HomeMy WebLinkAbout(08) S2-5011 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9
r
2x STUD
(4) Bid TOENAIL OR
(2) 16d END NAIL
SILL PLATE
DETAIL A
TYPICAL FASTENING OF
STUD TO SOLE PLATE
`16d@16"O.C.
EACH EDGE
L 16d @ 12" O.C.
EACH EDGE
EACH FACE
DETAIL F
TYPICAL FASTENING OF BUILT-UP
BEAMS - SOLID SAWN LUMBER
(10)16d NAILS
2x BLOCKING
@ 24" O.C.
24' O.C.
DETAIL J
DETAIL B
TYPICAL FASTENING OF
DOUBLE STUDS
4' 0"
(10) 16d NAILS
DETAIL M
TYPICAL FASTENING OF LAP SPLICE
FOR 2z TOP PLATES
TYPICAL BRIDGING DETAIL
DOUBLE 2x STUD
16d @ 24' O.C.
FACE NAIL
KING
C.
I"O.C.
--- -puss
COORDINATE LOCATION
AND SPACING WITH FLOOR
TRUSS MANUFACTURER
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulation'.CAL WOOD FRAMING DETAILS
of State andd beat Codes
City of Carried -0"
\m1\Gt
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
c
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. ol
4 PLY
BUILT-UP
COLUMN
1@8"O.C.
SIMPSON ECC COLUMN CAP
OR EQUIVALENT. INSTALL
PER MAI SPECIFICATIONS
1/2" CIA A307 BOLTS
(TYP.)
WOOD POST
SEE PLAN
TYPICAL WOOD HEADER TO WOOD
COLUMN SUPPORT
KING STUD
HEADER OR LINTEL
(4) 8d TOENAIL (FOR LESS THAN IT HEADER)
(6) 8d TOENAIL (FOR 12" HEADER OR GREATER)
JACK STUD
WOOD HEADER
SEE PLAN
PRO
VIDAT E CTOLOSUPOF PRE OST 0 -3' 1/2" DIA A307 BOLTS
PLATE
(TYP.)
3'4"THRU BOLTS rr7l
I mT L WOOD BEAM
SEE PLAN
518' BENT PLATE HANGER
I
1/2" STIFFENER PLATE TYP.
I
STEEL COLUMN
SEE PLAN
TYPICAL WOOD HEADER TO STEEL
COLUMN SUPPORT
SILL PLATE
- (1) 10d BOX NAIL
FACE NAIL TOP & BOT.
CHORD @ EACH TRUSS
- 1 1/2" RIM BOARD
- (1) 8d TOENAIL
@6'O.C.
2x TOP PLATES FLAT ROOF JOIST
OR GIRDER
2x TOP PLATES (2)10d TOENAIL
OR GIRDER
2x STUD WALL
DETAIL H
ING OF FLAT FLOOR JOIST
:L\�-7�i1:7ICCKK•Pb]IIPP
16d @ 16' O.C.
EACH EDGE
DETAIL E
TYPICAL FASTENING OF HEADER,
TWO PIECES
(1)10d BOX NAIL
FACE NAIL TOP & BOT.
CHORD @ EACH TRUSS
CONT. 2z8 RIBBON BOARD
(1) Bid TOENAIL
@ 6" O.C.
2x TOP PLATES
OR GIRDER
SHEATHING
3116 V
1/4" PLATE
EACH SIDE 3/4" DIN THRU BOLTS
T.O.C. �
(2) 2x
114
1/2" CAP PLATE
STEEL OR WOOD COLUMN
SEE PLAN
DETAIL L
TYPICAL WOOD BEAM OVER STEEL OR
WOOD COLUMN CONNECTION DETAIL
WOOD FASTENING SCHEDULE - MINIMUM
CONNECTION TYPE
FASTENER SIZE
AND QUANTITY
COMMENTS
TYPICAL
DETAIL
STUD TO SILL PLATE
(4) W 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) ad
TOENAIL
D
HEADER, TWO PIECES
16d @ 1F O.C.
EACH EDGE
E
BUILT-UP BEAMS - SOLID SAWN LUMBER
16d @ 16" O.C.
EACH EDGE
F
RIM BOARD TO TOP PLATE
Bid @ 5' O.C.
TOENAIL
H
RIM BOARD TO TOP & 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
SILL PLATE TO JOIST OR BLOCKING
16d EA. JOIST OR TRUSS
FACE NAIL
H
BUILT-UP CORNER STUDS
16d @ 24' O.C.
J
ROOF TRUSS TO PLATE
TOE NA IL THROUGH BOTTOM CHORD!
UPLIFT FASTENERS
K
PLYWOOD OR OSB FLOOR SHEATHING
SEE TYPICAL FLOOR SHEATHING LAYOUT AND
ATTACHMENT DETAIL ON SHEET Dl/S2-207
NOTES
ALL NAILS TO BE COMMON NAILS MINIMUM, U.N.O.
- 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.
SEE SECTIONS FOR ANY ADDITIONAL FASTENING INFORMATION.
South End - All Wood
North End - Above Steel Structure
Load Bearing Wall Stud Schedule
Load Bearing Wall Stud Schedule
FLOOR
EXTERIOR STUDS
DOUBLE
BEARING WALLS
SINGLE BEARING
WALLS
CORRIDOR
WALLS
FLOOR
EXTERIOR STUDS
DOUBLE
BEARING WALLS
SINGLE BEARING
WALLS
CORRIDOR
WALLS
HIGH ROOF
TYP. 2x6 @ 24" O.C.
TYP. 2z6 @ 24" O.C.
TYP. 2x6 @ 24" O.C.
TYP. 2x6 @ 24" O.C.
ROOF
4TH
TYP. 2x6 @ 24" O.C.
TYP. 2x6 @ 24" O.C.
TYP. 2x6 @ 24" O.C.
TYP. 2x6 @ 24" O.C.
TYP. 2x6 @ 24" O.C.
TYP. 2x6 @ 24" O.C.
TYP. 2x6 @ 2C O.C.
TYP. 2x6 @ 24" O.C.
3RD
3RD
TYP. 2x6 @ 24" O.C.
TYP. 2x6 @ 24" O.C.
TYP. 2x6 @ 24" O.C.
TYP. 2x6 @ 24" O.C.
TYP. 2x6 @ 16" O.C.
TYP. 2x6 @ 16" O.C.
TYP. 2x6 @16" O.C.
TYP. 2x6 @ 16" O.C.
2ND
2ND
TYP. 2x6 @ 16" O.C.
TYP. 2x6 @ 16" O.C.
TYP. 2x6 @16" O.C.
TYP. 2x6 @ 16" O.C.
let
list
NOTES:
A ALL WALL STUDS ARE SPRUCE PINE FIR No. 11 No. 2
B. SEE ARCHITECTURAL DRAWINGS FOR NON -BEARING WALL STUDS
C. 2z6 STUDS REQUIRED AT PLUMBING WALLS. SEE ARCH. AND MECH.
D. REFER TO SHEAR WALL ELEVATIONS FOR ADDL REQUIREMENTS FOR LOAD BEARING SHEAR WALLS
'^'ST OR RAFTER
(3) 16d EACH
END BLOCK
4'-0"O.C.l
WALL STUDS
NOTE: CONTRACTOR SHALL PROVIDE
RESTRAINT TO NON -LOAD BEARING
PARTITION WALLS
JOIST OR RAFTER PARALLEL TO
NON -BEARING WALL
=R
O
K
OWALL STUDS
LL
a
NOTE: CONTRACTOR SHALL PROVIDE
w RESTRAINT TO NON -LOAD BEARING
O PARTITION WALLS
JOIST OR RAFTER
PERPENDICULAR TO NON -
BEARING WALL
HEADER SCHEDULE
MARK
SIZE
H2-8
(2)2x8
H2-10
(2)2x10
H3-8
(3)2z8
H3-10
(3)2z10
H3-12
(3) 2x12
HL2-9.5
(2)13/4'siI LVL
HL2-11S
(2)13/4"z11.875"LVL
HL39.3
31/2"x91/4"LVL
HL3-9.5
(3) 1 3/4"x9.5" LVL
HL3-11.3
(3) 1 3�4"z11.25' LVL
HL3-11.9
(3) 1 34"z11.875" LVL
G
F
E
D
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R RCNR EC MR E ema N EERI NOI OE09 PAIR AL
7635 Interactive Way
Suite 100
Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
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Q Issuances:
REV
CESCRIMEM
DAM
0
Issued For Building 2 Review
10/05118
1
ASI#4
12/21/18
2
Issued For Building Permit
05/01/19
Prom. No.: 074904
Date: 05/01/19
A Sheet Name:
TYPICAL WOOD
FRAMING DETAILS
S2=501