.99' Of 4" SDR-35 @ 2.00% E2-Bend 4" 45° PVC Bend Inv Elev: 7898.75' D3-Pipe 4.95' Of 4" SDR-35 @ 2.00% D3-Tee 4"x4"x4" PVC Tee Inv Elev: 7898.59' A1-Inlet 8 Inch Inlet Rim:7901.11' Sump:7898.43' A1-Pipe Inv Out: 7898.93' A1-Pipe 4.41' Of 4" SDR-35 @ 1.00% A9-Pipe 4.16' Of 6" SDR-35 @ 1.00% C.005 Drainage Profiles Of 5 Pages 01 Co o r d i n a t i o n S e t 07 . 2 6 . 2 0 2 2 VJ T # De s c r i p t i o n Da t e Dr a w n B y 31 2 W e s t H y m a n As p e n , C o l o r a d o 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 JK E Re v i e w e d B y Not For Construction Job #: 22.42 Reference / Sheet Project Location Title Scale:Date Project No. Field Notice No.Dwg. No. Landscape Plan Cloud Hill Design, LLC | Snowmass l CO, 81654 l 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/Pitkin County UGB, City of Aspen 312 W Hyman Ave HPC 300 7/26/22 308 sq ft VTIW 5.00 1 ' 11 . 3 1 3 ' E EG OS W 79 0 4 7903 790 2 7901 7901 7901 79 0 2 7902 7 9 0 3 79 0 3 7 9 0 4 *UDY H O R I I DOOH\ 79 0 1 6FDOH Reference / Sheet Project Location Title Scale:Date Project No. Field Notice No.Dwg. No. Utility Plans Cloud Hill Design, LLC | Snowmass l CO, 81654 l 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/Pitkin County UGB, City of Aspen 312 W Hyman Ave HPC 300 7/26/22 Reference / Sheet Project Location Title Scale:Date Project No. Field Notice No.Dwg. No. Utility Plans- Electrical Cloud Hill Design, LLC | Snowmass l CO, 81654 l 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/Pitkin County UGB, City of Aspen 312 W Hyman Ave HPC 300 7/26/22 27 July 2022 To: City of Aspen From: Jeffrey Woodruff, Cloud Hill Design, LLC, rep Powderdayskiing, LLC RE: Electrical service needs at 312 West Hyman, as per HPC conceptual review and follow up Current Utilities (Conﬁrmed with Aspen Electric) City of Aspen 312 W Hyman Ave #Upst 01-25036520-00 City of Aspen 312 W Hyman Ave #DWST 01-250360-00 Currently we have 300 Amp total building services, far exceeding our current and anticipated needs: (conﬁrmed with Residential and Commercial Electrician) 312 W Hyman Ave #Upst on a 200 Amp service 312 W Hyman Ave #DWST on a 100 Amp Efficiency Renewables - Energy Positive- Renewable Electriﬁcation ~12-15k available in rebates: City of Aspen, CORE, Federal ITC). Onsite renewable energy and storage ~6 kw array (on garage roof, maybe less depending on year round need, not peak/spike usage), 5 Tesla Powerwalls No REMP < 64 SQ FT hot tub, no snowmelt Building Envelope: Building Mechanical Systems- Building Loads Windows- all outmoded, end of useful life single pane with no UV protection. Current ACH > 1.2- would not get a permit today. Thermal loads- assuming two units, need of 40 A/unit Mitsubishi Hyper-Heat Electrical Requirements Model: MXZ-3C30NAHZ2-U1 Power Supply Voltage,Phase, Hertz 208 / 230V, 1-Phase, 60 Hz Recommended Fuse/Breaker Size 40 A MCA 30 A Voltage Indoor - Outdoor S1-S2 A C 208 / 230 Indoor - Outdoor S2-S3 +12 VDC to +24 VDC Electrical requirements 1.Kitchen Needs- Electric refrigeration 2.Kitchen Needs- Induction Electric cooking- Aga/Mercury 3.WasherDryer(s)- Energy Star 4.Hot water heater/heat pump/Energy Star (heat pump/hybrid) water heater- Bradford White or AO Smith (and Water Softener) 5.Gas and Electric Fireplaces, Dedicated 20 AMP (x2) 6.LED lighting and controls all run on < 15 AMP (if all LED) Outdoor energy consumption 1.Fossil fuel needs- outdoor ﬁreplace, indoor ﬁreplace 2.Outdoor electric space heaters 3.Hot tub <64 Sq Ft. (to avoid REMP fees), Eave snowmelt (linear feet, no- historic) 4.Low albedo pavers- grey or brown sandstone, permeable detail (>8% permeability) Reference / Sheet Project Location Title Scale:Date Project No. Field Notice No.Dwg. No. Roof Plan Existing Cloud Hill Design, LLC | Snowmass l CO, 81654 l 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/Pitkin County UGB, City of Aspen 312 W Hyman Ave HPC 300 7/26/22 A A B B C C D D E E 4 4 3 3 2 2 1 1 3 Z003 2 Z004 3 Z004 2 A204 Vent Radon (roof penetration) Vent Former Boiler Flu (roof penetration) Existing chimney, stucco over concrete blook 3.5:12 3.5:12 3.5:12 3.5:12 Reference / Sheet Project Location Title Scale:Date Project No. Field Notice No.Dwg. No. Roof Plan Proposed Cloud Hill Design, LLC | Snowmass l CO, 81654 l 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/Pitkin County UGB, City of Aspen 312 W Hyman Ave HPC 300 7/26/22 W 1 0 0 N 5'-10 1/2" 1'-10 1/2" Si l l 1 ' - 6 1 7 / 6 4 " W 1 0 0 N 5'-10 1/2" 1'-10 1/2" Si l l 1 ' - 6 1 7 / 6 4 " W 1 0 0 N 5'-10 1/2" 1'-10 1/2" Si l l 1 ' - 6 1 7 / 6 4 " W 1 0 0 N 5'-10 1/2" 1'-10 1/2" Si l l 1 ' - 6 1 7 / 6 4 " W 1 0 0 N 5'-10 1/2" 1'-10 1/2" Si l l 1 ' - 6 1 7 / 6 4 " W 1 0 0 N 5'-10 1/2" 1'-10 1/2" Si l l 1 ' - 6 1 7 / 6 4 " A B C D E 4 4 3 3 2 2 1 1 1' Overhang, typ. Solar as per onsite Energy Requirements 16x 64.7 x 47.4 x 1.6" Radon (roof penetration) Vent (Vent Stack) Vent (Vent Stack) Former Boiler Flu (roof penetration), will be vent stack 6" diameter duct Match existing, new construction concrete fiber cement over steel frame Snow Guard (2 bar fence or clip), Fewer penetrations (bar and brackets). As per City of Aspen R910 and Section 1513 Snow Guard (2 bar fence or clip), Fewer penetrations (bar and brackets). As per City of Aspen R910 and Section 1513 Snow Guard (2 bar fence or clip), Fewer penetrations (bar and brackets). As per City of Aspen R910 and Section 1513 Protected entry, as per Ord. 40-2016 Gutters as per Civil Grading and Drainage (Existing) Gutters as per Civil Grading and Drainage Gutters as per Civil Grading and Drainage Gutters as per Civil Grading and Drainage (Existing) Gutters as per Civil Grading and Drainage 4:12 4:12 3.5:12 3.5:12 3.5:12 3.5:12 6:12 The Solaria Corporation Level 7, 330 Collins Street Melbourne, Victoria 3000 Australia | www.solaria.com/australia | Copyright © 2021 The Solaria Corporation Product specifications are subject to change without notice.AUS-DAT-0004 Rev 04 5-2021 %chieZing oZer eƾcienc] 7oParia Power<8 soPar panePs are one oJ the highest power panePs in the residentiaP and coQQerciaP soPar QarOet. 'oQpared to conZentionaP panePs 7oParia Power<8 panePs haZe Jewer gaps between the soPar cePPs this Peads to higher power and superior aesthetics. 7oParia Power<8 Pure &PacO81 panePs are QanuJactured with bPacO bacOsheet and JraQes enhancing a hoQe or buiPdingƅs architecturaP beaut]. (eZePoped in the 97% 7oPariaƅs patented cePP cutting creates a highP] rePiabPe Power<8 cePP where busbars and ribbon interconnections coQQon JaiPure points are ePiQinated. 7oPariaƅs patented paneP asseQbP] then pacOages the cePPs into the Power<8 soPar paneP reducing inactiZe space between the cePPs. 8his process Peads to an e\ceptionaPP] cost eJJectiZe and eƾcient soPar paneP. Higher Efficiency, Higher Power 7oParia Power<8 panePs achieZe oZer eƾcienc] conZentionaP panePs achieZe Ɓ eƾcienc]. 7oParia Power<8 panePs are one oJ the highest power panePs aZaiPabPe. Lower System Costs 7oParia Power<8 panePs produce Qore power per sUuare Qeter area. 8his reduces instaPPation costs due to Jewer baPance oJ s]steQ coQponents. Improved Shading Tolerance 7ubstrings are interconnected in paraPPeP within each oJ the Jour paneP Uuadrants which draQaticaPP] Powers the shading Posses and boosts energ] ]iePd. Improved Aesthetics 'oQpared to conZentionaP panePs 7oParia Power<8 panePs haZe a Qore uniJorQ appearance and superior aesthetics. Durability and Reliability 7oPderPess cePP interconnections are highP] rePiabPe and designed to Jar e\ceed the industr] Peading ]ear warrant]. Power<8®6P1 7oParia Power<8® ` (' PaneP About Solaria )stabPished in 8he 7oParia 'orporation has created one oJ the industr]ƅs Qost respected -P portJoPios with oZer issued and pending patents encoQpassing QateriaPs processes appPications products QanuJacturing autoQation and eUuipQent. ,eadUuartered in 'aPiJornia 97% 7oParia has deZePoped a technoPog] pPatJorQ that unPocOs the potentiaP oJ soPar energ]. 7oParia panePs are designed and engineered in 97%. 'ountr] oJ 1anuJacture 'hina The Solaria Corporation Level 7, 330 Collins Street Melbourne, Victoria 3000 Australia | www.solaria.com/australia | Copyright © 2021 The Solaria Corporation Product specifications are subject to change without notice.AUS-DAT-0004 Rev 04 5-2021 1.0in25mm 5.8in148mm 64.7in1644mm 5.8in148mm 1.0in25mm 47.4in1204mm 14.4in367mm 35.9in911mm POSITIVE (+)1000mm[39.4in]NEGATIVE (-)1000mm[39.4in] 7mm[0.276in] X 10mm[0.394in]4X MOUNTING SLOTS 'B'4.5mm[0.18in] 4X GROUNDING HOLES 'A' 1.57in40.0mm 1.38in35.0mm .07in1.7mm .43in11.0mm A BB B BA A A D C B AA B C D 12345678 8 7 6 5 4 3 2 1 E F E F REV XT-A 0 1 8 D 02 02 POWERXT-XXXR-PMX 3/15/2019M. LAU 6200 Paseo Padre Parkway, Fremont, CA 94555+1 510 270 2500www.solaria.com XT-A018 SHEET 3 OF 3 UNLESS OTHERWISE SPECIFIED: SCALE: 1:5 WEIGHT: 18.5 kg REVDRAWING NUMBERDSIZE DESCRIPTIONNAMEDATE THIRD ANGLE PROJECTION ENG APPR.DRAWN FINISH MATERIAL INTERPRET DRAWINGPER ASME Y14.100-2004INTERPRET GEOMETRICTOLERANCING PER ASME Y14.5M-1994DO NOT SCALE DRAWING DIMENSIONS ARE IN MM [IN]TOLERANCES:ANGULAR: 0.5LINEAR X0.50LINEAR .X0.25LINEAR .XX0.13 APPLICATION USED ONNEXT ASSY PROPRIETARY AND CONFIDENTIALTHE INFORMATION CONTAINED IN THISDRAWING IS THE SOLE PROPERTY OFSOLARIA CORPORATION. ANY REPRODUCTION IN PART OR AS A WHOLEWITHOUT THE WRITTEN PERMISSION OF SOLARIA CORPORATION IS PROHIBITED. NOTES: THE TOLERANCES AND DIMENSIONS ON THIS PAGE ARE FORTHE REFERENCE OF THE INSTALLER FOR MANUFACTURING INFORMATIONREFER TO MANUFACTURING DRAWINGS Power<8®6P1 Performance at NOCT (800W/m2, 20°C Amb, Wind 1 m/s, AM 1.5) Max Power (Pmax)[W]294.2 Open Circuit Voltage (Voc)[V]47.73 Short Circuit Current (Isc)[A]8.05 Max Power Voltage (Vmp)[V]39.22 Max Power Current (Imp)[A]7.50 Temperature Characteristics NOCT [ºC]45 +/-2 Temp. Coeff. of Pmax [% / ºC]-0.39 Temp. Coeff. of Voc [% / ºC]-0.29 Temp. Coeff. of Isc [% / ºC]0.04 Design Parameters Operating temperature [ºC]-40 to +85 Max System Voltage [V]1000 Max Fuse Rating [A]20 Bypass Diodes [#]4 Mechanical Characteristics Cell Type Monocrystalline Silicon Dimensions (L x W x H)1644mm x 1204mm x 40mm 64.7" x 47.4" x 1.6" Weight 21 kg / 46 lbs Glass Type / Thickness AR Coated, Tempered / 2.8mm Frame Type Black Anodised Aluminum Cable Type / Length 12 AWG PV Wire (UL) / 1000mm Connector Type Genuine MC4 (Male: PV-KST4, Female: PV-KBT4) Junction Box IP68 / 4 diodes Front Load 5400 Pa* Rear Load 3600 Pa* * Refer to Solaria Installation Manual for details Certifications / Warranty Certifications IEC 61215/61730 (Ed. 2016) Fire Class (UL 790)C Safety Class IEC 61140, Class II Power, Parts & Labor Warranty 25 years* * Warranty details at www.solaria.com/australia Packaging Stacking Method Horizontal / Palletised Panels/ Pallet 25 Pallet Dims (L x W x H)67.7" x 49.6" x 49.1" 1720mm x 1260mm x 1246mm Pallet Weight 575 kg / 1268 lbs Pallets / 40-ft Container 18 Panels / 40-ft Container 450 IV Curves vs. Irradiance (400W Panel) .98in25mm 5.83in148mm 64.72in1644mm 5.83in148mm .98in25mm 47.40in1204mm 14.43in366.50mm 35.87in911mm POSITIVE (+)1000mm [3.3 IW]NEGATIVE (-)1000mm [3.3 IW] 7mm[0.276in] X 10mm[0.394in]4X MOUNTING SLOTS 'B'4.5mm[0.18in] 4X GROUNDING HOLES 'A' 1.57in40mm 1.38in35mm .07in1.70mm .43in11mm A B A A A B B B D C B AA B C D 12345678 8 7 6 5 4 3 2 1 E F E F REV XT-A 0 1 8 D 02 02 POWERXT-XXXR-PMX 3/15/2019M. LAU 6200 Paseo Padre Parkway, Fremont, CA 94555+1 510 270 2500www.solaria.com XT-A018 SHEET 3 OF 3 UNLESS OTHERWISE SPECIFIED: SCALE: 1:5 WEIGHT: 18.5 kg REVDRAWING NUMBERDSIZE DESCRIPTIONNAMEDATE THIRD ANGLE PROJECTION ENG APPR. DRAWN FINISH MATERIAL INTERPRET DRAWINGPER ASME Y14.100-2004INTERPRET GEOMETRICTOLERANCING PER ASME Y14.5M-1994DO NOT SCALE DRAWING DIMENSIONS ARE IN MM [IN]TOLERANCES:ANGULAR: 0.5LINEAR X0.50LINEAR .X0.25LINEAR .XX0.13 APPLICATION USED ONNEXT ASSY PROPRIETARY AND CONFIDENTIALTHE INFORMATION CONTAINED IN THISDRAWING IS THE SOLE PROPERTY OFSOLARIA CORPORATION. ANY REPRODUCTION IN PART OR AS A WHOLEWITHOUT THE WRITTEN PERMISSION OF SOLARIA CORPORATION IS PROHIBITED. NOTES: THE TOLERANCES AND DIMENSIONS ON THIS PAGE ARE FORTHE REFERENCE OF THE INSTALLER FOR MANUFACTURING INFORMATIONREFER TO MANUFACTURING DRAWINGS Comprehensive 25-Year Warranty 0 1 2 3 4 5 6 7 8 9 10 0 5 10 15 20 25 30 35 40 45 50 55 CU R R E N T ( A ) VOLTAGE (V) Solaria Proprietary and Confidential Information ©2016 Do Not Copy, Replicate, or Reproduce. Years 25-year Power, Parts and Labor from Solaria Typical Tier 1 industry warranty 100% 90% 80% 98% 5 10 251520 86% 81% Wo r k m a n s h i p L i m i t FRAME PROFILE Performance at STC (1000W/m2, 25° C, AM 1.5) PowerXT-400R-PM Max Power (Pmax)*[W]400 Efficiency [%]20.2 Open Circuit Voltage (Voc)*[V]51.68 Short Circuit Current (Isc)*[A]9.97 Max Power Voltage (Vmp)[V]43.08 Max Power Current (Imp)[A]9.28 Power Range [W]-0/+5 * Measurement Tolerance Pmax +/-3%, Tolerance Voc +/- 2%, Tolerance Isc +/- 4% 6kw solar electric system for (2) separate meters based on 16 panels on the garage. With 10% shade loss and 15% snow loss for the year the system will produce about 14,862kWh. For the batteries= (5). The homeowner’s goals are to have the batteries supplying power for both panels during a grid outage for hours or days during the winter, hence the larger size. During the winter with snow coverage, the panels would not produce much to replenish the batteries once they are drained. Reference / Sheet Project Location Title Scale:Date Project No. Field Notice No.Dwg. No. Chimney Plan Cloud Hill Design, LLC | Snowmass l CO, 81654 l 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/Pitkin County UGB, City of Aspen 312 W Hyman Ave HPC 300 7/26/22 DaVinci HeatSmart™ Heat Exchanger Page 1 of 7 17602218 - 3/18/2022 Travis Industries, Inc. Compatibility Notes This kit with any DaVinci or Maestro fireplace with TouchSmart™ controls. Overview The heat exchanger is designed to circulate room air through the fireplace to extract heat from the exhaust stream and deliver that heat back into the room. The heat exchanger is installed in line with the venting and air from a blower is routed through the exchanger and back into the room through a register. Install the heat exchanger when venting the appliance. Make sure all work on ducts is complete and sealed before installing drywall. Packing List  Heat Exchanger Vent section  Blower Assembly with Strain Relief  Blower Grill  Heat Exchanger Lead (2 wire Molex)  Register Boot - 6” Dia. to 6” x 12” (153mm Dia. to 153mm x 305mm)  Output Register (12” x 6”) (305mm x 153mm)  33’(10.06M) of 6”(153mm) Diameter Duct (U.L. 181)  10” starter collar (for use with inline 180 fan only) 5/8" GWB (OR TWO LAYERS MRG) R-.5625 10 GAUGE STEEL (BOX) FIBER CEMENT BOARD STRUCTURAL PLY R-.62 AIR AND VAPOR BARRIER 1 1/2" RIGID INSUL. W/ 1 X FURRING R-5 AIR SPACE STUCCO TOTAL R-VALUE = 16.5 (tbc) W 5 Chimney and Flu (Rebuilt) ±0" 1 First Floor New flu and cap as per mfg. (75' max), as per EPA Chimney cap and flashing, seal penetration MR Gypsum liner Steel structural (box), 10 guage Fiber cement exterior (match existing typ.) Reference / Sheet Project Location Title Scale:Date Project No. Field Notice No.Dwg. No. Preservation Plan Cloud Hill Design, LLC | Snowmass l CO, 81654 l 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/Pitkin County UGB, City of Aspen 312 W Hyman Ave HPC 300 7/26/22 To: The Historic Preservation Officer, City of Aspen, Colorado From: Cloud Hill Design, LLC, Snowmass Colorado Subject: Historic Preservation Plan for 312 West Hyman Prepared 9 June 2022, revised 7 July 2022 This preservation plan for 312 West Hyman draws from the Secretary of the Interior’s Standards and Guidelines for Architectural and Engineering Standards Standard I. Documentation Shall Adequately Explicate and Illustrate What is Signiﬁcant or Valuable About the Historic Building, Site, Structure or Object Being Documented. The historic signiﬁcance of the building, site, structure or object identiﬁed in the evaluation process should be conveyed by the drawings, photographs and other materials that comprise documentation. The historical, architectural, engineering or cultural values of the property together with the purpose of the documentation activity determine the level and methods of documentation. a. Documentation Level I; (1) Drawings: a full set of measured drawings depicting existing or historic conditions. The application contains existing (as-built drawings) as well as proposed North and East Additions. The South and West Facades are largely maintained and unchanged. The architectural drawings full depict existing conditions. The drawings are on 24” x 36”, available digitally and can be reproduced on mylar. The existing conditions depict the building, the relationship to the site, the signiﬁcant site features (natural- blue spruce and man made- askew building and driveway and real and faux garage and south facing deck). (2) Photographs: photographs with large-format negatives of exterior and interior views; photocopies with large-format negatives of select existing drawings or historic views where available. The application contains large format photographs taken of the existing conditions, both interior and exterior views. In addition to large format digital photographs, the application contains drone images taken of the site and neighborhood context. Given the buildings skewed position to the site and the considerations of the historical signiﬁcance of the driveway and garage relationship, the historical curb cut, the non- orthogonal siting of the chalet, the relationship with Shadow Mountain and the relationship to the neighboring St Moritz, the application includes high-resolution exterior photographs and drone images. Existing and historical photographs were submitted with the original application to HPC and the City Council. (3) Written data: History and description. b. Documentation Level II; The historic signiﬁcance of the structure was told to the HPO Construction of the house at 312 W. Hyman began in 1954 and was completed in 1956. A history of how the house came to be built, according to the original owner/builder, Genevieve Birlauf Leininger was submitted by letter to the Aspen Community Development Department, October 2006. Further, The Aspen Times and The Aspen Daily Times chronicles the travels of the Birlauf’s and their personal engagements in the mid-1950’s. A valise in the attic demonstrates the voyage of the Birlauf’s from Europe to Colorado. The ephemera (boat voyage tag) was submitted to History Colorado. Standard II. Quality/Documentation Shall be Prepared Accurately From Reliable Sources With Limitations Clearly Stated to Permit Independent Veriﬁcation of the Information. The purpose of documentation is to preserve an accurate record of historic properties that can be used in research and other preservation activities. To serve these purposes, the documentation must include information that permits assessment of its reliability. 1. Documentation-measured drawings, photographs, histories, inventory cards or other media that depict historic buildings, sites, structures or objects. The existing site survey was conducted in coordination with the purchase by the current chalet owner. It accurately depicts the building to site and driveway relationships along with the signiﬁcant natural site features (blue spruce in the south yard and conifers on the rear property line). Reliable source: licensed surveyed and licensed civil engineer (existing and proposed site grading and drainage). Field Photography-photography other than large-format photography, intended for the purpose of producing documentation, usually 35mm. The applicant (current chalet owner) ﬁlmed existing conditions using high resolution digital photography and aerial photography. Field Records-notes of measurements taken, ﬁeld photographs and other recorded information intended for the purpose of producing documentation. The applicant ﬁeld measured all existing fenestration and operable openings. The purpose of recording all head, sill and jamb condition as well as operation of each opening is to, in the event of a full replacement of the fenestration- with the goal of bringing the chalet up to current energy codes and reducing the air exchangers per hour (ach). 2. Criteria: For all levels of documentation, the following quality standards shall be met: b. Large format photographs: Large format photographs shall clearly depict the appearance of the property and areas of signiﬁcance of the recorded building, site, structure or object. Each view shall be perspective-corrected and fully captioned. The applicant will annotate the high resolution interior, exterior and aerial images in order to provide a visual image of the current state of the chalet. c. Written history: Written history and description for Documentation Levels I and secondary sources may provide adequate information; if not, primary research will be necessary. A frank assessment of the reliability and limitations of sources shall be included. Within the written history, statements shall be footnoted as to their sources, where appropriate. The written data shall include a methodology section specifying name of researcher, date of research, sources searched, and limitations of the project. As per above. Standard III. Documentation Shall be Prepared on Materials That are Readily Reproducible, Durable and in Standard Sizes. The size and quality of documentation materials are important factors in the preservation of information for future use. Selection of materials should be based on the length of time expected for storage, the anticipated frequency of use and a size convenient for storage Measured Drawings: a. Readily Reproducible: Ink on translucent material. Durable: Ink on archivally stable materials. Standard Sizes: Two sizes: 19 X 24" or 24 X 36". The applicant will make available both digitally (images and other digitally accepted formats) and on mylar (if required/requested) 24 x 36” drawings b. Large Format Photographs: Readily Reproducible: Prints shall accompany all negatives. Durable: Photography must be archivally processed and stored. Negatives are required on safety ﬁlm only. Resin-coated paper is not accepted. Color photography is not acceptable. Standard Sizes: Three sizes: 4 X 5", 5 X 7", 8 X 10”. The existing conditions of the chalet and site were captured digitally via large format digital (~15-20 megapixel) images and drone (high resolution aerial photography). The appliance will catalogue and submit the images to the Historic Preservation Officer in digital ﬁle formats. c. Written History and Description: Readily Reproducible: Clean copy for xeroxing. Durable: Archival bond required. Standard Sizes: 81⁄2 X 11”. As above. The historic signiﬁcance of the structure was told to the HPO Construction of the house at 312 W. Hyman began in 1954 and was completed in 1956. A history of how the house came to be built, according to the original owner/builder, Genevieve Birlauf Leininger was submitted by letter to the Aspen Community Development Department, October 2006. Further, The Aspen Times and The Aspen Daily Times chronicles the travels of the Birlauf’s and their personal engagements in the mid-1950’s. A valise in the attic demonstrates the voyage of the Birlauf’s from Europe to Colorado. The ephemera (boat voyage tag) was submitted to History Colorado. Further written documentation is available from Aspen Modern and will not be duplicated in this document. d. Field Records: Readily Reproducible: Field notebooks may be xeroxed. Photo identiﬁcation sheet will accompany 35 mm negatives and contact sheets. Durable: No requirement Standard Sizes: Only requirement is that they can be made to ﬁt into a 91⁄2 X 12" archival folding ﬁle. Does not apply, there is no evidence that the chalet was built using ﬁeld notebooks or plans. The historic record of the design and construction is available from Aspen Modern. Standard IV. Documentation Shall be Clearly and Concisely Produced. In order for documentation to be useful for future research, written materials must be legible and understandable, and graphic materials must contain scale information and location references. Where a preservation planning process is in use, architectural and engineering documentation, like other treatment activities, are undertaken to achieve the goals identiﬁed by the preservation planning process. Documentation is deliberately selected as a treatment for Reference / Sheet Project Location Title Scale:Date Project No. Field Notice No.Dwg. No. Preservation Plan Cloud Hill Design, LLC | Snowmass l CO, 81654 l 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/Pitkin County UGB, City of Aspen 312 W Hyman Ave HPC 300 7/26/22 properties evaluated as a signiﬁcant, and the development of the documentation program for a property follows from the planning objectives. The applicants property, 312 W Hyman, is typical of the Chalet Style found in Aspen. The following is a list of signiﬁcant architectural features identiﬁed in the historic preservation review and how they will be maintained 1.Site plan signiﬁcant features 1.Primary Structure at an angle to the site (not orthogonal to the lot) 2.Vehicular approach to the structure is orthogonal to the structure 3.A signiﬁcant blue spruce in the West Hyman front yard 2.Signiﬁcant building features 1.A building canted to the site, in order to capture Shadow Mountain views 2.One garage door for vehicular access 3.One garage door that is faux 4.A second ﬂoor deck and cantilevered overhang 3.Secondary signiﬁcant architectural features 1.Decorative trim, fascia and bargeboard (with missing drops/ﬁlial relief) 2.Decorative porch rail 3.Decorative Shutters (negative relief similar to the porch rail) 4.Small fenestration, horizontal in nature. Oversized single pane openings with no divided light for views. 5.Planter/Window boxes, both affixed (West and South) and imbedded (South) 6.False balcony at ridge (South) covering the attic vent 4.Signiﬁcant material features 1.The building features a black asphalt rolled roof 2.The building features plastic/wood/synthetic decking and exterior treads and risers 3.The building is stucco clad CMU 4.The building is lapped wood siding 5.None of the colors appear original 6.There are solid cores with decorative relief 7.The existing hearth has a family crest embedded 5.Signiﬁcant engineering features 1.A cold roof 2.Stucco clad CMU 1st level 3.Wood clad, stick frame construction 2nd level 4.There are holes in the slab from installation of water/irrigation service. There is radon present and holes in the slab. 5.The drop ceiling is creatively hung from second ﬂoor to roof framing 6.There are deep overhangs on all sides of the roof, with exposed rafters and ridge beams 7.The addition will not expand the existing roof, but work under the existing eave and extend to the North and East, keeping the original bargeboard. 8.There is a drywall South of the chalet, in the driveway, approximately 4’ x 12-16’ deep. There is site water collected in the South from the East gable (gutters and downspouts). 6.Preservation plan 1.Replace missing design elements. Missing drops/ﬁlial relief (on the South Elevation) 2.Choose the porch elements and reproduce consistently (there appears a few designs for the positive/negative railings on the same elevation) 3.Utilize existing shudders on the North and East elevation additions (store and reaffix to new fenestration). 4.Save the wood from the expansion of the North and East facades to replace rotten boards. (Construction and demolition waste management plan to consider preservation and reuse plan). 5.Update the upper and lower paint colors to match original tone. Consult with Aspen HPO to update the historic palette. 6.The existing boards in many areas show signiﬁcant layering of paint coats, bubbling (either a moisture exterior or interior issue with the envelope, as the paint is acting as a weather barrier). An envelope specialist can be utilized to understand the deterioration of the boards. Alternatively, when painting the boards can be sanded to the wood, spot primed and then painted. The current paint layering has rendered many of the operable windows ﬁxed. 7.Remove the garage (real and faux) and affix as per elevations. Garage doors to operate as shutters, rather than real and fake garage doors, the shutters must be operable and non-locking from the interior (habitable space) with new glass doors to operate as bedroom egress. 8.The multitude of wall and roof penetrations will be simpliﬁed 1.There are roughly one dozen wall penetrations in the existing hot water and irrigation room. they will be rationalized. The stucco will be repaired on this historic elevation 2.Bathrooms will utilized code required wall and or roof penetration, using existing where possible. 3.The outmoded boiler ﬂu will be removed. 4.The outmoded chimney will be repaired. The outmoded chimney will be structurally and architecturally examined for health and safety and code concerns. 9.Fabricate new window/ﬂower boxes, matching the West boxes for installation on the South deck 10.Repair and replace attic vent (South) with operable fenestration 11.interior 1.Remove the dropped ceiling. Insulate between the rafters, cover with T+G. 2.Decommission existing casework (solid wood) and donate to MotherLode. 3.Donate all gas appliances to MotherLode 4.CDW (Construction and Demolition Waste) calculations to favor diversion and reuse over donations to the Pitkin County Landﬁll. 12.Landmark blue spruce, Colorado State tree, in the South/front yard 13.Send interior ephemera to History Colorado 1.Design team is working with Director of Curatorial Services and Senior Curator at History Colorado 2.Initial package of ephemera sent to History Colorado, Denver (doors, name plates, branding, hardware, historical ship tags, etc.) 7.Energy plan 1.Energy assessment of current envelope concluded. 2.Existing building is a leaky sieve, with an ACH > 1.2. This would not get a building permit with the currently adopted energy codes. 3.Blower door test pre-construction 4.Blower door test post-construction 5.Receive ﬁnancial incentives from CORE, City of Aspen Electric and Federal ITC 6.Manual J calculations to conﬁrm electrical assumptions made during ﬁnal review 7.Unclear if Building IQ is ready for chalet style remodels. 8.See electrical needs assessment for projected use and production (and storage0 8.Addition requirements 1.Choosing similarly styled and sized windows allows for rhythm and continuity to play out across facades of the buildings. The new windows employ divided light, are generally smaller (square footage) than the existing view windows (South and East facades). The new windows are double pane, low-e meeting or exceeding current IECC U-Values for Zone Area-7. 2.Additions to historic buildings should be compatible with yet differentiated from the existing historic structure. This helps protect the historic integrity of the existing structure, but will not confuse users as to which building is historic and which is new 3.Mimicking the facade proportions of existing buildings creates continuity between old and new. 9.Health and safety considerations: The City of Aspen Land Use Code requires gutters and dry-wells for capturing and storage and dispersion of water on site. 1.Currently the water off to the West gable is not handled as per civil engineering. A new gutter is required at the West entry. Additional blocking will be installed to carry the dead load of the gutter and the snow/water load. 2.The East gutter is not properly installed, with all fasteners visible. Additional blocked should be added. The West gutter will be properly installed and the water held in a new North sited drywall. 3.Snow-guards will be placed above the West entry for the health and safety of building occupants and in accordance with City of Aspen Land Use Code. 4.The “garages” (real and faux) will be occupiable spaces and meet habitable requirements. 5.The gas service to the home will be discontinued. The house will be all electric. Cleaner indoor air. Less pollutants in the home. 6.The house bill be all electric and produce energy on-site (non-historic garage structure) 10.Deferred maintenance plan for 312 W Hyman 1.Installation of gutters on East gables. Remove and install with blocking at fascia, structurally sound installation. Drain to existing dry well. 2.Installation of new gutters on West gables. Installation of snow guards at entries. Addition of blocking at fascia. 3.Excavation and installation of dry well (new) to capture and release West gable run-off and garage run-off. 4.Seal and repair slab at garage and boiler room. Removal of outmoded boiler ﬂu. Repair and or reuse roof penetrations. 5.Repair and replace (ﬂu) chimney ﬂue, masonry, waterprooﬁng, cap and code compliant exhaust. 6.Insect prooﬁng of existing attic vents, temporary. 7.Repair stucco at South West corner for multiple penetrations by existing boiler room. 8.Care and maintenance and ﬁre wise treatment of South blue spruce. 9.Work with utilities on health safety issues with North alley pad for neighborhood electrical service. Reference / Sheet Project Location Title Scale:Date Project No. Field Notice No.Dwg. No. Final Development Plans Cloud Hill Design, LLC | Snowmass l CO, 81654 l 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/Pitkin County UGB, City of Aspen 312 W Hyman Ave HPC 300 7/26/22 1,213.5 sq ft A A B B C C D D E E 4 4 3 3 2 2 1 1 1.55 5 ' 2.40 6 ' 11.68 ' 5.00 1 ' 11 . 3 1 3 ' 308 sq ft Proposed fence at the 5' side setback and 5' rear setback, lined on the South with shrubs, see landscaping plan St Moritz R e t a i n i n g w a l l ( n e w , plum and 2' f r o m p r o p e r t y l i n e ) Removal of T r e e # 2Removal of T r e e # 1 Existing water retention Existing dry well With new p l u m r e t a i n i n g w a l l , structure is 7 . 0 0 1 ' f r o m t h e nearest stuc t u r e E EG OS W 79 0 4 7903 790 2 7901 7901 7902 79 0 1 79 0 2 7902 7 9 0 3 7 9 0 4 10' R E A R S E T B A C K - P R I N C I P A L B U I L D I N G 5' R E A R S E T B A C K - P R I N C I P A L B U I L D I N G U S E D A S G A R A G E & AC C E S S O R Y B U I L D I N G 5' M I N I M U M S I D E S E T B A C K 10' F R O N T S E T B A C K PRI N C I P A L B U I L D I N G 15' F R O N T S E T B A C K ACC E S S O R Y B U I L D I N G 312 West Hyman Garage F.F.E. = 7902.86 312 West Hyman "Bedroom" F.F.E. = 7901.31 F.F.E. = 7901.36' F.F.E. = 7901.36' F.F.E. = 7901.33' Reference / Sheet Project Location Title Scale:Date Project No. Field Notice No.Dwg. No. Final Development Plans Cloud Hill Design, LLC | Snowmass l CO, 81654 l 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/Pitkin County UGB, City of Aspen 312 W Hyman Ave HPC 300 7/26/22 A A B B C C D D E E 4 4 3 3 2 2 1 1 F/ R 43 ' - 0 " 32'-7" 23 ' - 9 " 16 ' - 3 " 1'-6 2 1 / 3 2 " 2'-4 7 / 8 " 11'-8 5 / 3 2 " 8'-2"10'-2"10'-0"4'-3" 9' - 0 " 11 ' - 9 " 19 ' - 3 " 32'-7" 2' - 0 " 5' - 6 1 / 4 " 100' = 7901.31' 100' 100' = 7901.31' 4 Z004 1 A301 2 A301 2 A210 Existing dry well UP bedroom #2 bathe #3 mechanical bathe #2 closet bedroom #3 main entry heat pumps (2) electric meters (2) gas & radon egress egress egress entry w/d garden storage 1/2 bathe cabinet 312 West Hyman "Bedroom" F.F.E. = 7901.31 F.F.E. = 7901.36' F.F.E. = 7901.36' F.F.E. = 7901.33' niche mirror benchmud hooks benchshelves op e n s h e l v e s co u n t e r fireplace appliance 1 A300 1 A200 2 A200 2 Z003 2 A300 A A B B C C D D E E 4 3 2 1 F DW RE R 4 Z004 1 A301 2 A301 2 A2108'-2"10'-2"10'-0"4'-3" 9' - 0 " 11 ' - 9 " 19 ' - 3 " 32'-7" 40 ' - 0 " 9'-3" 9'-3" 1 A300 1 A200 2 A200 2 A300 kitchen bathe #1 living room down deck cabinet/ drawers fireplace bedroom 1 cl o s e t bench/ storage down egress Nproposed main level plan 1/8" = 1' proposed upper level plan 1/8" = 1' Reference / Sheet Project Location Title Scale:Date Project No. Field Notice No.Dwg. No. Skylight Shading Cloud Hill Design, LLC | Snowmass l CO, 81654 l 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/Pitkin County UGB, City of Aspen 312 W Hyman Ave HPC 300 7/26/22 0-9 o o 0:12 - 2:12 Sky-Global Product Management 1-800-88-VELUX www.VELUXUSA.com 1418 Evans Pond Road Greenwood, SC 29649 R VELUX VELUX is a registered trademark FCM - Fixed Curb Mounted Skylight STANDARD GLAZING OPTIONS: · Laminated LowE3 (04)· Tempered LowE3 (05)· Impact (06)· White Laminated (08) Skylight Width Frame Width (Outside Curb) (Inside Curb) Frame Aperture Width Maximum Skylight Clearance Width 8769523434 1257 1257 4622 4646 1181 1181 851 648 648 648 2234 2222 2246 3046 3030 851 775 572 572 572 775 37 1/29528763434 648 1257 572 1181 49 1/2 49 1/2 4622 4646 851 648 953 1257 851 1181 876 572 1181 775 33 1/2 25 1/2 25 1/2 25 1/22234 2222 2246 3046 3030 33 1/2 38 5/839 1/834 1/237 1/239 1/8 38 5/8 27 1/8 51 1/8 51 1/8 50 5/8 22 1/225 1/2 49 1/2 46 1/2 26 5/8 50 5/8 51 1/8 27 1/8 39 1/8 51 1/8 35 1/8 26 5/8 34 5/8 27 1/8 35 1/8 46 1/249 1/2 37 1/2 25 1/2 49 1/2 34 1/2 22 1/2 46 1/2 33 1/2 30 1/2 50 5/8 26 5/8 38 5/8 50 5/8 34 5/8 27 1/8 27 1/8 35 1/8 51 1/8 26 5/8 26 5/8 34 5/8 50 5/8 30 1/2 46 1/2 22 1/2 22 1/2 22 1/2 30 1/2 46 1/2 34 1/2 689 689 689 892 892 994 1299 1299 676 676 676 879 981 1286 879 1286 689 994 1299 1299 1299 892 994 689 676 676 981 981 1286 1286 1286 879 0.60 0.92 1.39 0.68 0.77 0.68 0.50 0.33 9.85 8.27 7.27 15.02 6.46 7.27 5.39 3.52 1430 1446 2230 2270 1430 1446 2230 2270 648 648 572 572 689 689 676 676 1257 1181 1299 1286 851 775 892 879 25 1/2 22 1/2 27 1/8 26 5/8 25 1/2 22 1/2 27 1/8 26 5/8 33 1/2 30 1/2 35 1/8 34 5/8 33 1/2 30 1/2 35 1/8 34 5/8 49 1/2 46 1/2 51 1/8 50 5/8 851 775 892 879 445 445 368 368 485 485 473 473 1867 1790 1908 1895 1.02 0.28 0.43 0.44 17 1/2 14 1/2 19 1/8 18 5/8 17 1/2 14 1/2 19 1/8 18 5/8 73 1/2 70 1/2 75 1/8 74 5/8 11.01 3.07 4.68 4.76 This drawing is an instrument of service and is provided for informational use only. C 2017 VELUX GROUP PRODUCT DIMENSIONS METRIC UNITS (MILLIMETERS)IMPERIAL UNITS (INCHES) Size FrameWidth FrameApertureWidth FrameHeight FrameApertureHeight DaylightArea(Sq. Meters)SkylightWidth SkylightHeight Size FrameWidth FrameApertureWidth FrameHeight FrameApertureHeight DaylightArea(Sq. Feet)SkylightWidth SkylightHeight MaximumSkylightClearanceWidth MaximumSkylightClearanceHeight MaximumSkylightClearanceWidth MaximumSkylightClearanceHeight HORIZONTAL CROSS SECTIONVERTICAL CROSS SECTION SEE DETAIL 1 Minim u m 31/2"1/4"1/4" 3446 34468769529949811257118112991286 37 1/2 39 1/8 38 5/834 1/2 51 1/849 1/2 46 1/2 50 5/81.03 11.14 Skylight Height Frame Height (Outside Curb) (Inside Curb) Frame Aperture Height Maximum Skylight Clearance Height 1/4"1/4" 15ga, 1.5mm (0.06")Roll-Formed AluminumSash with Neutral GreyKynar 500 Finish SiliconePrimary Seal RoofingBy Others UnderlaymentBy Others #8 x 13/4" StainlessSteel Wood ScrewBy Others Insulated Glass Pane DrywallBy Others OptionalAccessory Tray Thermal Break Gasketwith Integral CondensationGutter and CondensateWeep Holes at Corners DETAIL 1 DeckingBy Others 11/2" Width Curb31/2" Height MinimumBy Others Low slope roof application FCM is also available for use in high roof slope applications up to 60° C C CC B B BB q q qqFolder v v vvSettings $ $ $$Zoom FCM with ECW_Tile Roof_... FCM with ECW_Tile Roof_... Page Page 1 1 of 1 of 13 1 Velux Blinds HPC 300 2 Standard Velux Sizes HPC 300 Notes: Shades: All of the shades are solar powered and operate via a remote control. There is a choice of light ﬁltering shades which do transmit light through them or the room darkening shades which block all of the light. Detail installation: If it is a low slope rooﬁng material they simply wrap the curb with the rooﬁng material and that is the ﬂashing. With a minimal pitched roof, the FCM curb mount skylight would work best. They are designed to mount on roof pitches between 0-60 degrees. The FCM is a ﬁxed skylight. If you want them to open, you would need to go with the VCM. (We are going ﬁxed due to the low slope roof) The roof membrane to the top of the gasket is 3.5". Reference / Sheet Project Location Title Scale:Date Project No. Field Notice No.Dwg. No. Garage Overhangs, Window Elements Cloud Hill Design, LLC | Snowmass l CO, 81654 l 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/Pitkin County UGB, City of Aspen 312 W Hyman Ave HPC 300 7/26/22 W 1 0 0 N 5'-10 1/2" 1'-10 1/2" Si l l 1 ' - 6 1 7 / 6 4 " W 1 0 0 N 5'-10 1/2" 1'-10 1/2" Si l l 1 ' - 6 1 7 / 6 4 " W 1 0 0 N 5'-10 1/2" 1'-10 1/2" Si l l 1 ' - 6 1 7 / 6 4 " W 1 0 0 N 5'-10 1/2" 1'-10 1/2" Si l l 1 ' - 6 1 7 / 6 4 " W 1 0 0 N 5'-10 1/2" 1'-10 1/2" Si l l 1 ' - 6 1 7 / 6 4 " W 1 0 0 N 5'-10 1/2" 1'-10 1/2" Si l l 1 ' - 6 1 7 / 6 4 " A B C D E 4 4 3 3 2 2 1 1 1' Overhang, typ. Solar as per onsite Energy Requirements 16x 64.7 x 47.4 x 1.6" Radon (roof penetration) Vent Vent Former Boiler Flu (roof penetration) 6" diameter duct Match existing, new construction concrete fiber cement over steel frame Snow Guard (2 bar fence or clip), Fewer penetrations (bar and brackets). As per City of Aspen R910 and Section 1513 Snow Guard (2 bar fence or clip), Fewer penetrations (bar and brackets). As per City of Aspen R910 and Section 1513 Snow Guard (2 bar fence or clip), Fewer penetrations (bar and brackets). As per City of Aspen R910 and Section 1513 Protected entry, as per Ord. 40-2016 Gutters as per Civil Grading and Drainage (Existing) Gutters as per Civil Grading and Drainage Gutters as per Civil Grading and Drainage Gutters as per Civil Grading and Drainage (Existing) Gutters as per Civil Grading and Drainage 4:12 4:12 3.5:12 3.5:12 3.5:12 3.5:12 6:12 6 13/16" 173.74mm 2X 1 1/16"26.99mm THRU 3 3/16" 80.49mm 5 3/16" 131.29mm 1 3/8" 34.29mm 5/8" 15.88mm 6" 152.40mm 1" 25.40mm 3 1/2" 88.90mm 3 X 5/16"7.94mm THRU 1:3 Cut Sheet - PP314HI2AL 3/12/2018 Installation to be completed in accordance with manufacturer's written specifications and installation instructions.1.See spec sheet or contact manufacturer for detailed material, finishes, and configuration options.2.Contact manufacturer for detailed layout.3.Do not scale drawings.4.Subject to change without notice.5. Scale: 289 Harrel Street Morrisville, VT 05661 Phone: 1.888.766.4273 Fax: 1.888.766.9994 Email: Info@alpinesnowguards.com The Solaria Corporation Level 7, 330 Collins Street Melbourne, Victoria 3000 Australia | www.solaria.com/australia | Copyright © 2021 The Solaria Corporation Product specifications are subject to change without notice.AUS-DAT-0004 Rev 04 5-2021 %chieZing oZer eƾcienc] 7oParia Power<8 soPar panePs are one oJ the highest power panePs in the residentiaP and coQQerciaP soPar QarOet. 'oQpared to conZentionaP panePs 7oParia Power<8 panePs haZe Jewer gaps between the soPar cePPs this Peads to higher power and superior aesthetics. 7oParia Power<8 Pure &PacO81 panePs are QanuJactured with bPacO bacOsheet and JraQes enhancing a hoQe or buiPdingƅs architecturaP beaut]. (eZePoped in the 97% 7oPariaƅs patented cePP cutting creates a highP] rePiabPe Power<8 cePP where busbars and ribbon interconnections coQQon JaiPure points are ePiQinated. 7oPariaƅs patented paneP asseQbP] then pacOages the cePPs into the Power<8 soPar paneP reducing inactiZe space between the cePPs. 8his process Peads to an e\ceptionaPP] cost eJJectiZe and eƾcient soPar paneP. Higher Efficiency, Higher Power 7oParia Power<8 panePs achieZe oZer eƾcienc] conZentionaP panePs achieZe Ɓ eƾcienc]. 7oParia Power<8 panePs are one oJ the highest power panePs aZaiPabPe. Lower System Costs 7oParia Power<8 panePs produce Qore power per sUuare Qeter area. 8his reduces instaPPation costs due to Jewer baPance oJ s]steQ coQponents. Improved Shading Tolerance 7ubstrings are interconnected in paraPPeP within each oJ the Jour paneP Uuadrants which draQaticaPP] Powers the shading Posses and boosts energ] ]iePd. Improved Aesthetics 'oQpared to conZentionaP panePs 7oParia Power<8 panePs haZe a Qore uniJorQ appearance and superior aesthetics. Durability and Reliability 7oPderPess cePP interconnections are highP] rePiabPe and designed to Jar e\ceed the industr] Peading ]ear warrant]. Power<8®6P1 7oParia Power<8® ` (' PaneP About Solaria )stabPished in 8he 7oParia 'orporation has created one oJ the industr]ƅs Qost respected -P portJoPios with oZer issued and pending patents encoQpassing QateriaPs processes appPications products QanuJacturing autoQation and eUuipQent. ,eadUuartered in 'aPiJornia 97% 7oParia has deZePoped a technoPog] pPatJorQ that unPocOs the potentiaP oJ soPar energ]. 7oParia panePs are designed and engineered in 97%. 'ountr] oJ 1anuJacture 'hina The Solaria Corporation Level 7, 330 Collins Street Melbourne, Victoria 3000 Australia | www.solaria.com/australia | Copyright © 2021 The Solaria Corporation Product specifications are subject to change without notice.AUS-DAT-0004 Rev 04 5-2021 1.0in25mm 5.8in148mm 64.7in1644mm 5.8in148mm 1.0in25mm 47.4in1204mm 14.4in367mm 35.9in911mm POSITIVE (+)1000mm[39.4in]NEGATIVE (-)1000mm[39.4in] 7mm[0.276in] X 10mm[0.394in]4X MOUNTING SLOTS 'B'4.5mm[0.18in] 4X GROUNDING HOLES 'A' 1.57in40.0mm 1.38in35.0mm .07in1.7mm .43in11.0mm A BB B BA A A D C B AA B C D 12345678 8 7 6 5 4 3 2 1 E F E F REV XT-A 0 1 8 D 02 02 POWERXT-XXXR-PMX 3/15/2019M. LAU 6200 Paseo Padre Parkway, Fremont, CA 94555+1 510 270 2500www.solaria.com XT-A018 SHEET 3 OF 3 UNLESS OTHERWISE SPECIFIED: SCALE: 1:5 WEIGHT: 18.5 kg REVDRAWING NUMBERDSIZE DESCRIPTIONNAMEDATE THIRD ANGLE PROJECTION ENG APPR. DRAWN FINISH MATERIAL INTERPRET DRAWINGPER ASME Y14.100-2004INTERPRET GEOMETRICTOLERANCING PER ASME Y14.5M-1994DO NOT SCALE DRAWING DIMENSIONS ARE IN MM [IN]TOLERANCES:ANGULAR: 0.5LINEAR X0.50LINEAR .X0.25LINEAR .XX0.13 APPLICATIONUSED ONNEXT ASSY PROPRIETARY AND CONFIDENTIALTHE INFORMATION CONTAINED IN THISDRAWING IS THE SOLE PROPERTY OFSOLARIA CORPORATION. ANY REPRODUCTION IN PART OR AS A WHOLEWITHOUT THE WRITTEN PERMISSION OF SOLARIA CORPORATION IS PROHIBITED. NOTES: THE TOLERANCES AND DIMENSIONS ON THIS PAGE ARE FORTHE REFERENCE OF THE INSTALLER FOR MANUFACTURING INFORMATIONREFER TO MANUFACTURING DRAWINGS Power<8®6P1 Performance at NOCT (800W/m2, 20°C Amb, Wind 1 m/s, AM 1.5) Max Power (Pmax)[W]294.2 Open Circuit Voltage (Voc)[V]47.73 Short Circuit Current (Isc)[A]8.05 Max Power Voltage (Vmp)[V]39.22 Max Power Current (Imp)[A]7.50 Temperature Characteristics NOCT [ºC]45 +/-2 Temp. Coeff. of Pmax [% / ºC]-0.39 Temp. Coeff. of Voc [% / ºC]-0.29 Temp. Coeff. of Isc [% / ºC]0.04 Design Parameters Operating temperature [ºC]-40 to +85 Max System Voltage [V]1000 Max Fuse Rating [A]20 Bypass Diodes [#]4 Mechanical Characteristics Cell Type Monocrystalline Silicon Dimensions (L x W x H)1644mm x 1204mm x 40mm 64.7" x 47.4" x 1.6" Weight 21 kg / 46 lbs Glass Type / Thickness AR Coated, Tempered / 2.8mm Frame Type Black Anodised Aluminum Cable Type / Length 12 AWG PV Wire (UL) / 1000mm Connector Type Genuine MC4 (Male: PV-KST4, Female: PV-KBT4) Junction Box IP68 / 4 diodes Front Load 5400 Pa* Rear Load 3600 Pa* * Refer to Solaria Installation Manual for details Certifications / Warranty Certifications IEC 61215/61730 (Ed. 2016) Fire Class (UL 790)C Safety Class IEC 61140, Class II Power, Parts & Labor Warranty 25 years* * Warranty details at www.solaria.com/australia Packaging Stacking Method Horizontal / Palletised Panels/ Pallet 25 Pallet Dims (L x W x H)67.7" x 49.6" x 49.1" 1720mm x 1260mm x 1246mm Pallet Weight 575 kg / 1268 lbs Pallets / 40-ft Container 18 Panels / 40-ft Container 450 IV Curves vs. Irradiance (400W Panel) .98in25mm 5.83in148mm 64.72in1644mm 5.83in148mm .98in25mm 47.40in1204mm 14.43in366.50mm 35.87in911mm POSITIVE (+)1000mm [3.3 IW]NEGATIVE (-)1000mm [3.3 IW] 7mm[0.276in] X 10mm[0.394in]4X MOUNTING SLOTS 'B'4.5mm[0.18in] 4X GROUNDING HOLES 'A' 1.57in40mm 1.38in35mm .07in1.70mm .43in11mm A B A A A B B B D C B AA B C D 12345678 8 7 6 5 4 3 2 1 E F E F REV XT- A 0 1 8 D 02 02 POWERXT-XXXR-PMX 3/15/2019M. LAU 6200 Paseo Padre Parkway, Fremont, CA 94555+1 510 270 2500www.solaria.com XT-A018 SHEET 3 OF 3 UNLESS OTHERWISE SPECIFIED: SCALE: 1:5 WEIGHT: 18.5 kg REVDRAWING NUMBERDSIZE DESCRIPTIONNAMEDATE THIRD ANGLE PROJECTION ENG APPR. DRAWN FINISH MATERIAL INTERPRET DRAWINGPER ASME Y14.100-2004INTERPRET GEOMETRICTOLERANCING PER ASME Y14.5M-1994DO NOT SCALE DRAWING DIMENSIONS ARE IN MM [IN]TOLERANCES:ANGULAR: 0.5LINEAR X0.50LINEAR .X0.25LINEAR .XX0.13 APPLICATION USED ONNEXT ASSY PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THISDRAWING IS THE SOLE PROPERTY OFSOLARIA CORPORATION. ANY REPRODUCTION IN PART OR AS A WHOLEWITHOUT THE WRITTEN PERMISSION OF SOLARIA CORPORATION IS PROHIBITED. NOTES: THE TOLERANCES AND DIMENSIONS ON THIS PAGE ARE FORTHE REFERENCE OF THE INSTALLER FOR MANUFACTURING INFORMATIONREFER TO MANUFACTURING DRAWINGS Comprehensive 25-Year Warranty 0 1 2 3 4 5 6 7 8 9 10 0 5 10 15 20 25 30 35 40 45 50 55 CU R R E N T ( A ) VOLTAGE (V) Solaria Proprietary and Confidential Information ©2016 Do Not Copy, Replicate, or Reproduce. Years 25-year Power, Parts and Labor from Solaria Typical Tier 1 industry warranty 100% 90% 80% 98% 5 10 251520 86% 81% Wo r k m a n s h i p L i m i t FRAME PROFILE Performance at STC (1000W/m2, 25° C, AM 1.5) PowerXT-400R-PM Max Power (Pmax)*[W]400 Efficiency [%]20.2 Open Circuit Voltage (Voc)*[V]51.68 Short Circuit Current (Isc)*[A]9.97 Max Power Voltage (Vmp)[V]43.08 Max Power Current (Imp)[A]9.28 Power Range [W]-0/+5 * Measurement Tolerance Pmax +/-3%, Tolerance Voc +/- 2%, Tolerance Isc +/- 4% DaVinci HeatSmart™ Heat Exchanger Page 1 of 7 17602218 - 3/18/2022 Travis Industries, Inc. Compatibility Notes This kit with any DaVinci or Maestro fireplace with TouchSmart™ controls. Overview The heat exchanger is designed to circulate room air through the fireplace to extract heat from the exhaust stream and deliver that heat back into the room. The heat exchanger is installed in line with the venting and air from a blower is routed through the exchanger and back into the room through a register. Install the heat exchanger when venting the appliance. Make sure all work on ducts is complete and sealed before installing drywall. Packing List  Heat Exchanger Vent section  Blower Assembly with Strain Relief  Blower Grill  Heat Exchanger Lead (2 wire Molex)  Register Boot - 6” Dia. to 6” x 12” (153mm Dia. to 153mm x 305mm)  Output Register (12” x 6”) (305mm x 153mm)  33’(10.06M) of 6”(153mm) Diameter Duct (U.L. 181)  10” starter collar (for use with inline 180 fan only) Reference / Sheet Project Location Title Scale:Date Project No. Field Notice No.Dwg. No. Window Layout and Proportions Cloud Hill Design, LLC | Snowmass l CO, 81654 l 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/Pitkin County UGB, City of Aspen 312 W Hyman Ave HPC 300 7/26/22 Reference / Sheet Project Location Title Scale:Date Project No. Field Notice No.Dwg. No. Window Layout and Proportion South Cloud Hill Design, LLC | Snowmass l CO, 81654 l 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/Pitkin County UGB, City of Aspen 312 W Hyman Ave HPC 300 7/26/22 Reference / Sheet Project Location Title Scale:Date Project No. Field Notice No.Dwg. No. Window Layout and Proportion West Cloud Hill Design, LLC | Snowmass l CO, 81654 l 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/Pitkin County UGB, City of Aspen 312 W Hyman Ave HPC 300 7/26/22 Reference / Sheet Project Location Title Scale:Date Project No. Field Notice No.Dwg. No. Window Layout and Proportion North Cloud Hill Design, LLC | Snowmass l CO, 81654 l 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/Pitkin County UGB, City of Aspen 312 W Hyman Ave HPC 300 7/26/22 Reference / Sheet Project Location Title Scale:Date Project No. Field Notice No.Dwg. No. Window Layout and Proportion East Cloud Hill Design, LLC | Snowmass l CO, 81654 l 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/Pitkin County UGB, City of Aspen 312 W Hyman Ave HPC 300 7/26/22 Reference / Sheet Project Location Title Scale:Date Project No. Field Notice No.Dwg. No. Window Layout and Proportion Cloud Hill Design, LLC | Snowmass l CO, 81654 l 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/Pitkin County UGB, City of Aspen 312 W Hyman Ave HPC 300 7/26/22 Reference / Sheet Project Location Title Scale:Date Project No. Field Notice No.Dwg. No. Sideyard Setback Cloud Hill Design, LLC | Snowmass l CO, 81654 l 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/Pitkin County UGB, City of Aspen 312 W Hyman Ave HPC 300 7/26/22 1,213.5 sq ft A A B B C C D D E E 4 4 3 3 2 2 1 1 1.55 5 ' 2.40 6 ' 11.6 8 ' 5.00 1 ' 11 . 3 1 3 ' 308 sq ft Proposed fence at the 5' side setback and 5' rear setback, lined on the South with shrubs, see landscaping plan St Moritz R e t a i n i n g w a l l ( n e w , plum and 2' f r o m p r o p e r t y l i n e ) Removal of T r e e # 2Removal of T r e e # 1 Existing water retention Existing dry well With new p l u m r e t a i n i n g w a l l , structure is 7 . 0 0 1 ' f r o m t h e nearest stuc t u r e E EG OS W 7903 790 2 7901 7901 7902 79 0 1 79 0 2 7902 7 9 0 3 79 0 3 7 9 0 4 10' R E A R S E T B A C K - P R I N C I P A L B U I L D I N G 5' R E A R S E T B A C K - P R I N C I P A L B U I L D I N G U S E D A S G A R A G E & AC C E S S O R Y B U I L D I N G 5' M I N I M U M S I D E S E T B A C K 10' F R O N T S E T B A C K PRI N C I P A L B U I L D I N G 15' F R O N T S E T B A C K ACC E S S O R Y B U I L D I N G 312 West Hyman Garage F.F.E. = 7902.86 312 West Hyman "Bedroom" F.F.E. = 7901.31 F.F.E. = 7901.36' F.F.E. = 7901.36' F.F.E. = 7901.33' N Reference / Sheet Project Location Title Scale:Date Project No. Field Notice No.Dwg. No. Thank you Cloud Hill Design, LLC | Snowmass l CO, 81654 l 312 W Hyman Ave Lots P+Q, Block 46 Aspen CO 81611 USA/Pitkin County UGB, City of Aspen 312 W Hyman Ave HPC 300 7/26/22