HomeMy WebLinkAboutB16-0149_S7_1478899604.pdf3/8" DIA WELDED
"D" RING AT
ROPE HANDRAIL
LOCATIONS
HSS VERT HANDRAIL
SUPPORT PER
SECTIONS
(4) 1/2" PLATES w/
THREADED INSERT FOR
ROPE BRIDGE HANDRAIL,
OPEN ON BOTTOM FACE
3"
ROPE BRIDGE
HANDRAIL PER
MANUFACTURER
1 1/2"
PER SECTION
WEST
SUPPORT
EAST
SUPPORT
HSS VERT HANDRAIL
SUPPORT PER
SECTIONS
ROPE BRIDGE
HANDRAIL PER
MANUFACTURER
PER SECTION
4 1/2"
CLEVIS PER
MANUFACTURER
30.00°
HSS TUBES PER
PLAN AND SECTIONS
SEE FOR
TYPICAL NET
SUPPORT DETAIL
8
S5
________8
S5
________HSS 2X2X1/4
HSS 2X2X1/4
TYP
HSS 2X2X1/4
2x DECKING PER
PLAN
3'-3 3/4"
SLOPE CUT TOP OF TUBE
AND PROVIDE 1/4" FITTED
END PL
6 3/4" 2'-9"
GRID GRID
9 3/4"
GROOVE II SLIDE
3'-4 1/2" 9 3/4"
5'-0"
4/S5
THROUGH BOLTS FROM SLIDE
TO STRUCTURE PER
MANUFACTURER
5'-0"
HSS BRIDGE
STRINGER PER
PLAN
SEE 5/S5 FOR
TYPICAL NET
SUPPORT DETAIL
HSS 4X4X1/4
HSS 2X2X1/4
TYP TOP AND
BOTTOM
2x6 DECKING PER
PLAN
BRIDGE HANDRAIL
ROPE BY OTHERS
SEE FOR
CONNECTION
DETAIL
HSS 5X5X1/4
HSS 5X5X1/4
6 3/4" 3'-3 1/4"
3'-10"
GRID GRID
HSS 4X4X1/4
5/S78"
3'-2" VERIFY IN FIELD
15" MINIUMUM
HSS PERIMETER TUBE ON
INTERMEDIATE STRUCTURE
SEE PLAN AND SECTIONS
L70 EACH SIDE OF EACH STRINGER
STAIR STRINGER PER PLAN AND SECTIONS
4X10 UNDER HSS TUBE w/
1/2"Ø ALL THREAD @ 24"
WELDED TO TUBE
HSS PERIMETER TUBE ON
INTERMEDIATE STRUCTURE SEE
PLAN AND SECTIONS
SIMPSON LBV HANGER
BRIDGE GIRDER PER PLAN
2x LEDGER SHOT INTO TUBE
2x DECKING PER PLAN
1/4"Ø x 1 5/8" ALL-THREAD
AT TOP, BOTTOM & MID-
HEIGHT w/ NUT & WASHER,
COUNTER BORED
SEE FOR
ATTACHEMENT OF
ROPE BRIDGE TO
SUPPORT
HSS TUBES PER
PLAN AND SECTIONS
SEE FOR
TYPICAL NET
SUPPORT DETAIL
NOTE:
PROVIDE SUPPLEMENTAL
NETTING BETWEEN MAIN
ROPES SUCH THAT NO GAP IS
GREATER THAN 3"X3"
4'-0"
6 3/4" 2'-9" 8 1/4"
HSS2x2x1/4
1'-8" 5 EQ SPA = 1'-8" 1'-8"
3 EQ SPA = 4'-0"
SEE PLAN
SEE PLAN
SLOPE CUT TOP OF TUBE
AND PROVIDE 1/4" FITTED
END PL
HSS2x2x1/4
80.49°
80.49°
CJP
7 1/8" 7 1/8"
GRID GRID
ROPE BRIDGE
5'-0"
4/S5
5/S7
3/16
HSS3X3X1/4
HSS3X3X1/4
HSS TUBES PER
PLAN AND
ELEVATION
HSS2X2X1/4
GUARDRAIL TYP
2x DECKING PER
PLAN
BRIDGE GIRDER PER PLAN 6 3/4" 3'-5 1/4"
4'-0" 6 3/4" 2'-9"
3'-3 3/4"
GRID GRID
ROCK BRIDGE
4'-0"
PLATFORM PERIMETER BEAM
PER PLATFORM PLAN
HSS 2X2X1/4 VERT SUPPORTS
@ 15" GAGE MAX
HSS 1 1/2X 1 1/2X1/4
HORIZONTAL SUPPORT
1 1/2" DIA SLEEVE
CONNECTION TO CLIMBER
PER MANUFACTURUER
2X DECKING PER PLAN
4'-10"
6"
RE: 11/S7 FOR GRAB BAR DETAIL
HSS COMPRESSION RING,
SEE PLAN
HSS 4X4X1/4 VERT SUPPORTS
2X DECKING PER PLAN
BATTERED COLUMN PER PLAN
3/8
TYP
HSS STRINGER, SEE
PLAN 3'-10"
SEE FOR
TYPICAL NET
SUPPORT DETAIL
4/S5
HANDRAIL PER
ARCH
BRIDGE HANDRAIL
ROPE BY OTHERS
SEE FOR
CONNECTION
DETAIL
5/S7
HSS GIRDER PER PLAN PROVIDE
THREADED INSERT FOR ATTACHMENT OF
BRIDGE DECKING
ROPE HANDRAIL w/
NETTING WITH MAX
OPENING OF 5"X5"
ROPE BRIDGE DECK
BY OTHERS w/
NETTING WITH MAX
OPENING OF 3"X3"
ROPE TOP RAIL
FIELD VERIFY
15" MIN
SHEET NUMBER
1309 ELKHORN DRIVE . VAIL . COLORADO. 81657
970.479.2158
# DATE DESCRIPTION
ISSUE DATE
REVISIONS
DRAWN: REVIEWED: 4/22/2016
2:14:33 PM
S7
BOOTH
CREEK
PARK
2900
MANNS
RANCH
ROAD
VAIL, CO 81657
CONSTRUCTION
DOCUMENTS
ADDENDUM - 3
4/22/2016
Author JPU
17831
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S7
SECTION - ROPE BRIDGE HANDRAIL ATTACHMENT 5
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S7
ELEVATION - GROOVE II SLIDE 2
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S7
ELEVATION - NET BRIDGE 4
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S7
SECTION - STAIR TO STRUCTURE ATTACHMENT
8
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S7
SECTION - RAMP TO STRUCTURE ATTACHMENT 9
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S7
ELEVATION - ROPE BRIDGE 1
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S7
ELEVATION - ROCK BRIDGE 3
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S7
SECTION - CLIMBER SUPPORT 7
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S7
SECTION - NET BRIDGE AT FORT
6
0 6" 1' 2' 3'
3/4"
1 1/2" = 1'-0"
S7
SECTION - NET BRIDGE
10
4/22/2016
08/19/16