HomeMy WebLinkAbout7.04 Wall Bracing Detailsã
GARAGE PORTAL FRAME BRACING ELEVATION
NOT TO SCALE BOTH SIDES OF GARAGE DOOR
OUTSIDE ELEVATION SECTION A-A THROUGH PIER
INSIDE ELEVATION
SIMPSON
MSTA49
STRAP,
CENTERED @
BOTTOM OF
HEADER
- LOCATE ON
INSIDE FACE
OF WALL.
IF PANEL SPLICE IS NEEDED IT SHALL OCCUR WITHIN
MIDDLE 24" OF WALL HEIGHT. PROVIDE 2x
HORIZONTAL BLOCKING TO SUPPORT PANEL
EDGES.
FASTEN SHEATHING TO HEADER WITH 8d COMMON
NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.C.
IN ALL FRAMING (STUDS & SILLS) - TYPICAL.
FASTEN TOP PLATE TO HEADER w/
2 ROWS OF 16d NAILS @ 3" o.c.
16d SINKER
NAILS IN (2)
ROWS @
3"O.C.
NOTE: ALL SHEATHABLE
AREAS OF EXTERIOR WALL
SHALL BE FULLY SHEATHED
WITH 1/2" PLYWOOD OR
7/16" OSB
PLAN VIEW OF CORNER DETAIL
16d NAIL AT
12" O.C.
ANCHOR BOLTS PER CODE (2 MIN.)
WITH 2"x2"x3/16" PLATE WASHERS.10'-0" MAX.TO TOP OF HEADERFINISHED WIDTH < 18'-0"
MIN. PANEL WIDTH BASED ON
6:1 HEIGHT-TO-WIDTH ASPECT RATIO
FOR EXAMPLE: 16" MIN. FOR 8' HEIGHT
EXTENT OF HEADER
BLOCKING AS REQ'D
FOR SHEATH'G SPLICE10'-0" MAX.TO TOP OF HEADERFINISHED WIDTH < 18'-0"
SHEATHING
FILLER
AS REQ'D
8D NAIL @
6" O.C. IN ALL
PANEL EDGES
NOT PART OF
PORTAL FRAMEKING STUD7/16" OSB OR 1/2"
PLYWOOD
SHEATHING,
CONTINUOUS
FROM TOP TO
BOTTOM OF WALL,
OR FROM TOP OF
WALL TO
PERMITTED SPLICE
AREA.12' MAX. WALL HEIGHTFASTEN HEADER TO KING
STUDS W/ (6) 16d SINKERS
MIN. (2) JACK STUDS OR
AS NOTED ON PLANS
EXTENT OF HEADER PONYWALL(3'-0" MAX)12' MAX. WALL HEIGHT2412"2412" PORTAL
FRAME
WALL SEGMENT
LOCATE HEADER @
TOP OF OPENING
JACK STUD1/2" DIA. ANCHOR BOLT WITH 7" MIN. EMBEDMENT
AND 2"x2"x3/16" PLATE WASHER, TYP.
SEE TYP. CORNER FRAMING DETAIL
MIN. (2) JACK STUDS OR
AS NOTED ON PLANS
SIMPSON MSTA49 STRAP, OPPOSITE
SIDE OF SHEATHING. (SEE SECTION
A-A) TYP. INSTALL PER MANUF. SPEC.
3"x 11-1/4" MIN.
HEADER (SEE PLANS)
APONYWALL(3'-0" MAX)3"x 11-1/4" MIN.
HEADER (SEE PLANS)
LOCATE HEADER @
TOP OF OPENING
A
2x SHEAR WALL
(SEE PLANS)
FASTEN FLOOR SHEATHING
TO RIM BOARD BLOCKING
w/ (3)10d NAILS
FLOOR SYSTEM
(SEE PLANS)
RIM BOARD BLOCKING IN
EVERY OTHER JOIST BAY,
FASTENED TO DBL. TOP
PLATE w/(3)10d TOENAILS
PERPENDICULAR TO FRAMING
ONLY REQ'D WHERE NOTED ON PLAN
SCALE: 1/2" = 1'-0"
SHEAR TRANSFER DETAIL @
INTERIOR SHEAR WALL
SHEAR TRANSFER
DETAIL @ INTERSECTING
INT. SHEARWALL
04/03/18
Adam Schriner