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HomeMy WebLinkAboutB16-0149_S2_1478907812.pdf11 11 12 12 14 14 1 S3 ________ 2 S3 ________6'-9" 12" THICK CONCRETE FOOTING w/ REINFORCED w/ (11) #5 TRANSVERSE & (6) #5 LONGITUDINAL 2'-0" 2'-0" 100'-3" 100'-3" 100'-3" 100'-3" 6"6" 1'-0" 6"6"1'-0" 8"Ø x 48" SONO TUBE, TYP (4) LOCATIONS HSS3X3 X1/4 HSS3X3X1/4 10 5/8" 2'-1 3/8" 4" 3'-4" 4" 2'-1 3/8" 10 5/8" 10'-0"1'-6"2'-10" 4'-4" HSS3X3X1/4 HSS3X3X1/4 2'-0" 1'-0"1'-0" HSS3X3X1/4 HSS3X3X1/4 1'-7" 4'-1 1/8" 8'-2 3/4" 8 S3 ________ 4x4 4x4 4x4 4x4 12 S3 ____ ____ 13 13 1'-10"3'-1"1'-10"4'-0" 1 S9 ________ 4" BRICK LEDGE TOC = 99'-0" TOC = 100'-0" 4"1'-4"4"1 3/4" 2'-0" 4'-0" 11 11 12 12 14 14 HSS4X3X1/4 HSS4X3X1/4 HSS4X3X1/4 CONT CONT CONT CONT 2x DECKING 1 S3 ________ 2 S3 ________ L SIDE SUPPLIED BY OWNER INSTALLED BY CONTRACTOR 2x6 DECKING (2) 2x8 (2) 2x8 (2) 2x8 (2) 2x8 (2) 2x8 (2) 2x8 ________S3 4 5 S3 ________ 4'-1 3/8" RS 2x4 RS 2x4 RS 2x4 RS 2x4 RS 2x4 RS 2x4 4 EQUAL SPACES = 6'-9" 10 S5 ________ 2x12 STRINGER 2x12 STRINGER 2x12 STRINGER 2x12 STRINGER (4) STRINGERS @ 3 EQ SPACES 4x4 4x4 4x4 4x4 4x4 4x4 4x4 4x4 8 S3 ________ 12 S3 ________ 12 S3 ________ 6 S3 ________ SIMPSON HUSC28-2 EA END, TYP 13 13 1 S9 ________ F/O VENEER WOOD FRAMED CHIMNEY w/ 3" STONE VENEER 11 11 12 12 14 14 HSS3X3X1/4 HSS3X3X1/4 [108'-1 3/4"] HSS3X3X1/4 HSS3X3X1/4 [108'-1 3/4"] HSS3X3X1/4 BENT HSS3X3X1/4 BENT B B B B 12:12 2 S3 ________ 1 S3 ________ 5/8" PLYWOOD SHEATHING ON 2x6 T&G DECKING HSS3X3X1/4 HSS3X3X1/4 [111'-7 3/8"] HSS3X3X1/4 HSS3X3X1/4 8 S3 ________ 12 S3 ________ 13 13 12:12 1 S9 ________ WOOD FRAMED CHIMNEY w/ 3" STONE VENEER F/O VENEER 4x4 POSTS TO BE LOCATED AT EDGE OF OPENINGS. COORDINATE LOCATION WITH LANDSCAPE ARCH. SEE 3/S3 FOR WOOD TO STEEL CONNECTION. 4x4 POSTS TO BE LOCATED AT EDGE OF OPENINGS. COORDINATE LOCATION WITH LANDSCAPE ARCH. SEE 3/S3 FOR WOOD TO STEEL CONNECTION. SHEET NUMBER 1309 ELKHORN DRIVE . VAIL . COLORADO. 81657 970.479.2158 # DATE DESCRIPTION ISSUE DATE REVISIONS DRAWN: REVIEWED: 7/27/2016 10:36:02 AM S2 BOOTH CREEK PARK 2900 MANNS RANCH ROAD VAIL, CO 81657 CONSTRUCTION DOCUMENTS ADDENDUM - 3 4/22/2016 Author JPU 17831 1' 2' 4' 0 8' 1/4" 1/2" = 1'-0" CABIN FOUNDATION PLAN 1' 2' 4' 0 8' 1/4" 1/2" = 1'-0" CABIN PLATFORM FRAMINGPLAN 1' 2' 4' 0 8' 1/4" 1/2" = 1'-0" CABIN ROOF FRAMING PLAN • TOP OF SURFACING ELEVATION = 100'-0" • TOP OF CONCRETE PEDESTAL ELEVATION = 99'-0" • TOP OF CONCRETE FOOTING ELEVATION = 97'-0" • TOP OF STEEL ELEVATION = 100'-4" •TOP OF STEEL ELEVATION = 102'-10 1/2" • TOP OF STEEL ELEVATION NOTED: [ELEV] 1 1 1 1 1 7/20/2016 Revision 1 – Cabin Chimney 7/20/2016 08/03/16