HomeMy WebLinkAboutB16-0149_S5_1478899599.pdfGRID
2 1/2" CLR
100'-0"
99'-0"
95'-0"
BATTERED LOG COLUMN,
SEE PLAN
KNIFE PL 3/8x4x1'-0 w/ (2)
3/4"Ø ALL-THREAD @ 6"
GAGE w/ COUNTERSUNK
NUT & WASHER AT EACH
END
CAP PL 3/4x8"Ø
BASE PL 3/4x12x1'-0 w/ (4)
3/4"Øx12" ANCHOR BOLTS
@ 9" GAGE w/ 8"
EMBEDMENT & HEAVY
HEX WASHER
3/16
SUFACING PER
LANDSCAPE ARCH
(2) #3 TIES AT TOP @ 3" &
AT MID HEIGHT & BOTTOM
(4) #5 VERT AT EACH FACE, (1)
AT EACH CORNER (20 TOTAL)
27.00°
3/16
CURVED HSS, SEE PLAN
3/8" KNIFE PLATE w/ (2)
3/4"Ø ALL-THREAD w/
COUNTERSUNK NUT &
WASHER AT EACH END
BATTERED LOG
COLUMN PER PLAN
2X6 DECKING PER PLAN
3/16
TYP
3/16
TYP
3/16
TYP
4
"
8"
1 1 /2"
9"
1 1 /2 "
SEE PLAN
1 '-0"
CL OF CURVED TUBE 2'-10 1/2"
3 1/2"
1 1/2" 4" 27.00°
3/16
1 1/4" STEEL TUBE HANDRAIL TYP
PER ARCH
3/8"X4"X6" PLATE w/ 1/2"X4" LAG SCREWS
KNOTCH BATTERED LOG COLUMN
TYP TOP AND BOTTOM
9 3/4"
3'-2"
EDGE OF DECK -
RADIUS, SEE PLAN
CL OF CURVED TUBE -
RADIUS SEE PLAN
CURVED HSS, SEE PLAN
BATTERED LOG COLUMN BEYOND
HSS2X2X1/4
OUTRIGGER BEAMS
TYPICAL
HSS2X2X1/4 NEWEL POST
ATTACHMENT LOCATIONS TO SLIDE
PER MANUFACTURER
2X DECKING PER PLAN
3/16
TYP
3/16
TYP
3/16
TYP
1/4" FITTED CAP PL
GRAB BAR
SLEEVE, SEE
9
S5
________
3X3X3/4"
PLATES
FOR SLIDE
SUPPORT
1 1/4" TUBE GUARDRAIL TOP AND BOTTOM
2'-9"
6 3/4" SEE
FOR NETTING SUPPORT AT RAILS
4/S5
SLIDE
8/S5
CURVED HSS, SEE PLAN
HSS 2X2X1/4 VERT SUPPORTS
@ 15" GAGE MAX
HSS HSS 2X2X1/4
HORIZONTAL SUPPORT
2X DECKING, PER PLAN
BATTERED LOG COLUMN BEYOND
HSS 2X2X1/4
OUTRIGGER BEAMS,
SEE FOR
ATTACHMENT
1'-0"
5/S5
MIN
11 1/2"
HSS 2X2X1/4
VERTICAL LADDER
RAILS
1/2"Ø PIPE RUNGS
MAX
9 1/2"
1/4" CAP PL TYP ALL
EXPOSED ENDS OF
HSS TUBES
6 3/4" 2'-9"
GRAB BAR PER
1 1/4" TUBE GUARDRAIL TOP
AND BOTTOM
7/S5
SEE
FOR NETTING SUPPORT AT RAILS
4/S5
3/8" WELDED "D" RING @ 8"
ROPE LADDER
PER MANUFACTURER
HSS COMPRESSION RING
PER PLAN
2x DECKING PER PLAN
5/8" DIA ROD
THREADED AT EA END
1 1/2"Ø OD GRAB BAR
CENTERLINE OF GRAB BAR =
CENTERLINE OF HSS POST
3/16
TYP
4"
2'-9"
BOTTOM GUARDRAIL
6 3/4" SEE
FOR NETTING SUPPORT AT RAILS
4/S5
HSS 3X3X1/4 OUTRIGGER
BEAMS TYPICAL
HSS POST
PER PLAN AND
SECTIONS
1 1/2"Ø OD GRAB BAR
CENTERLINE OF GRAB
BAR = CENTERLINE OF
HSS POST
3/16
TYP BOTTOM OF GUARDRAIL
4"
2'-9"
6 3/4" 2X DECKING PER PLAN
COMPRESSION RING PER
PLAN
HSS NEWEL POST PER ELEVATION
HSS TOP RAIL PER ELEVATION
1"ØX6" STD PIPE FOR SLIDE
SUPPORT PROVIDE CARRIAGE BOLT
AT CENTER OF PIPE FOR
ATTACHMENT TO SLIDE
3/16
3/16
3/16
3/16
3'-4"
3"
3/4" PLATES
TYP 3/4" PLATES
TYP
HSS BEAM PER
PLAN AND SECTION
3"
3"
CUT RADIUS AS NEEDED
FOR SLIDES AND CRAWL
TUBES
SEE PLAN
STEEL BEAM, SEE PLAN
2x6 DECKING,
SEE PLAN
RS 2x4 RIM JOIST
L4X4X1/4 x CONT
(2) #12 WOOD SCREWS
PER BOARD
RS 2x4, SEE PLAN
SEE PLAN
3/16 2-12
3/16 2-12
HSS POST OR RAIL
SECTION
CORNER CONDITION
PROTECTIVE NETTING
BY OTHERS
1/2" DIA CONT ROUND STEEL
FOR NETTING SUPPORT
1/2" DIA ROUND SUPPORT @ 18"
1/2" DIA CONT ROUND STEEL
FOR NETTING SUPPORT
1/2" DIA ROUND SUPPORT @ 18"
3/4"
1/2"
3/4"
SHEET NUMBER
1309 ELKHORN DRIVE . VAIL . COLORADO. 81657
970.479.2158
# DATE DESCRIPTION
ISSUE DATE
REVISIONS
DRAWN: REVIEWED: 4/22/2016
2:14:30 PM
S5
BOOTH
CREEK
PARK
2900
MANNS
RANCH
ROAD
VAIL, CO 81657
CONSTRUCTION
DOCUMENTS
ADDENDUM - 3
4/22/2016
Author Checker
17831
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S5
SECTION - TYPICAL FORT FOUNDATION 1
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S5
SECTION - FORT DECK AT COLUMN 2
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S5
SECTION - L-SLIDE ATTACHMENT 5
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S5
SECTION - FORT CUSTOM LADDER 3
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S5
SECTION - ROPE LADDER ATTACHMENT 6
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S5
SECTION - GRAB BAR 7
0 6" 1' 2' 3'
3/4"
1 1/2" = 1'-0"
S5
SECTION - L-SLIDE GRAB BAR
8
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S5
SECTION - L-SLIDE SHELF 9
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S5
SECTION - TYPICAL 2x DECKING AT STEEL BEAM
10
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S5
SECTION - RAIL NET SUPPORT
4
4/22/2016
08/19/16