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HomeMy WebLinkAboutB12-0087 - REV1 - 051512 approved3 2 1 C B A This document [and all of the information it contains] constitutes original Venture Architecture work . It may not be used or reproduced in any way without the expressly written authorization of Venture Architecture.1206 04.04.12 Release DATE:Release NAME:Project Number:CD'S AS.00 D 4 3 2 1 4 C B A D REMODEL AND ADDITION 535 East Mexico Avenue Denver, Colorado 80210 303.722.9988 [phone] 303.722.9989 [fax]www.venturearchitecture.com WOLFF RESIDENCE 2724 BALD MOUNTAIN ROAD VAIL, COLORADO 81657 SITE PLAN VENTURE ARCHITECTURE Smart Design. Successful Venture.1206 Vail Res-2 [file-server.private]PLAN NORTH GRADE=492.2', ROOF POINT=524.8', HEIGHT=32'-7"488 490 492 494 496 498 500 502 504 506 508 510 496 492 494 490 488 486 484 482 480 498 ADDITION EXISTING ADDITION EXISTING CONTRACT N.I.C BALD MOUNTAIN ROAD 2724 BALD MOUNTAIN ROAD 2730 BALD MOUNTAIN ROAD S87 16' 25"W 189.21'20' UTILITY EASEMENT S07 57' 48"W 109.89'20' UTILITY EASEMENT S05 22' 35"E 181.17'R=844.02'L=230.58'CH=S74 12' 38"E 229.87'15' SETBACK 15' SETBACK 15' SETBACK 20' SETBACK GRADE=491.8', ROOF POINT=524.8', HEIGHT=33'-0"GRADE=491.75', ROOF POINT=523'.0, HEIGHT=31'-4"GRADE=491.50', ROOF POINT=523.0', HEIGHT=31'-6"5 6 7 7 1 1 1 1 2 2 2 1 3 3 3 4 8 8 9 9 10 10 9 9 8 8 #1 2 3 4 5 6 7 8 9 10 SITE PLAN GENERAL NOTES EXISTING ROOF AREA NEW ROOF AREA EXISTING DECK AREA NEW DECK AREA EXISTING ASPHALT DRIVEWAY EXTEND EXISTING DRIVEWAY SNOW STORAGE (10% OF DRIVEWAY AREA)LEGAL DESCRIPTION: SUBDIVISION: VAIL VILLAGE FILING 13 BLOCK: 2 LOT: 28 PARCEL B.PARCEL NUMBER: 2101-34-03-020 CODE INFORMATION: INTERNATIONAL RESIDENTIAL CODE 2009 INTERNATIONAL FIRE CODE 2009 INTERNATIONAL MECH CODE 2009 INTERNATIONAL PLUMBING CODE 2009 NATIONAL ELECTRICAL CODE 2008 ENERGY CONSERVATION CODE 2009 CODE STUDY LOCATION: 2724 BALD MOUNTAIN ROAD VAIL, COLORADO 81657 SITE INFOMATION SITE COVERAGE LOT AREA: 29,630 SF BUILDING FOOTPRINT (LESS THAN 20%): 3,495 SF (12%) LANDSCAPING AND SITE DEVELOPMENT LOT AREA: 29,630 SF BUILDING FOOTPRINT: 3,495 SF HARDSCAPE (ASPHALT DRIVEWAY): 2,146 SF SOFTSCAPE (MORE THAN 60%): 23,989 SF (81%)EXISTING TREES TO BE REMOVED NEW TREES TO BE PLANTED, SPECIES TO MATCH THE REMOVED TREES.EROSION CONTROL FENCING SUMMARY (GRFA)ADDED-GRFA NEW TOTAL-GRFA EXISTING-GRFA 5,635 SF 1,297 SF 6,932 SF ALLOWABE-GRFA 8,402 SF SCALE: 1" = 10'A4 SITE PLAN TRUE NORTH 05.14.12 2 By David Rhoades at 12:52 pm, May 15, 2012 Reviewed for Code Compliance Code: 2009 International Building Code (IBC) By m at 10:05 am, May 30, 2012 3 2 1 C B A This document [and all of the information it contains] constitutes original Venture Architecture work . It may not be used or reproduced in any way without the expressly written authorization of Venture Architecture.1206 04.04.12 Release DATE:Release NAME:Project Number:CD'S A1.00 D 4 3 2 1 4 C B A D REMODEL AND ADDITION 535 East Mexico Avenue Denver, Colorado 80210 303.722.9988 [phone] 303.722.9989 [fax]www.venturearchitecture.com WOLFF RESIDENCE 2724 BALD MOUNTAIN ROAD VAIL, COLORADO 81657 LOWER LEVEL FRAMING PLAN VENTURE ARCHITECTURE Smart Design. Successful Venture.1206 Vail Res-2 [file-server.private]PLAN NORTH H D001B D001A W22 W22 W22 B B D003B D003E D003D D003C D002A D003A D002C D003F D002B D001C 3 1/2"9'-10 1/2"10'-4 1/2"6"8"3 1/2"3'-9"3 1/2"3'-9"5 1/2"1'-9 1/2"3 1/2"5'-2"3 1/2"6'-0 1/2"6"4'-9"6"3'-1 1/2"3 1/2"3'-1"3 1/2"3'-1"3 1/2"2'-10"3 1/2"10'-4 1/2"6"2'-8 1/2"3 1/2"6'-7"8"3 1/2"3'-9"3 1/2"3'-9"1'-9 1/2"3 1/2"11'-11 1/2"6"9'-1"20'-6 1/2"5'-3"17'-10 1/2"29'-7 1/2"12'-0"8'-6 1/2"5'-1"17'-6 1/2"8"22'-7 1/2"8"4"4'-8"8"3 1/2"4'-9 1/2"4'-9 1/2"3'-1 1/2"5'-8"UP UP ADDITION EXISTING TYP TYP TYP TYP TYP FAMILY ROOM 001 BATH 003 KIDS ROOM 002 A2 A6.02 C4 A5.01 A4 A5.00 C4 A5.00 A4 A5.01 2 2 1 1 4 B4 A4.00 12'-1"8"3 1/2"10'-7"6 1/2"8"24'-0"11'-6 1/2"23'-8"A4 A6.02 A4 A6.00 A4 A6.00 A3 A6.02 CONTRACT N.I.C A4 A6.01 A4 A6.01 #1 2 3 4 FRAMING PLAN KEYED NOTES LEGEND EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED EXISTING DOOR TO REMAIN EXISTING DOOR TO BE REMOVED D###NEW DOOR EXISTING DOOR TO BE REMOVED NEW WALL DD-##RE: DOOR SCHEDULE OF RE-USE LOCATION.RE: DOOR SCHEDULE.RE: WALL TAG AND WALL SCHEDULE.WOOD COLUMN. RE: STRUCTURAL STEEL BEAM. RE: STRUCTURAL STEEL COLUM. RE: STRUCTURAL WOOD POST. RE: STRUCTURAL SCALE: 1/4" = 1'-0"A4 LOWER LEVEL FRAMING PLAN TRUE NORTH 05.14.12 2 By David Rhoades at 12:52 pm, May 15, 2012 Reviewed for Code Compliance Code: 2009 International Building Code (IBC) By m at 10:05 am, May 30, 2012 3 2 1 C B A This document [and all of the information it contains] constitutes original Venture Architecture work . It may not be used or reproduced in any way without the expressly written authorization of Venture Architecture.1206 04.04.12 Release DATE:Release NAME:Project Number:CD'S A6.01 D 4 3 2 1 4 C B A D REMODEL AND ADDITION 535 East Mexico Avenue Denver, Colorado 80210 303.722.9988 [phone] 303.722.9989 [fax]www.venturearchitecture.com WOLFF RESIDENCE 2724 BALD MOUNTAIN ROAD VAIL, COLORADO 81657 BUILDING SECTION VENTURE ARCHITECTURE Smart Design. Successful Venture.1206 Vail Res-2 [file-server.private]1 1 1 2 DINNING ROOM 104 BEDROOM 1 MASTER 201 FAMILY ROOM 001 MUD ROOM 101 STAIRS 102 STAIRS 200 DECK LEVEL (T.O. FRAMING)EL. 99'-11 1/4"D3 A7.00 A3 A7.00 C2 A6.00 A3 A4.00 C3 A7.00 C3 A7.00 A2 A4.00 A2 A4.00 7 5/8"1'-0"7 1/4"1'-0"RAILING BEYOND NOT SHOWN FOR CLARITY RISER TREAD RISER TREAD T.O. PLATE EL. 108'-1"T.O. PLATE EL. 117'-2 9/16"T.O. ROOF EL. 123'-9 1/4"T.O. PLATE EL. 99'-2"LOWER LEVEL (T.O. SLAB)EL. 91'-1" UPPER LEVEL (T.O. SUBFLOOR)EL. 109'-1 5/8"GARAGE LEVEL EL. 95'-4"MUDROOM LEVEL EL. 95'-7 5/8"STAIR LANDING EL. 104'-10 7/16"MAIN LEVEL (T.O. SUBFLOOR)EL. 100'-0"STUCCO FINISH AND BASE COAT METAL MESH BUILDING PAPER EXTERIOR SHEATHING 2X6 STUD WALL R-20 BATT INSULATION (MIN.)1/2" GYP BOARD 1 1/2" GYP-CRETE PLYWOOD SUBFLOOR 2X10 FLOOR JOISTS,RE: STRUCTURAL 1/2" GYP BOARD 4" SLAB ON GRADE, RE: STRUCTURAL RADIANT HEAT IN NEW SLAB 2" RIDGED INSULATION 6-MIL POLY VAPOR BARRIER GRAVEL BASE 1 1/2" GYP-CRETE PLYWOOD SUBFLOOR 11 7/8" WOOD JOISTS,RE: STRUCTURAL 1/2" GYP BOARD WOOD STAIR STRINGER W/ STONE SLAB TREADS AND WOOD RISERS STEEL COLUMN, BEYOND.RE: STRUCTURAL 1 1/2" GYP-CRETE 4" SLAB ON GRADE, RE: STRUCTURAL 2" RIDGED INSULATION 6-MIL POLY VAPOR BARRIER GRAVEL BASE 1 1/2" GYP-CRETE EXISTING SLAB WOOD BEAM, RE STRUCTURAL WOOD BEAM, RE STRUCTURAL EXISTING STEEL BEAM TO REMAIN,RE STRUCTURAL STUCCO FINISH AND BASE COAT METAL MESH BUILDING PAPER EXTERIOR SHEATHING FLOOR FRAMING ASPHALT SHINGLES 30# FELT PAPER (E) PLYWOOD SHEATHING (E) 11 7/8" WOOD ROOF RAFTER,RE: STRUCTURAL R-49 SPRAY INSULATION, MIN.(AIR-IMPERMEABLE AND VAPOR RETARDER)1/2" GYP BOARD WOOD STAIRS W/ STONE SLAB TREADS AND WOOD RISERS STEEL COLUMN, BEYOND.RE: STRUCTURAL WOOD STAIRS LANDING W/ STONE SLAB TREADS ASPHALT SHINGLES 30# FELT PAPER PLYWOOD SHEATHING 11 7/8" WOOD ROOF RAFTER,RE: STRUCTURAL R-49 SPRAY INSULATION, MIN (AIR-IMPERMEABLE AND VAPOR RETARDER)1/2" GYP BOARD ASPHALT SHINGLES 30# FELT PAPER (E) PLYWOOD SHEATHING (E) 11 7/8" WOOD ROOF RAFTER,RE: STRUCTURAL R-49 SPRAY INSULATION, MIN.(AIR-IMPERMEABLE AND VAPOR RETARDER)1/2" GYP BOARD SCALE: 3/8" = 1'-0"A4 BUILDING SECTION @ STAIRS AND TOWER 04.26.12 04.26.12 04.26.12 05.14.12 By David Rhoades at 12:53 pm, May 15, 2012 Reviewed for Code Compliance Code: 2009 International Building Code (IBC) By m at 10:05 am, May 30, 2012 .4 ´´´´´¶¶¶´´´´ 1 4-26-12 14-26-12 14-26-12 14-26-12 14-26-12 14-26-12 1 4-26-12 1 4-26-12 1 4-26-12 1 4-26-12 1 4-26-12 2 5-10-12 2 5-10-12 25-10-12 25-10-12 25-10-12 25-10-12 2 5-10-12 2 5-10-12 2 5-10-12 25-10-12 2 5-10-12 2#)'6JGUGRNCPUCTGKPVGPFGFHQTWUGD[VJGQTKIKPCNQYPGTCVVJG KPFKECVGFUKVGQPN[$G[QPFVJKUKPVGPFGFWUGVJGUGRNCPUCTG VJGRTQRGTV[QH'PIKPGGTKPI&GUKIPYQTMU+PEEJCTIGHQTEQR[KPIQTQVJGTWUGQHVJKURCIGQTKVUFGUKIPUYKVJQWVYTKVVGPCWVJQTK\CVKQP'0)+0''4+0)&'5+)0914-5+0%2*10'  Ä(#:  Ä*KNNVQR2CTMYC[5WKVG#5VGCODQCV5RTKPIU%1GFY"URTKPIUKRUEQO &#6'ÄÄ,1$&4#90%$'0)%9 4'8+5'&ÄÄ4'8+5'&ÄÄ+557'2'4/+6 (170&#6+102.#0#0&&'6#+.5HQTVJGRTQRQUGF91.((4'5+&'0%'$#.&/1706#+041#&8#+.%1.14#&15QHBy David Rhoades at 12:53 pm, May 15, 2012 Reviewed for Code Compliance Code: 2009 International Building Code (IBC) By m at 10:05 am, May 30, 2012 .4 ´´´´´¶¶¶´´´´ 1 4-26-12 1 4-26-12 1 4-26-12 1 4-26-12 1 4-26-12 1 4-26-12 25-10-12 25-10-12 2 5-10-12 2 5-10-12 2 5-10-12 2 5-10-12 25-10-12 2#)'6JGUGRNCPUCTGKPVGPFGFHQTWUGD[VJGQTKIKPCNQYPGTCVVJG KPFKECVGFUKVGQPN[$G[QPFVJKUKPVGPFGFWUGVJGUGRNCPUCTG VJGRTQRGTV[QH'PIKPGGTKPI&GUKIPYQTMU+PEEJCTIGHQTEQR[KPIQTQVJGTWUGQHVJKURCIGQTKVUFGUKIPUYKVJQWVYTKVVGPCWVJQTK\CVKQP'0)+0''4+0)&'5+)0914-5+0%2*10'  Ä(#:  Ä*KNNVQR2CTMYC[5WKVG#5VGCODQCV5RTKPIU%1GFY"URTKPIUKRUEQO &#6'ÄÄ,1$&4#90%$'0)%9 4'8+5'&ÄÄ4'8+5'&ÄÄ+557'2'4/+6 /#+0(.114(4#/+0)2.#0HQTVJGRTQRQUGF91.((4'5+&'0%'$#.&/1706#+041#&8#+.%1.14#&15QHBy David Rhoades at 12:54 pm, May 15, 2012 Reviewed for Code Compliance Code: 2009 International Building Code (IBC) By m at 10:05 am, May 30, 2012 .4 1 4-26-12 25-10-12 2 5-10-12 2 5-10-12 2#)'6JGUGRNCPUCTGKPVGPFGFHQTWUGD[VJGQTKIKPCNQYPGTCVVJG KPFKECVGFUKVGQPN[$G[QPFVJKUKPVGPFGFWUGVJGUGRNCPUCTG VJGRTQRGTV[QH'PIKPGGTKPI&GUKIPYQTMU+PEEJCTIGHQTEQR[KPIQTQVJGTWUGQHVJKURCIGQTKVUFGUKIPUYKVJQWVYTKVVGPCWVJQTK\CVKQP'0)+0''4+0)&'5+)0914-5+0%2*10'  Ä(#:  Ä*KNNVQR2CTMYC[5WKVG#5VGCODQCV5RTKPIU%1GFY"URTKPIUKRUEQO &#6'ÄÄ,1$&4#90%$'0)%9 4'8+5'&ÄÄ4'8+5'&ÄÄ+557'2'4/+6 722'4(.114(4#/+0)2.#0HQTVJGRTQRQUGF91.((4'5+&'0%'$#.&/1706#+041#&8#+.%1.14#&15QHBy David Rhoades at 12:54 pm, May 15, 2012 Reviewed for Code Compliance Code: 2009 International Building Code (IBC) By m at 10:05 am, May 30, 2012 .4 1 4-26-12 2 5-10-12 2#)'6JGUGRNCPUCTGKPVGPFGFHQTWUGD[VJGQTKIKPCNQYPGTCVVJG KPFKECVGFUKVGQPN[$G[QPFVJKUKPVGPFGFWUGVJGUGRNCPUCTG VJGRTQRGTV[QH'PIKPGGTKPI&GUKIPYQTMU+PEEJCTIGHQTEQR[KPIQTQVJGTWUGQHVJKURCIGQTKVUFGUKIPUYKVJQWVYTKVVGPCWVJQTK\CVKQP'0)+0''4+0)&'5+)0914-5+0%2*10'  Ä(#:  Ä*KNNVQR2CTMYC[5WKVG#5VGCODQCV5RTKPIU%1GFY"URTKPIUKRUEQO &#6'ÄÄ,1$&4#90%$'0)%9 4'8+5'&ÄÄ4'8+5'&ÄÄ+557'2'4/+6 411((4#/+0)2.#0HQTVJGRTQRQUGF91.((4'5+&'0%'$#.&/1706#+041#&8#+.%1.14#&15QHBy David Rhoades at 12:54 pm, May 15, 2012 Reviewed for Code Compliance Code: 2009 International Building Code (IBC) By m at 10:05 am, May 30, 2012 Required if shedding on existing deck