HomeMy WebLinkAboutS2 - MAIN LEVEL FRAMING PLAN.pdfWP
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GFI +42
220
WP
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220
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3
3
3
33
4
3
D
4
3D 220
3
D
D
GFI +42
GFI +42
GFI +42
D
GFI +42 3
3
4
P RF1
RF2
RF3
1
1 3
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5
6
6
A
B
C
D
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G
I
2
STAIRS BY
CONTRACTOR
STAIRS BY
CONTRACTOR
8145' - 4"
8144' - 6 1/2"
8145' - 4"
8142' - 6 1/2"
18" OPEN WEB JOIST 24"
A
11
S7
(2) 18" LVL (2) 18" LVL
6
S7
7
S7 (2) 18" LVL
(2) 18" LVL
(2) 18" LVL (3) 18" LVL
1
S5
2
S5
7
S5
1
S5
1
S5
1
S5
H
2.8
E2
E.1 6 1/4"
A
A.1
1.1
1.2
1
S6
BEAM POCKET,
SEE S1
BEAM POCKET,
SEE S1
A
W12X30
HSS5X5X1/4
[ 8150' - 11 3/4" ]
HSS5X5X1/4
[8150'-11 3/4"]
8145'-6 1/2"
8145'-6 1/2"
E.4
E.4
HSS4X4X1/4
HSS4X4X1/4
W12X30 UNIT A
UNIT B
A
A
A
A
A
A
A
A A
A
W12X30
HSS4X4X1/4
W12X30HSS4X4X1/4
(2) 18" LVL
A
A
A
A
A
A
A
18" OPEN WEB JOIST 24"
18" OPEN WEB JOIST 24"
18" OPEN WEB JOIST 24"
8145' - 4"
15
S7
4x4 STUB
4x4 STUB
8145' - 4"
BEAM POCKET,
SEE S1
BEAM POCKET,
SEE S1
BEAM POCKET,
SEE S1
BEAM POCKET,
SEE S1
[8144'-0 7/8"]
[8144'-10 3/8"] [8144'-10 3/8"] [8144'-10 3/8"]
8145'-6 1/2"
T/O SUBFLOOR AT
OVERFRAME
8145'-6 1/2"
T/O SUBFLOOR AT
OVERFRAME
8145'-6 1/2"
T/O SUBFLOOR AT
OVERFRAME
8145'-6 1/2"
T/O SUBFLOOR AT
OVERFRAME
8
S10
INSTALL FLOOR TRUSS
TIGHT TO FOUNDATION WALL
8
S6
9
S6
11
S6
3
S7
3
S7
6
S10
7
S10
10
S9
(2) 18" LVL @ 24"
HWI418 w/ 0.148"Øx3" NAILS
INTO NAILER PLATE, TYP
HU416, TYP
HU416, TYP
HWI418 w/ 0.148"Øx3" NAILS
INTO NAILER PLATE, TYP
HU416, TYP
HWI418 w/ 0.148"Øx3" NAILS
INTO NAILER PLATE, TYP
HWI418 w/ 0.148"Øx3" NAILS
INTO NAILER PLATE, TYP
HWI418 w/ 0.148"Øx3" NAILS
INTO NAILER PLATE, TYP
2' - 1 1/8"
20' - 0 1/8"
1' - 11 1/4"
W12X30
HD9
HD9
HD8
HD8
HD8 HD8
HD6
HD5
HD5
HD5
HD6
HD6
HD6
HD7
3 5/8".
3 5/8".
10
S5
7
S6
7
S6
A
3
S5
SIM
4
S5
6
S5
6
S5
4
S5
2'-5".
9
S5
6
S9
1
S9
S9
17
1
S9
SIM
8145'-6 1/2"
T/O SUBFLOOR AT
OVERFRAME
1
S5
10
S5
14
S7
S9
16
S9
19
S9
18
S9
19
S9
19
S9
15
S9
15
SIM
1
SX2
1
SX2 2
SX2
1
SX2
1
SX2
3
S12
3.1 W8X10
PT 2x8 SYP No. 1 @ 16"
LB28, TYP
PT 2x8 SYP No. 1 w/ 1/2"Ø WEDGE-ALL
BETWEEN EACH JOIST, CENTERED IN
LEDGER INTO FOUNDATION WALL
9
S15
A
A
A
A
TYPICAL FLOOR SHEATHING:
3/4" NOMINAL STURD-I-FLOOR, APA RATED 24" OC 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
TYPICAL EXTERIOR WALL FRAMING:
2x8 HEM-FIR No. 2 OR BETTER STUDS @ 16" SHEATHED
WITH 7/8" CDX PLYWOOD OR OSB, 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. TYPICAL HEADER TO BE (3) 2x10 HF
No. 2
INDICATES FLOOR OVERFRAMING ON PRIMARY FLOOR
SHEATHING.
TYPICAL GARAGE SLAB SLAB CONSTRUCTION:
3" CONCRETE TOPPING SLAB REINFORCED w/ 3x3-W2xW2
WWF SHEETS AT MID-DEPTH ON NORMAL WEIGHT
CONCRETE SLAB REINFORED w/ #5 @ 12" EACH WAY ON 3"
CHAIRS FROM BOTTOM OF FLUTE ON 1" x 20 GA NON
COMPOSITE GALVANIED STEEL DECK (VULCRAFT TYPE
1.0C20) w/ 5/8" PUDDLE WELDS @ 12" (36/4) & FASTEN
SIDELAPS w/ # 10 SDST SCREWS @ 16". INSTALL DECK
OVER THREE OR MORE SPANS.
ISSUE RECORD
1650 Fallridge Road, Suite C-1
Vail, Colorado 81657
f.(970) 476-4901 p.(970)476-6342
S2
MAIN LEVEL
FRAMING PLAN
MERIBEL CORPORATION
17040
182 West Meadow Drive
Vail, CO 81657
0 2' 4' 8' 12'
3/16"
3/16" = 1'-0"
MAIN LEVEL FRAMING PLAN
05/05/15
1/13/15
CONSTRUCTION
ASI #4 5/15/15
06/26/15