HomeMy WebLinkAbout(08) S3-5011 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9
N
2xSTUD
(4) But TOENAIL OR
(2) 16d END NAIL
SOLE PLATE
DETAIL A
TYPICAL FASTENING OF
STUD TO SOLE PLATE
i 6d @ 16" O.C.
EACH EDGE
�1
L 16d @ 12" O.C.
EACH EDGE
EACH FACE
DETAIL F
TYPICAL FASTENING OF BUILT-UP BEAMS
SOLID LUMBER
DOUBLE 2x STUD
led @ 24" O.C.
FACE NAIL
DETAIL B
TYPICAL FASTENING OF
DOUBLE STUDS
KING
C.
2x BLOCKING
@ 24" O.C.
24'O.C.
DETAIL J
TYPICAL FASTENING OF BUILT-UP CORNER STUDS
(10) 16d NAILS 4'- 0"
(10)16d NAILS
DETAIL M
TYPICAL FASTENING OF LAP SPLICE
FOR 2x TOP PLATES
FLOOR TRUSS
CONTINUOUS BRIDGING
COORDINATE LOCATION
AND SPACING WITH FLOOR
TRUSS MANUFACTURER
TYPICAL BRIDGING DETAIL
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and heal Codes WOOD FRAMING DETAILS
City of Calmed
DATE: 10/31/19
16d @ 16" O.C.
(2) 2x TOP PLATES
(2) 16d END NAIL
2x STUD
DETAIL C
TYPICAL FASTENING OF
SINGLE OR DOUBLE TOP
PLATE TO STUD (END WALL)
(10) 16d NAILS
2x STUD
DETAIL D
TYPICAL FASTENING OF
HEADER TO KING STUD
2x STUD WALL
16d FACE NAIL
@ EACH JOIST
FLAT FLOOR JOIST
(2) 10d TOENAIL
2x STUD WALL -
3 PLY
BUILT-UP
COLUMN
30d @ 8" O.C.
DETAIL K
TYPICAL FASTENING OF FLAT FLOOR JOIST
OR ROOF TRUSS AT BEARING CONDITION
T.O.C.
KING STUD
HEADER OR LINTEL
(4) Bd TOENAIL (FOR LESS THAN 12" HEADER)
(6) 8d TOENAIL (FOR 12" HEADER OR GREATER)
JACK STUD
SOLE PLATE
(1) 10d BOX NAIL
FACE NAIL TOP 8 BOT.
CHORD @ EACH TRUSS
- 11/2"RIM BOARD
(1) Bd TOENAIL
@ 6" O.C.
- 2x TOP PLATES FLAT ROOF JOIST —
OR GIRDER
2x TOP PLATES (2)10d TOENAIL
OR GIRDER
2x STUD WALL
led @ 16" O.C.
EACH EDGE
DETAIL E
TYPICAL FASTENING OF HEADER
TWO PIECES
(1) 10d BOX NAIL
FACE NAIL TOP 8 BOT.
CHORD @ EACH TRUSS
CONT. 2x8 RIBBON BOARD
(1) 8d TOENAIL
@6'O.C.
2x TOP PLATES
OR GIRDER
SHEATHING
I n DETAIL H
�/ TYPICAL FASTENING OF FLAT FLOOR JOIST
OR ROOF TRUSS AT BEARING CONDITION
/731/4" PLATE
EACH SIDE DIA. THRU BOLTS
4 PLY
BUILT-UP
COLUMN
T.O.C. c
1@8"O.C. (2)2x
1/4
1 /2" CAP PLATE
STEEL OR WOOD COLUMN
SEE PLAN
DETAIL L
SIMPSON ECC COLUMN CAP
OR EQUIVALENT. INSTALL
PER MANUR SPECIFICATIONS
112" DIA. A307 BOLTS
(TYP.)
WOOD POST
SEE PLAN
TYPICAL WOOD HEADER TO WOOD
COLUMN SUPPORT
WOOD HEADER
SEE PLAN
PROVIDE CLOSURE 6.-3" 1/2"DIA. A30]BOLTS
(TYP.)
PLATE AT TOP OF POST
3/4"THRU BOLTS R7
m T L WOOD BEAM
oI SEE PLAN
5/8" BENT PLATE HANGER
I
1/2" STIFFENER PLATE TYP.
I
SEELCOLUMN
SEE PLAN
TYPICAL WOOD HEADER TO STEEL
COLUMN SUPPORT
'^'ST OR RAFTER
(3) i6d EACH
ENDBLOCK
4'-0"O.C.MAX.
O WALL STUDS
K
ONOTE:
CONTRACTOR SHALL PROVIDE
RESTRAINT TO NON -LOAD BEARING
PARTITION WALLS
JOIST OR RAFTER PARALLEL TO
NON -BEARING WALL
LL
O
K WALL STUDS
O
X
O
6
ci
JOIST OR RAFTER
PERPENDICULAR TO NON -
BEARING WALL
JOIST OR RAFTER
NOTE:
CONTRACTOR SHALL PROVIDE
RESTRAINT TO NON -LOAD BEARING
PARTITION WALLS
WOOD FASTENING SCHEDULE — MINIMUM
CONNECTION TYPE
FASTENER SIZE
AND QUANTITY
COMMENTS
TYPICAL
DETAIL
STUD TO SOLE PLATE
(4) 8d OR (2) 16d
8d TOENAIL OR 16d END NAIL
A
DOUBLE STUDS
16d @ 24" O.C.
FACE NAIL
B
SINGLE OR DOUBLE TOP PLATE TO STUD (END WALL)
(2) 16d
END NAIL
C
HEADER TO KING STUD
(4) 8d
TOE NAIL
D
HEADER, TWO PIECES
16d@16"O.C.
EACH EDGE
E
BUILT-UP BEAMS- SOLID SAWN LUMBER
16d@16"O.C.
EACH EDGE
F
RIM BOARD TO TOP PLATE
8d @ 6" O.C.
TOE NAIL
H
RIM BOARD TO TOP 8 BOTTON CHORD OF FLAT TRUSS
(1) 10d BOX NAIL
FACE NAIL
H
FLAT FLOOR TRUSS AT BEARING CONDITION
(2) 10d
TOE NAIL THROUGH BOTTOM CHORD
H
SOLE PLATE TO JOIST OR BLOCKING
16d EA. JOIST OR TRUSS
FACE NAIL
H
BUILT-UP CORNER STUDS
16d @ 24" O.C.
J
TOP PLATES, LAPS AND INTERSECTIONS
SEE TYP. LAP SPLICE
OF 2x TOP PLATES
FACE NAIL COORDINATE WITH DETAIL
M
ROOF TRUSS TO PLATE
SEE DETAILS A1,ACATC4,C7 ON S3-601 FOR
UPLIFT FASTENING DETAILS
PLYWOOD OR OSB FLOOR SHEATHING
SEE TYPICAL FLOOR SHEATHING LAYOUT
AND ATTACHMENT DETAIL ON SHEET S3-201
PLYWOOD OR OSB FLOOR SHEATHING
SEE TYPICAL FLOOR SHEATHING LAYOUT
AND ATTACHMENT DETAIL ON SHEET S3-201
NOTES
1. ALL NAILS TO BE COMMON NAILS MINIMUM, U.N.O.
2. IN ADDITION TO THE ABOVE CHART, THE MINIMUM NAILING AS SPECIFIED BY THE BUILDING CODE
SHALL BE REQUIRED. USE WHICHEVER NAILING REQUIREMENT IS MORE STRICT.
3. SEE SECTIONS FOR ANY ADDITIONAL FASTENING INFORMATION.
WALL STUD SCHEDULE
FLOOR
EXTERIOR STUDS
DOUBLE
BEARING WALLS
SINGLE BEARING
WALLS
CORRIDOR
WALLS
ROOF
TYP. 2x6 @ 24" O.C.
TYP. 2x6 @ 24" O.C.
TYP. 2x6 @ 24" O.C.
TYP. 2x6 @ 24" O.C.
UNDER CORRIDOR
TRUSS GIRDERS,
PROVIDE (3) 2X6
4TH
TYP. 2x6 @ 24" O.C.
TYP. 2x6 @ 24" O.C.
TYP. 2x6 @ 24" O.C.
TYP. 2x6 @ 24" O.C.
UNDER CORRIDOR
TRUSS GIRDERS,
PROVIDE (3) 2X6
3RD
TYP. 2x6 @ 16" O.C.
TYP. 2x6 @ 16" O.C.
TYP. 2x6 @ 16" O.C.
TYP. 2x6 @ 16" O.C.
2ND
NOTES:
1. ALL WALL STUDS ARE SPRUCE PINE FIR No. 1 / No.2
2. ALL 6X6 WOOD POSTS ARE TO BE DOUGLAS FIR -LARCH No. 1
3. SEE ARCHITECTURAL DRAWINGS FOR NON -BEARING WALL STUDS
4. 2x6 STUDS REQUIRED AT PLUMBING WALLS. SEE ARCH. AND MECH.
5. AT LOCATIONS WHERE LOAD BEARING WALLS SIT ON CONCRETE SLAB, ATTACH
THE SOLE PLATE TO THE SLAB WITH 3/8" DLA. SCREW ANCHORS WITH 2 1/2" EMBED.
@ 2'-8" O.C. (NOTE: THIS DOES NOT APPLY TO LOAD BEARING SHEAR WALLS -
REFER TO SHEAR WALL ELEVATIONS AND SCHEDULES FOR ATTACHMENT
REQUIREMENTS)
HEADER SCHEDULE
MARK
SIZE
HL2-9.5
(2) 1 3/4'x9S' LVL
HL3-9.5
(3) 1 3/4'k9.5" LVL
HL3-11.3
(3)1 3/4"x11 25"LVL
H3-10
(3) 2xl0
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WOOLG ERT
MCNITECTNE IENOINEMINGIGECWATIAL
7635 Interactive Way
Suite 100
Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
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Dlssuances:
Prom. No.: 074904
Date: 10/12/18
Sheet Name:
TYPICAL WOOD
FRAMING DETAILS
S3=501