HomeMy WebLinkAboutIGA535 A010.9 House Specific DetailsãGARAGE 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
FLOOR SYSTEM
(SEE PLANS)
2x6 P.T. SILL PLATE
1/2" DIA. ANCHOR
BOLTS @ 6'-0" O.C. MAX.
(OR EQUIVALENT
ANCHOR STRAPS)
FASTEN SOLE PLATE
TO RIM BOARD w/
12d NAILS @ 6" O.C.
RIM BOARD FASTENED
TO SOLE PLATE w/ 12d
TOENAILS @ 3" O.C.
FOUNDATION WALL
(SEE PLANS)
SCALE: 1/2" = 1'-0"
TYPICAL SHEAR TRANSFER DETAIL @ EXTERIOR BASEMENT WALL
2x EXTERIOR
SHEAR WALL
2x EXTERIOR SHEAR
WALL (SEE PLANS)
FLOOR SYSTEM
(SEE PLANS)
RIM BOARD
FASTENED TO DBL.
TOP PLATE w/ 12d
TOENAILS @ 6" O.C.
FASTEN SOLE PLATE
TO RIM BOARD w/
12d NAILS @ 6" O.C.
SCALE: 1/2" = 1'-0"
TYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS
@ EXTERIOR WALL
05/24/21