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HomeMy WebLinkAboutB16-0149_2S1-P_1478899566.pdfA A B B C C D D E E F F G G 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 101'-9" HSS6X6X3/8 HSS6X6X3/8 HSS6X6X3/8 HSS6X6X3/8 HSS6X6X3/8 HSS6X6X3/8 HSS6X6X3/8 24'-0" F5.0x3.0 F5.0x3.0 F5.0x3.0 F32 F5.0x3.0 1'-0" 18'-0" 1'-0" 20'-0" 2'-0" 2'-0" 2'-0" F48 100'-0" 1'-0" 2'-0" 1'-0" 2 S2-P ________ 4 S2-P ________ 2 S2-P ________ 3 S2-P ________ 1 S2-P ________ HSS6X6X3/8 BATTERED HSS6X6X3/8 BATTERED CONCRETE SLAB ON GRADE SLAB EDGE. REFER TO ARCHITECT FOR EXTENTS. REFER TO CIVIL FOR CONSTRUCTION SPECIFICATION 1'-0" 8'-0" 8" 4" 1'-0" 10'-0" 1'-0" 12'-0" F5.0x3.0 F5.0x3.0 HSS6X6X3/8 BATTERED HSS6X6X3/8 BATTERED ________ S2-P 5 6 6 5 5 4 4 3 3 2 2 1 1 7 7 1'-0" 1'-0" 1'-0" 1'-0" 1'-7 1/2" 2'-4 1/2" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 24'-0" NORTH A B C D E F G 6 3/4" x 16 1/2" GL {109'-6"] 6 3/4" x 16 1/2" GL [107'-6] 12:12 12:12 2:12 2x6 T&G DECKING 2'-0" 2'-0" 6 SPACES @ 4'-0" = 24'-0" 5 1/8" x 9 1/2" GL 5 1/8" x 9 1/2" GL 5 1/8" x 9 1/2" GL 5 1/8" x 9 1/2" GL 5 1/8" x 9 1/2" GL 5 1/8" x 9 1/2" GL 5 1/8" x 9 1/2" GL 5 1/8" x 9 1/2" GL 5 1/8" x 9 1/2" GL 5 1/8" x 9 1/2" GL 5 1/8" x 9 1/2" GL 5 1/8" x 9 1/2" GL 5 1/8" x 9 1/2" GL 5 1/8" x 9 1/2" GL 6 3/4" x 16 1/2" GL [108'-4 1/8"] 6 5 4 3 2 1 7 9'-0". 7'-0". 1'-0". 6 S2-P ________ 7 S2-P ________ 8 S2-P ________ 9 S2-P ________ NORTH TYPICAL ROOF SHEATHING: 5/8" NOMINAL APA 40/20 RATED PLYWOOD SHEATHING FASTENED WITH 8d x 1 1/2" NAILS @ 6" EACH WAY DIRECTLY TO 2x6 TONGUE & GROOVE DECKING. FASTEN DECKING TO GL RAFTER w/ (2) #12x3" WOOD SCREWS PER PLANK TO EACH RAFTER. SHEET NUMBER 1309 ELKHORN DRIVE . VAIL . COLORADO. 81657 970.479.2158 # DATE DESCRIPTION ISSUE DATE REVISIONS DRAWN: REVIEWED: 4/8/2016 9:55:44 AM S1-P REDEVELOPMENT BOOTH CREEK PARK 2900 MANNS RANCH ROAD VAIL, COLORADO 100% CD 04/08/16 JPU CMK JVA PROJECT #17831 6" 1' 0 3" 1'-6" 1-1/2" 1/4" = 1'-0" FOUNDATION PLAN • TOP OF CONCRETE SLAB ON GRADE ELEVATION = 100'-0" • TOP OF CONCRETE WALL OR PEDESTAL ELEVATION NOTED THUS: • TOP OF CONCRETE FOOTING ELEVATION = 97'-0" 6" 1' 0 3" 1'-6" 1-1/2" 1/4" = 1'-0" ROOF FRAMING PLAN ELEV FOOTING SCHEDULE MARK WIDTH LENGTH THICKNESS REINFORCING F3.0 3'-0" 3'-0" 1'-0" (4) #5 EACH WAY F5.0x3.0 3'-0" 5'-0" 1'-0" 2 MATS OF (4) #5 LONG, (6) #5 TRANS F32 6'-0" 1'-0" (4) #5 CONT F48 4'-0" 1'-0" 2 MATS OF (5) #5 LONG x (13) #5 TRANS • TOP OF GL BEAM ELEVATION NOTED: [ELEV] xx/xx/xx 4/08/2016 08/19/16