HomeMy WebLinkAboutB16-0149_4S1-P_1478906664.pdf1
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A
A
B
B
C
C
D
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E
E
F
F
G
G
4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0"
1'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 1'-0"
101'-9"
101'-9"
101'-9"
99'-4" 99'-4" 99'-4" 99'-4"
100'-0"
HSS6X6X3/8 BATTERED
HSS6X6X3/8 HSS6X6X3/8
HSS6X6X3/8
HSS6X6X3/8
HSS6X6X3/8 HSS6X6X3/8
HSS6X6X3/8
26'-0"
3'-5"
1'-7" 1'-6"
1'-6"
18 x 18
18 x 18
18 x 18
18 x 18 18 x 18
18 x 18
24'-0"
24'-0"
F3.0 F3.0 F3.0 F3.0
F3.0
F32 F3.0
( 96'-6" ) ( 96'-6" ) ( 96'-6" ) ( 96'-6" )
( 96'-6" )
( 96'-6" ) ( 96'-6" )
1'-0" 18'-0" 1'-0"
20'-0"
4" 2'-0" 4" 2'-8" F32 ( 96'-6" )
100'-0" 4"
2'-0" 4" 2'-8"
1'-0" 10'-0" 1'-0"
12'-0"
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S1-P
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2
S1-P
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1
S1-P
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3
S1-P
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4
S1-P
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HSS6X6X3/8 BATTERED HSS6X6X3/8 BATTERED
HSS6X6X3/8 BATTERED
NORTH
A
A
B
B
C
C
D
D
E
E
F
F
G
G
6 3/4" x 16 1/2" GL
6 3/4" x 16 1/2" GL
[107'-6"]
[109'-6"]
[108'-5 1/4"]
12:12 12:12 2:12
2x 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
NORTH
TYPICAL ROOF SHEATHING:
5/8" NOMINAL APA 40/20 RATED SHEATHING FASTENED
WITH 8d GUN NAILS @ 6" EACH WAY DIRECTLY TO 2x
DECKING. FASTEN 2x DECKING TO GL BEAMS W/ (2) 8d
NAILS AT EACH BEAM. STAGGER PANEL JOINTS.
SEE PLAN
SEE PLAN
FOOTING, SEE PLAN
BATTER PITCH, SEE ARCH
(4) #5 DOWELS w/ 8" HOOK
#5 AT EACH CORNER
AND AT MID POINT
#3 CLOSED TIE @
18". ADD ONE AT
TOP @ 3"
PLATE 3/4 x 11 x 0'-11" w/ (4)
3/4" Ø x 8" HAS @ 8" GAGE
EACH WAY
HSS6x6x3/8, SEE PLAN
2x WOOD TRIM,
PER ARCH
3/16
SQUARE
1'-6"
CONC SLAB ON GRADE,
SEE PLAN
SEE PLAN
6" 2'-0" 6"
3'-0"
#4 DOWELS W/ 8" HOOK @ 12"
EACH FACE
FOOTING, SEE PLAN
SEE PLAN
#5 HORIZ @ 12" EACH FACE,
ADD (1) @ TOP
CONC SLAB ON GRADE,
SEE PLAN
WOOD STUD WALL,
SEE ARCH
#5 DOWELS W/ 10" HOOK
EACH CORNER AND AT MID
POINT (8) TOTAL
PILASTER, SEE PLAN
FOOTING, SEE PLAN
SEE PLAN
CONC SLAB ON GRADE,
SEE PLAN
#3 CLOSED TIE @
TOP, BOT, AND MID
HEIGHT. ADD ONE
AT TOP @ 6"
3/16
SEE PLAN
SEE PLAN
HSS5x5x3/8, SEE PLAN
PLATE 3/4 x12 x 1'-0" w/ (4) 3/4" Ø x
16" W/ 12" EMBED HEAVY HEX
HEAD ANCHORS @ 7" GAGE
1'-0"
1'-0"
SEE PLAN
SEE PLAN
FOOTING, SEE PLAN
BATTER PITCH, SEE ARCH
HSS6x6x3/8, SEE PLAN
2x WOOD TRIM,
PER ARCH
3/16
CONC SLAB ON GRADE,
SEE PLAN
SEE PLAN
#5 HORIZ @ 6" EACH FACE
#5 DOWELS W/ 10" HOOK @ 6"
EACH FACE
CONC WALL, SEE PLAN
(4) #5 @ TOP
2'-0"
4" 2'-0" 4"
2'-8"
EMBED PL 3/4 x 8 x 0'-8" W/ (4)
3/4" Ø x 8" HAS @ 5" GAGE
SHEET NUMBER
1309 ELKHORN DRIVE . VAIL . COLORADO. 81657
970.479.2158
# DATE DESCRIPTION
ISSUE DATE
REVISIONS
DRAWN: REVIEWED: 3/31/2016
2:08:32 PM
S1-P
REDEVELOPMENT
BOOTH
CREEK
PARK
2900
MANNS
RANCH
ROAD
VAIL,
COLORADO
PERMIT
03/25/16
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 ELEVATION NOTED THUS:
• TOP OF CONCRETE FOOTING ELEVATION = 96'-0"
6" 1' 0 3"
1'-6"
1-1/2"
1/4" = 1'-0"
ROOF FRAMING - WOOD GIRDER OPTION
XXX'-X"
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S1-P
SECTION 1
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S1-P
SECTION 2
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S1-P
SECTION 3
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S1-P
SECTION 4
FOOTING SCHEDULE
MARK WIDTH LENGTH THICKNESS REINFORCING
F2.0 2'-0" 2'-0" 8" (3) #5 EACH WAY
F3.0 3'-0" 3'-0" 8" (4) #5 EACH WAY
F32 2'-8" 8" (4) #5 CONT
xx/xx/xx3/25/2016
05/23/16