HomeMy WebLinkAboutBansai_Bowls_Newport-S21" Air Gap
4 x Post
W/ Simp. ABU
12
"
12" SQ.
3/8" (9.5MM)116d
20d AT 32" (813MM) O.C. AT TOP & BOTTOM & STAGGERED
2-20d AT ENDS AND AT EACH SPLICE
2-16d AT EACH BEARING
16d AT 16" (406MM) O.C.
4-8d, TOENAIL OR 2-16d, END NAIL
16d AT 24" (610MM) O.C.
16d AT 16" (406MM) O.C.
8d AT 6" (152MM) O.C.
16d AT 16" (406MM) O.C. ALONG EACH EDGE
16d PER 16" (406MM)
16d AT 24" (610MM) O.C.
13.TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL
RAFTER TO PLATE, TOENAIL
BUILT-UP CORNER STUDS
PANEL SIDING (TO FRAMING):
FIBERBOARD SHEATHING:
WOOD STRUCTURAL PANELS AND PARTICLEBOARD:
SUBFLOOR AND WALL SHEATHING (TO FRAMING):
COMBINATION SUBFLOOR-UNDERLAYMENT (TO FRAMING):
CONTINUOUS HEADER TO STUD, TOENAIL
CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL
CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL
1" (25MM) BRACE TO EACH STUD AND PLATE, FACE NAIL
WIDER THAN 1"x8" (25MMx203MM) SHEATHING TO EACH BEARING, FACE NAIL
1"x8" (25MMx203MM) SHEATHING OR LESS TO EACH BEARING, FACE NAIL
BUILT-UP GIRDER AND BEAMS
CEILING JOISTS TO PLATE, TOENAIL
CONTINUOUS HEADER, TWO PIECES
7/8"-1" (22MM-25MM)
28.
1/2" (12.7MM)
1/4" (6.4MM)
INTERIOR PANELING
25/32" (20MM)
29.7
5/8" (16MM)
7/8"-1" (22MM-25MM)
3/4" (19MM) AND LESS
1/2" (12.7MM) OR LESS
11/8"-11/4" (29MM-32MM)
27.
22.
2" (51MM) PLANKS
1/2" (12.7MM) AND LESS
19/32"-3/4" (15MM-19MM)
26.
25.
23.
24.
20.
21.
18.
19.
16.
17.
15.
14.
7
2
2
DOUBLE STUDS, FACE NAIL
BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL
SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL
SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WALL PANELS
1"x6" (25MMx152MM) SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL
WIDER THAN 1"x6" (25MMx152MM) SUBFLOOR TO EACH JOIST, FACE NAIL
2" (51MMx152MM) SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL
BRIDGING TO JOIST, TOENAIL EACH END
DOUBLED TOP PLATES, FACE NAIL
JOIST TO SILL OR GIRDER, TOENAIL
TOP PLATE TO STUD, END NAIL
DOUBLE TOP PLATES, LAP SPLICE
RIM JOIST TO TOP PLATE, TOENAIL
6.
STUD TO SOLE PLATE
12.
10.
11.
9.
8.
7.
CONNECTION
2.
4.
5.
3.
1.
NAILING 1
2-16d
8d
NO. 16 GA.
NO. 16 GA.
8d
4d
NO. 11 GA.
6dNO. 11 GA
10
4 9
9
8
48
8d
6d
10d OR 8d
8d
6d
10d OR 8d
4
4
6
6
5
5
5
5
3-8d
8d OR 6d
6d
4
3
3
5
3-8d
4-8d
3-16d
3-16d
3-8d
2-8d
2-8d
3-8d
8-16d
2-16d
3-8d
2-8d
2-8d
3-8d
2-16d
11/8"-11/4" (29MM-32MM)
1. COMMON OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISE STATED.
2. NAILS SPACED AT 6 INCHES ON CENTER AT EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS EXCEPT 6 INCHES AT ALL SUPPORTS
WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OR WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND
SHEAR WALLS, REFER TO SECTION 2308.9.3. NAILS FOR WALL SHEATHING MAY BE COMMON, BOX OR CASING.
3. COMMON OR DEFORMED SHANK
4. COMMON
5. DEFORMED SHANK
6. CORROSION-RESISTANT SIDING OR CASING NAILS CONFORMING TO THE REQUIREMENTS OF CBC SECTION 2304.9
7. FASTENERS SPACED 3 INCHES ON CENTER AT EXTERIOR EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE SUPPORTS
8. CORROSION-RESISTANT ROOFING NAILS WITH 716" CROWN AND 112" LENGTH FOR 12" SHEATHING AND 134" LENGTH FOR 2532"
SHEATHING CONFORMING TO THE REQUIREMENTS OF SECTION 2304.9.
9. CORROSION-RESISTANT STAPLES WITH NOMINAL 716" CROWN AND 118" LENGTH FOR 12" SHEATHING AND 112" LENGTH FOR 2532"
SHEATHING CONFORMING TO THE REQUIREMENTS OF CBC SECTION 2304.9
10. PANEL SUPPORTS AT 16 INCHES (20 INCHES IF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE
MARKED). CASING OR FINISH NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS.
11. PANEL SUPPORTS AT 24 INCHES. CASING OR FINISH NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES AT INTERMEDIATE
SUPPORTS.
(N)2x4 Cripple
@ 16" o/c
(N)2- 2x4 Top Plate
Provide 2x Blk'g
@ New wall(N) Simp. A35 @ 32" o/c
(Blocking to Top Plate)
Shot Pins
:3RZHU'ULYHQ
2x Cont. P.T.D.F.
@ 32" o.c. (ICC ESR-2811)
(N)2x4 D.F. Stud
@ 16" o/c 1
(N) 5
8" Type 'X'
Drywall on Both sides
16d @ 12" O.C.
5/8 Drywall
(Interior)
Cripple (jack) studs
Stud 2" x 4"
@ 16" o.c.
Blocking
6'-8"
Opening
Door
Blocking
12d @12" o.c.Top foot
Trimmers
Header 4" x 6" min
Cieling joist
E SLAB CONCRETE 4" THK.
# 2 - 2" x 4" Top plate
top lap at corners
SIMPSON A35 FRAMING
ANCHOR @ EACH SIDE
E SLAB CONCRETE 4" THK.
45
(N) 2X4 SILL PLATE W/
(N) 5/8" GYNSUM BOARD
BOTH SIDE
(N) D.F #2 2X4 STUDS @16" O.C
(N) 2X4 BLOCKING
(E) 2X4 BLOCKING
T-BAR CEILING
(N) 2X4 BRACING EVERY OTHER
STUD SECURED TO ROOF FRAMING
ABOVE W/SIMPSON THRU CRIP
(N) 2-2X4 TOP PLATE
(TYP) WALL / DOOR DETAIL
TYP CEILING / WALL CONN.
8'
-
6
"
P
R
O
P
O
S
E
D
Shot Pins
:3RZHU'ULYHQ
2x Cont. P.T.D.F.
METHOD OF ATTACHING TOP AND BOTTOM PLATES TO STRUCTURE.
NOTE:TOP OF PARTITION MUST BE SECURED TO ROOF OR FLOOR
FRAMING,UNLESS SUSPENDED CEILING HAS BEEN DESGNED FOR
LATERAL LOAD OF PARTITION SEE UBC STANDARD 25-2
T-GRID
ACUSTIC TILE
2'x4' CEILING PANELS
HANGER WIRE
15/16" T-GRID
ACUSTIC TILE WALL ANGLE
DRYWALL
WOOD
STUD
HANGER WIRE
15/16" T-GRID
ACOUSTIC TILE WALL ANGLE
CONECTION CEILING TILE
@ 32" o.c. (ICC ESR-2811)
STAGGER
Shot Pins
:3RZHU'ULYHQ
2x Cont. P.T.D.F.
@ 32" o.c. (ICC ESR-2811)Shot Pins
:3RZHU'ULYHQ
2x Cont. P.T.D.F.
@ 32" o.c. (ICC ESR-2811)
DRAWN
PERMIT NUMBER DATE
SCALE
SHEET TITLE
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CAG NOTED
7/11/14
Details & Nailing
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