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S8
________
HSS8x4x4x1/4
HSS8x4x4x1/4
HSS6x6x3/8, TYP
@ 6 LOCATIONS 9"2'-0"9"
9"1'-2"9"9"2'-0"9"
9"1'-2"9"9"2'-0"9"
9"1'-2"9"
10'-6"
10'-6"
A
B
C
1
3'-6" LONG x 2'-8" WIDE x 1'-0" THICK FOOTING
REINFORCED W/ (2) MATS, TOP AND BOTTOM, OF
(5) #5 LONGITUDIANL AND (4) #5 TRANSVERSE,
TYPICAL AT 3 LOCATIONS
FOOTING, SEE PLAN
(6) #5 DOWELS W/ 10" HOOK
(5) #5 EACH WAY TOP AND BOTTOM, TYP
PILASTER,
SEE PLAN
(8) 3/4" Ø x 8" EPOXY
ANCHORS
BASE PLATE 5/8 x 12 x 1'-10"
1'-0"
1 1/4"
4 3/4"
10" 4 3/4" 1 1/4". 1'-10"
3/16
COLUMN, SEE PLAN
12" SURFACING PER ARCH
HSS 4x8x1/4
A
TYP
CUT ALL ENDS AT A 45 DEGREE
ANGLE
D
D C B C
B
HSS6x6x3/8
A HSS6x6x3/8
HSS6x6x3/8
HSS6x6x3/8
HSS6x6x3/8
HSS6x6x3/8
HSS6x6x3/8
HSS6x6x3/8
HSS6x6x3/8
HSS 4x8x1/4
HSS 4x8x1/4
HSS 4x8x1/4
HSS 4x8x1/4
HSS 4x8x1/4
1'-0" 3'-0" 9'-2"
1/4" FITTED END
PLATE, TYP
SWING AND ATTACHMENTS BY OTHERS
1/4" FITTED CAP PLATE, TYP
1
C B A 1 1
4" TYP
10'-8"
3'-0" 1'-0" 3/16
TYP
11'-0" 11'-0"
22'-0"
1'-6"
2'-3"
GRID
1
#5 DOWELS W/ 10" HOOK EACH
CORNER AND AT MID POINT
#5 DOWELS W/ 10" HOOK EACH
CORNER AND AT MID POINT
4'-0"
3'-0"
1 1/4" 9 1/2" 1 1/4"
#3 TIES AT TOP @ 3" AND AT MID HEIGHT
#3 TIES AT TOP @ 3" AND AT MID HEIGHT
3/16
COLUMN, SEE PLAN
B
WEARING
SURFACE
1'-0"
1'-3"
9"x1-0"x6'-0" TIMBER BEAM
HSS 3X3X1/4
COLUMN,
TYP
3/16
COLUMN, SEE
SECTION
A
SONOTUBE,
SEE SECTION
B
A
18" SONOTUBE w/ (4) #5 VERTS
#4 CLOSED TIE @ 12", ADD
ONE AT TOP 3"
1/2X9X0'-9" BASE PLATE w/
(4) 3/4" DIA ANCHOR
BOLTS 6" EMBED
1 1/2"
1 1/2"
1 1/2" 6" 1 1/2" 6" 1/2X9X0'-9" BASE PLATE
w/ (4) 1/2"Ø X 4" LAG
SCREWS
TIMBER BEAM
SEE SECTION
6'-0"
B
A
1'-3" 3'-6" 1'-0"
1'-0" 4'-0" SHEET NUMBER
1309 ELKHORN DRIVE . VAIL . COLORADO. 81657
970.479.2158
# DATE DESCRIPTION
ISSUE DATE
REVISIONS
DRAWN: REVIEWED: 4/22/2016
2:14:35 PM
S8
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"
1/4" = 1'-0" S8
SWINGSET FOUNDATION AND FRAMING PLAN 1
6" 1' 2' 0 4'
1/2"
1/2" = 1'-0"
S8
SWINGSET ELEVATION 2
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S8
ELEVATION - STATIONARY BALANCE BEAM
3
4/22/2016
08/03/16