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HomeMy WebLinkAboutB16-0149_S4_1478907816.pdf6 7 9 10 16 17 21 22 23 24 25 26 27 28 29 30 31 20 TYPI CAL 30.00° 8"Ø BATTERED LOG COLUMN (12 TOTAL) 13'-5" 4'-0" 19 32 33 35 CENTER LINE OF FOUNDATION ELEMENTS A A B B 1'-7 1/2" 2'-6" 2'-6" 1'-7 1/2" 15.00° 15.00° 15.00° 15.00° 7 1/2" 7 1/2" 1'-3" 1'-3" HSS5X5X1/4 TYPICAL 4 LOCATIONS HSS3x3x1/4 DIAGONAL BRACE 1'-6"1'-6" 3'-0" 1'-6" 1'-6" 3'-0" D D 10'-6" 7'-3" 1 S6 ________ 1 S5 ________8'-3" 1'-7 1/2" 4'-0" 1'-7 1/2" 7 1/2" 7 1/2" 13'-0" 4'-0" 2'-6" 2'-6" 8'-5 3/4" 1'-11 1/2" 15'-5 1/4" 4" 3'-4" 4" 100'-3" 8"Ø SONOTUBE w/ (3) #5 VERTS (4) TOTAL 100'-3" 100'-3" 100'-3" 1'-7 1/2" 2'-6" 2'-6" 1'-7 1/2" 8'-3" HSS3x3x1/4 DIAGONAL BRACE 7 1/2" 7 1/2" 7 1/2" 7 1/2" 1'-3" 1'-3" 1'-7 1/2" 4'-0" 1'-7 1/2" 7'-3" HSS5X5X1/4 TYPICAL 4 LOCATIONS HSS2X2X1/4 LADDER COLUMNS 2 LOCATIONS 12"ØX36" CONC PIER EMBED LADDER COLUMN 9" INTO PIER. CONTRACTOR LOCATE PIERS BASED ON FINAL LADDER LOCATION PROVIDE BOND BREAK BETWEEN FOUNDATION ELEMENTS EQU EQU 6 7 9 10 16 16 17 17 21 22 23 24 25 26 27 28 29 30 31 20 19 32 33 35 5 S5 ________ 2X6 DECKING 3 S5 ________ 6 S7 ________ A A B B D D 8"Ø BATTERED LOG COLUMN (12 TOTAL) HSS5X5X1/4 HSS4X4X1/4 HSS4X4X1/4 HSS4X4X1/4 HSS4X4X1/4 HSS4X4X1/4 B B B B HSS4X3X5/16 HSS4X3X5/16 HSS5X2X5/16 [SLOPES] 108'-0" T/O DECKING 107'-0" T/O DECKING HSS4X3X5/16 CURVED T/O STEEL BEAM ELEVATION = 106'-10 1/4" AT PLATFORM 2'-6" 2'-6" T/O STEEL BEAM ELEVATION = 107'-10 1/2" AT CIRCULAR PLATFORM 13'-5" 4'-0" HSS5X2X5/16 [SLOPES] EQU EQU FIELD VERIFY ROPE BRIDGE w/ 10% MINIMUM SAG WEB CLIMBER S-SLIDE CUSTOM RUNG LADDER CLIMBING POLE VINE CLIMBER 6 S5 ________ 10 S7 ________ 6'-0" EDGE OF DECK 2X6 DECKING HSS2x2 OUTRIGGER FRAME, SEE SECTION HSS2x2 OUTRIGGER FRAME, SEE SECTION 10 S5 ________ 10 S5 ________ 1 S6 ________ 5'-9 1/2" CL OF STEEL 13'-0" 4'-0" 34'-5" HSS3x3 OUTRIGGER FRAME, SEE SECTION T/O STEEL BEAM ELEVATION = 105'-10 1/4" AT PLATFORM (2) 2x8 [SLOPES] (2) 2x8 [SLOPES] (2) 2x8 [SLOPES] HSS4X4X1/4 HSS4X4X1/4 HSS4X4X1/4 HSS4X4X1/4 HSS4X4X1/4 HSS5X5X1/4 GROOVE II SLIDE (2) 2x8 STRINGER 8'-5 3/4" 1'-11 1/2" 15'-5 1/4" A34 W/ 1/2"Ø x 2" WEDGE ANCHOR AT EACH SONO TUBE SIMPSON HUSC28-2 EA END, TYP 2x6 DECKING HSS4X3X5/16 CURVED COMPRESSION RING (2) 2x8 STRINGER (2) 2x8 STRINGER (2) 2x8 (2) 2x8 (2) 2x8 (2) 2x8 10 S5 ________RS 2x4 1 S6 ________ OH 3 S7 ________ 2 S6 ________ 9 S7 ________ RS 2x4 RS 2x4 RS 2x4 1'-0" 1'-6" 1'-6" 1'-0" RS 2x4 RS 2x4 2X6 DECKING 3 EQUAL SPACES = 11'-7" 1 S7 ________1 S7 ________ 2 S7 ________ FINAL OUTRIGGER GEOMETRY, NET BRIDGE WIDTH, AND GUARDRAIL GEOMETRY TO BE DETERMINED ONCE FORT AND INTERMEDIATE STRUCTURES HAVE BEEN CONSTRUCTED (2) 2x8 8 S7 ________ NORTH NORTH SHEET NUMBER 1309 ELKHORN DRIVE . VAIL . COLORADO. 81657 970.479.2158 # DATE DESCRIPTION ISSUE DATE REVISIONS DRAWN: REVIEWED: 4/22/2016 2:14:28 PM S4 BOOTH CREEK PARK 2900 MANNS RANCH ROAD VAIL, CO 81657 CONSTRUCTION DOCUMENTS ADDENDUM - 3 4/22/2016 Author CMK 17831 1' 2' 0 4' 6' 3/8" 3/8" = 1'-0" FORT AND INT STRUCTURES FOUNDATION PLAN 1 Date 1 Description •BOTTOM OF CONCRETE FOUNDATION ELEVATION = 95'-0 •TOP OF CONCRETE FOUNDATION ELEVATION = 99'-0" 1' 2' 0 4' 6' 3/8" 3/8" = 1'-0" FORT AND INT STRUCTURES FRAMING PLAN DELETE 2X4 CENTER SPLICE 4/22/2016 08/03/16