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Figure 4. Recommended construction details for APA portal frame bracing desig 1 with hold-downs (For use details see
Table 2
DOUBLE PORTAL
A
SINGLE PORTAL FRAME
FRAME ♦ SHEATHING FILLER
I -
FASTEN SHEATHING TO HEADER WITH 8D COMMON
NAILS IN 3" GRID PATTERN AS SHOWN AND Y O.C. TYPICAL
-
IN ALL FRAMING (STUDS, AND SILLS) TYP. PORTAL FRAME
FOR FRAMES OVER 8', PANEL SPLICE (IF NEEDED) SHALL CONSTUCTION
OCCUR IIF 4" OF MID -HEIGHT. BLOCKING
REQUIRED. 2XBLOCKING IS USED THEN IT MUST BE III 2x_ FRAMING
STITCH NAILED WITH ONE ROW OF 16D SINKERS AT 3"
O.C.
16" or 24" DOUBLE 2x POST 1000 LB HOLD
DOWN STRAP
4200 LB HOLD DOWN STRAP APPLIED OVER
SHEATHING INSTALLED IN CONCRETE PER j
MANUFACTURERS INSTRUCTION
I' 5/8" DIA. ANCHOR BOLT WITH 7" MIN. !
p EMBEDMENT & 2" X 2" X 3/16" PLATE WASHER
FRONT ELEVATION NOT TO SCALE
f A
IF NEEDED
16D
SINKERS
2 ROWS Q
3" O.C.
3/8" MIN.
THICKNESS
WOOD
STRUCTURAL
PANEL
4200 LB HOLD
DOWN STRAP
APPLIED
OVER
SHEATHING
Form TT -073 Page 9 of 10
1000 LB
HEADER
STRAP
SECTION A -A
SIDE ELEVATION
3" X 11.25" MIN. HEADER
j
(BUILT-UP, SOLID SAWN,
GLULAM,ETC)
6'T018'
FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF
ai
!'
16D SINKERS AT 3" O.G. TYP.
1000 LB HEADER STRAP OPPOSITE SHEATHING AS SHOWN
1000 LB
•I•i
(SEE SECTION A -A) TYP.
STRAP
•I'i
FASTEN SHEATHING TO HEADER WITH 8D COMMON
NAILS IN 3" GRID PATTERN AS SHOWN AND Y O.C. TYPICAL
-
IN ALL FRAMING (STUDS, AND SILLS) TYP. PORTAL FRAME
FOR FRAMES OVER 8', PANEL SPLICE (IF NEEDED) SHALL CONSTUCTION
OCCUR IIF 4" OF MID -HEIGHT. BLOCKING
REQUIRED. 2XBLOCKING IS USED THEN IT MUST BE III 2x_ FRAMING
STITCH NAILED WITH ONE ROW OF 16D SINKERS AT 3"
O.C.
16" or 24" DOUBLE 2x POST 1000 LB HOLD
DOWN STRAP
4200 LB HOLD DOWN STRAP APPLIED OVER
SHEATHING INSTALLED IN CONCRETE PER j
MANUFACTURERS INSTRUCTION
I' 5/8" DIA. ANCHOR BOLT WITH 7" MIN. !
p EMBEDMENT & 2" X 2" X 3/16" PLATE WASHER
FRONT ELEVATION NOT TO SCALE
f A
IF NEEDED
16D
SINKERS
2 ROWS Q
3" O.C.
3/8" MIN.
THICKNESS
WOOD
STRUCTURAL
PANEL
4200 LB HOLD
DOWN STRAP
APPLIED
OVER
SHEATHING
Form TT -073 Page 9 of 10
1000 LB
HEADER
STRAP
SECTION A -A
SIDE ELEVATION