HomeMy WebLinkAboutB16-0149_5S1-R_1478907804.pdfTYPICAL INTERIOR SLAB-ON-GRADE:
4" FIBER REINFORCED CONCRETE SLAB ON SUB-GRADE PER
SOILS REPORT. PROVIDE 1/8" x 1" TOOLED CONTROL JOINTS
AT 10'-0" EA WAY. ADD 3-#4x4'-0" DIAGONAL BARS AT MID-
DEPTH OF SLAB AT ALL RE-ENTRY CORNERS.
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B
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B.1
C.1
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3.1
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D
14'-0"
F2.5 F2.5
F2.5
F2.5
4'-8" 9'-4"
14'-0" 11'-10" 4'-6"
16'-4" 6'-0"
16'-4"
4'-6"11'-10"
11'-0"
6'-4"
4'-8"
11'-0"
F16
F16
F16
F16
F16
F16
F16
F16
F16
F16
F16
3
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________2'-11 1/2" 3'-0" 1'-5" 3'-0" 1'-5 1/2"
10 1/2"
2'-10" 9 1/2"
4'-6"
F2.5
F2.5
8" FND WALL, TYP
12.00°
10 1/2"2'-10"9 1/2"
6'-0" 8'-0" 8'-0" 8'-0"
2 3/4"
6'-1 1/4"
9'-1 1/4" 2 3/4"
11'-10" 4'-3 3/8" 2 3/4"
2 3/4"4'-3 1/4"
1'-4" TYP
8" 8" 8"
8" 1'-4" TYP
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NORTH
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B.1
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4
D
5 1/8" x 7 1/2" GL [108'-1 1/2]
(2) 9 1/4" LVL [108'-10 3/4"]
(3) 9 1/4" LVL [108'-10 3/4]
(3) 11 7/8" LVL [109'-1 1/2]
(3) 11 7/8" LVL [109'-1 1/2]
(3) 11 7/8" LVL [109'-1 1/2]
(3) 11 7/8" LVL [109' 1 1/12]
9 1/4" LVL @ 24"
9 1/4" LVL @ 24"
HU7, SKEWED
(3) 2x6
(4) 2x6 STUB
(4) 2x6
HU7, TYP
(4) 2x6
HU7, TYP
(3) 2x8
(3) 2x8
(3) 2x8
(3) 2x8
(3) 2x8
(3) 2x8
(3) 2x8
1T
1K
1T
1K
1T
1K
1T
1K
1T
1K
1T
1K
1T
1K
1T
1K
1T
1K
1T
1K
1T
1K
1T
1K
1T
1K
1T
1K
(3) 2x12 2T
2K
2T
2K
(4) 2x6
OPEN TO BELOW
OPEN TO BELOW
HUCQ612
HUCQ612
(4) 2x6
LS90
9 1/4" LEDGER w/ (4)
0.131"Øx3" NAILS AT
EACH STUD, TYPICAL
8x8
8x8
8x8
8x8
6x6
6x6
LS90
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HGUS5.50/10
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NORTH TYPICAL EXTERIOR WALL FRAMING:
2x6 HEM-FIR No. 2 OR BETTER STUDS @ 16" SHEATHED WITH 7/16" CDX
PLYWOOD, APA 24/16 EXTERIOR FACE; NAIL WALL SHEATHING WITH 8d
GUN NAILS (0.113"Ø x 2 3/8") @ 6" AT PANEL EDGES AND @ 12" IN FIELD OF
PANEL; BLOCK AND NAIL ALL EDGES BETWEEN STUDS. DOUBLE TOP
PLATE.
TYPICAL ROOF SHEATHING:
3/4" NOMINAL, APA RATED 48/24 TONGUE & GROOVE
SHEATHING GLUED AND NAILED WITH 8d GUN NAILS @ 6"
ALONG PANEL EDGES AND @ 12" ALONG INTERMEDIATE
FRAMING MEMBERS. LAY PANELS PERPENDICULAR TO
FRAMING MEMBERS AND STAGGER PANEL JOINTS
#4 DOWELS w/ 8" HOOK
AT EACH CORNER AND
MIDFACE (8 TOTAL)
CONCRETE
PEDESTAL, SEE PLAN
FOOTING, SEE PLAN
SEE PLAN
#3 CLOSED TIES @ 12",
ADD ONE AT TOP @ 3"
3/16
TOP & BOT
BASE PLATE 3/4x12x1'-0" w/ (4)
3/4"Øx12" HEAVY HEX HEAD w/
LEVELING NUTS @ 6" GAGE.
PROVIDE 1"Ø HOLE CENTERED IN
BASE PLATE
CONC SLAB ON GRADE,
SEE CIVIL
KNIFE PLATE 3/8x4x0'-9" w/ (2)
3/4"Ø ALL-THREAD w/ NUT &
WASHER AT EACH END
TIMBER COLUMN, SEE PLAN
2"
3" 4" 9"
1 3/4"
EQU SEE PLAN EQU SEE PLAN
2" CLR
3" CLR
SEE PLAN
SEE PLAN
CL OF COL = CL PEDESTAL
EXTERIOR STUD
WALL, SEE PLAN
4" CONCRETE SLAB
ON GRADE, SEE PLAN
GRID
5 1/2"
2 1/2"
(2) #5 HORIZ AT TOP
#4 DOWEL w/ 8"
HOOK @ 18"
#4 HORIZ @ 18",
CENTERED IN WALL
FOOTING, SEE PLAN
PT 2x SILL PLATE w/
5/8"Øx10" ANCHOR BOLT
@ 48"
SEE PLAN
SEE PLAN
UNDER SLAB
INSULATION, SEE ARCH
8" CONC WALL,
SEE PLAN
SEE PLAN 6"
8" MIN
SEE PLAN SEE PLAN 3" CLR
4" CONCRETE SLAB
ON GRADE, SEE PLAN
GRID
(2) #5 HORIZ AT TOP
#4 DOWEL w/ 8"
HOOK @ 18"
#4 HORIZ @ 18",
CENTERED IN WALL
FOOTING, SEE PLAN
SEE PLAN
UNDER SLAB
INSULATION, SEE ARCH
8" CONC WALL,
SEE PLAN
SEE PLAN
SEE PLAN SEE PLAN
3" CLR
8" SEE PLAN
EXTERIOR CONCRETE
SLAB ON GRADE, SEE
CIVIL
RIGID INSULATION,
SEE ARCH
GRID
3" 4" 2 1/2"
3" 2"
1'-4"
KNIFE PLATE 3/8x4x1'-3" w/ (3)
3/4"Ø ALL-THREAD w/ NUT &
WASHER AT EACH END
1'-5"
TIMBER COLUMN, SEE PLAN
3/4" PLYWOOD SHEATHING
ON 9 1/4" LVL RAFTERS, SEE
PLAN
9 1/4" LVL BLOCKING
DROPPED GL BEAM, SEE
PLAN
HGA10KT
SHEET NUMBER
1309 ELKHORN DRIVE . VAIL . COLORADO. 81657
970.479.2158
# DATE DESCRIPTION
ISSUE DATE
REVISIONS
DRAWN: REVIEWED: 4/8/2016
9:52:27 AM
S1-R
REDEVELOPMENT
BOOTH
CREEK
PARK
2900
MANNS
RANCH
ROAD
VAIL,
COLORADO
100% CD
04/08/16
Author Checker
JVA PROJECT #17831
0 2' 4' 8' 16'
1/8"
1/4" = 1'-0"
FOUNDATION PLAN
• TOP OF CONCRETE SLAB ON GRADE ELEVATION = 100'-0"
• TOP OF CONCRETE PEDESTAL ELEVATION = 100'-0"
• TOP OF CONCRETE FOUNDATION WALL ELEVATION = 100'-0"
• TOP OF CONCRETE FOUNDATION WALL ELEVATION AT DOOR = 99'-4"
• TOP OF SLAB LEDGE ELEVATION = 99'-6"
• TOP OF CONCRETE FOOTING ELEVATION = 96'-2"
1' 2' 4' 0
8'
1/4"
1/4" = 1'-0"
LOW ROOF FRAMING PLAN
FOOTING SCHEDULE
MARK WIDTH LENGTH THICKNESS REINFORCING
F2.5 2'-6" 2'-6" 1'-0" (3) #5 EACH WAY
F16 1'-4" 1'-0" (2) #5 CONT
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S1-R
SECTION 3
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S1-R
SECTION 1
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S1-R
SECTION 2
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S1-R
SECTION 4
• TOP OF BEAM ELEVATION NOTED: [ELEV]
xx/xx/xx
4/08/2016
08/03/16