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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
NOT TO SCALE
GARAGE PORTAL FRAME BRACING ELEVATION
ONE SIDE OF GARAGE DOOR10'-0" MAX.TO TOP OF HEADERFINISHED WIDTH < 18'-0"
FINISHED WIDTH < 18'-0" 12' MAX. WALL HEIGHTEXTENT OF HEADER
12' MAX. WALL HEIGHT
BRACED
WALL
PANEL
OR
SHEAR
WALL
(SEE
PLAN)
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.
ANCHOR BOLTS PER CODE (2 MIN.)
WITH 2"x2"x316" PLATE WASHERS.
MIN. PANEL WIDTH BASED ON
6:1 HEIGHT-TO-WIDTH ASPECT RATIO
FOR EXAMPLE: 16" MIN. FOR 8' HEIGHT
SIMPSON MSTA49 STRAP, OPPOSITE
SIDE OF SHEATHING. (SEE SECTION
A-A) TYP. INSTALL PER MANUF.
SPEC.KING STUDJACK STUDEXTENT OF HEADER
OUTSIDE ELEVATION
INSIDE ELEVATION
NOTE: ALL SHEATHABLE
AREAS OF EXTERIOR WALL
SHALL BE FULLY SHEATHED
WITH 1/2" PLYWOOD OR
7/16" OSB
1/2" DIA. ANCHOR BOLT WITH 7" MIN. EMBEDMENT
AND 2"x2"x3/16" PLATE WASHER, TYP.
SEE TYP. CORNER FRAMING DETAIL10'-0" MAX.TO TOP OF HEADERPONYWALL(3'-0" MAX)BLOCKING AS REQ'D
FOR SHEATH'G SPLICE
MIN. (2) JACK STUDS
OR AS NOTED ON
PLANS
FASTEN TOP PLATE TO HEADER w/
2 ROWS OF 16d NAILS @ 3" o.c.
LOCATE HEADER @
TOP OF OPENING
3"x 11-1/4" MIN.
HEADER (SEE PLANS)
PLAN VIEW OF CORNER DETAIL
16d NAIL AT
12" O.C.
8D NAIL @
6" O.C. IN ALL
PANEL EDGES
NOT PART OF
PORTAL FRAME
PORTAL
FRAME
WALL SEGMENT
A
A
PONYWALL(3'-0" MAX)FASTEN HEADER TO KING
STUDS W/ (6) 16d SINKERS
3"x 11-1/4" MIN.
HEADER (SEE PLANS)
LOCATE HEADER
@ TOP OF
OPENING
BRACED
WALL
PANEL
OR
SHEAR
WALL
(SEE
PLAN)
SIMPSON MSTA49
STRAP, CENTERED
@ BOTTOM OF
HEADER
- LOCATE ON
INSIDE FACE OF
WALL.
16d SINKER
NAILS IN (2)
ROWS @
3"O.C.
SHEATHING
FILLER
AS REQ'D 2412"2412" 7/16" OSB OR 1/2"
PLYWOOD
SHEATHING,
CONTINUOUS FROM
TOP TO BOTTOM OF
WALL, OR FROM TOP
OF WALL TO
PERMITTED SPLICE
AREA.
SECTION A-A THROUGH PIER
10/23/20