HomeMy WebLinkAbout(09) A2-0031
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WOOD FASTENING SCHEDULE - MINIMUM
CONNECTION TYPE
FASTENER SIZE & QUANTITY
COMMENTS
TYPICAL
DETAIL
STUD TO SOLE PLATE
(4) 8d OR (2) 16d
8d TOENAIL OR 16d END NAIL
A
DOUBLE STUDS
16d @ 241, 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 @ 161, O.C.
EACH EDGE
E
BUILT-UP BEAMS - SOLID SAWN LUMBER
16d @ 121, O.C.
EACH EDGE
F
TOP PLATES, LAPS AND INTERSECTIONS
SEE TYP. LAP SPLICE OF
2x TOP PLATES
FACE NAIL COORDINATE WITH DETAIL
G
BUILT-UP CORNER STUDS
16d @ 24" O.C.
FACE NAIL
H
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.
DETAIL G
TYPICAL FASTENING OFLAP SPLICE
FOR 2x TOP PLATES
TYP. PARTITION HEAD INSULATION NOTES:
SMOKE RATED WALLS- FIRE SAFING INSULATION
FIRE RATED WALLS - FIRE SAFING INSULATION
SOUND RATED WALLS -ACOUSTICAL BATT INSULATION
DOUBLE WOOD
STUD TOP PLAT
UNDERSIDE OF SHEATHING
METAL "J-MOLD" EDGE TRIM
SECURE GYP. BD. TO STUDS
GYPSUM BOARD AND WOOD
STUD PARTITION - SEE
PARTITION TYPES FOR SIZES
TYPICAL WALL HEAD DETAIL
2x STUD DOUBLE 2x STUD
16d @ 241,
O.C.
(4) 8d TOENAIL FACE NAIL
OR
(2) 16d END NAIL
SOLE PLATE
DETAIL A DETAIL B
TYPICAL
FASTENING OF
TYPICAL
FASTENING OF
STUD TO
SOLE PLATE
STUD TO
SOLE PLATE
KING STUD
HEADER OR LINTEL
16d @ 161,
O.C.
EA. EDGE
(4) 8d TOENAIL
DETAIL E
DETAIL D TYPICAL FASTENING OF
HEADER (2) PIECES
TYPICAL FASTENING OF
STUD TO SOLE PLATE
16d @ 241,
2x
BLOCKING
@ 24" O.C.
a 24" O.C.
DETAIL H
OCKING
24" O.C.
TYPICAL FASTENING OF BUILT-UP CORNER STUDS
REFER TO
PARTITION
TYPES, A.00
GYP. BOARD METAL
CORNER BEAD, TYP.
POWER DRI
FRAMING N/
16" O.C.
TYPICAL WALL CORNER DETAIL
10
SEE PART. TYPE FOR WOOD STUDS CONTINUOUS HEAD RUNNER —
SIZE AND ATTENUATION BLANKET BETWEEN WALL INTERSECTIONS
THICKNESS
Zx SILL PLATE (MOISTURE
RESISTANT WHEN IN CONTACT
WITH CONCRETE OR IN
BATHROOMS)
CONTINUOUS BED F
OR BD. SMOKE
SIDES) SEALANT UNDER GYP.
EXPANSION ANCHOR
Z
REFER TO
FIN. FLOOR PARTITION
TYPES, (THIS
SHEET)
RELEASED FOR CONSTRUCTION
Subject tocompliance with all mgulatlom PICAL WALL SILL DETAIL
of Stale and local Codes 3" —10
City of Carmel
DATE: 10/31/19
STUD OR CLIP ANGLES AS
REQUIRED FOR CONNECTION
POWER DRIVEN
16D FRAMING
NAILS @ 16" O.C.
TYPICAL WALL INTERSECTION DETAIL
ZsUALL : J" = l'-U
1 1/2"
16d @ 161, O.C.
2x TOP PLATES
(2) 16d END NAIL
- 2x STUD
M=AII if
TYPICAL FASTENING OF
STUD TO SOLE PLATE
16d @ 161,
O.C.
EA. EDGE
16d @ 12" O.CJ
EA. EDGE, EA.
FACE
DETAIL F
TYPICAL FASTENING OF BUILT-UP
BEAMS SOLID LUMBER
1 1/2"
allss!490
3 PLY
BUILT-
UP
COLUMN
30d @
8" O.C.
TYPICAL FASTENING OF
BUILT-UP COLUMNS
4 PLY
BUILT-
UP
COLUMN
oil
JT. SPACING 30'-0" O.C. MAX. OR
MAXIMUM AREA PER GYP. BD. MFR'S GUIDELINES
TYPICAL GYPSUM BOARD CONTROL JOINT
ZsUALL : J" = l'-U
\A/
WOOLPERT
AN CHITECTUR E IEN GI NEER ING I OEOSPATIAL
7635 Interactive Way
Suite 100
G Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
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Q Issuances:
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DESCRIPTION
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Issued For Building 2 Review
10N5/18
1
Issued For Building 2Per mil
05101/19
Prom. No.: 074904
Date: 10/05/18
Sheet Name:
ASSEMBLY DETAILS
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