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Figure 4. Recommended construction details for APA portal frame bracing design with hold-downs (For use details see
Table 2
PORTALFRAME---i
FOR FRAMES OVER 8', PANEL SPLICE (IF NEEDED) SHALL
OCCUR WITHIN 24" OF MID -HEIGHT. BLOCKING IS
REQUIRED. IF 2X_ BLOCKING IS USED THEN IT MUST BE
STITCH NAILED WITH ONE ROW OF 16D SINKERS AT 3"
O.C.
or 24" DOUBLE 2x_ POST
4200 LB HOLD DOWN STRAP APPLIED OVER
SHEATHING INSTALLED IN CONCRETE PER
MANUFACTURERS INSTRUCTION
5/8" DIA. ANCHOR BOLT WITH 7" MIN.
I EMBEDMENT 4 2" X 2" X 3/16" PLATE WASHER
FRONT ELEVATION
BLE PORTAL 4 A
FRAME
1000 LB
.�,
• ;
,
3" X 11,26" MIN. HEADER
(BUILT-UP, SOLIDSAWN,
GLULAM, ETC)
6' TO 18'
..I
i
TYPICAL
FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF
"
160 SINKERS AT 3" O.C. TYP.
2X— FRAMING
�•
1000 LB HEADER STRAP OPPOSITE SHEATHING AS SHOWN
i•
1000 LB HOLD
(SEE SECTION A -A) TYP.
I
DOWN STRAP
FASTEN SHEATHING TO HEADER WITH 8D COMMON
„
NAILS IN 3” GRID PATTERN AS SHOWN AND 3„ O.C.
10'
... �_.__._...
IN ALL FRAMING (STUDS, AND SILLS) TYP.
FOR FRAMES OVER 8', PANEL SPLICE (IF NEEDED) SHALL
OCCUR WITHIN 24" OF MID -HEIGHT. BLOCKING IS
REQUIRED. IF 2X_ BLOCKING IS USED THEN IT MUST BE
STITCH NAILED WITH ONE ROW OF 16D SINKERS AT 3"
O.C.
or 24" DOUBLE 2x_ POST
4200 LB HOLD DOWN STRAP APPLIED OVER
SHEATHING INSTALLED IN CONCRETE PER
MANUFACTURERS INSTRUCTION
5/8" DIA. ANCHOR BOLT WITH 7" MIN.
I EMBEDMENT 4 2" X 2" X 3/16" PLATE WASHER
FRONT ELEVATION
BLE PORTAL 4 A
FRAME
1000 LB
STRAP
..I
i
TYPICAL
PORTAL FRAME
CONSTUCTION
j
2X— FRAMING
I
i
i•
1000 LB HOLD
I
DOWN STRAP
NOT TO SCALE
SHEATHING FILLER
IF NEEDED
i6D
SINKERS
2 ROWS @
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
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Figure 5. Recommended construction details for APA portal frame bracing without hold-downs (For use details see Table 2)
to
3" X 11.26" MIN. HEADER
(BUILT-UP, SOLID SAWN,
J. . � . ,., GLULAM, ETC) i
' FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF
'I
16D SINKERS AT 3" O.C. TYP.
j I 1000 LB HEADER STRAP OPPOSITE SHEATHING AS SHOWN
•.I (SEE SECTION A-A)TYP.
FASTEN SHEATHING TO HEADER WITH BD COMMON
NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.C.
10' • •' -.' IN ALL FRAMING (STUDS, AND SILLS) TYP.
•! FOR FRAMES OVER 6', PANEL SPLICE (IF NEEDED) SHALL
OCCUR WITHIN 24" OF MID -HEIGHT. BLOCKING IS
REQUIRED. IF 2X BLOCKING IS USED THEN IT MUST BE
I j STITCH NAILED WITH ONE ROW OF 16D SINKERS AT 3"
O.C.
I.. 18.,
/ SEE TYP. CORNER FRAMING DETAIL
1/2" DIA. ANCHOR BOLT WITH 7" MIN.
EMBEDMENT & 2" X 2" X 3/16" PLATE WASHER,
TYP.
� t i
♦ A
FRONT ELEVATION
NOT TO SCALE
SECTION A -A
SIDE ELEVATION
SHEATHING FILLER
IF NEEDED
16D
SINKERS
2 ROWS @
3" O.C.
1000 LB
HEADER
STRAP
/8" MIN.
HICKNESS
VOOD
ITRUCTURAL
ANEL
CORNER FRAMING DETAIL
Form TT -073 Page 10 of 10
FRAMING FOR
16D NAIL @ 24
GYPSUM WALL
IN. O.C.
BOARD
(OPTIONAL)
BD NAIL @ 6 IN,
O.C. IN ALL
PANEL EDGES
NOT PART OF
PORTAL FRAME
PORTALFRAME
WALL
SEGMENTTYP.
CORNER FRAMING DETAIL
Form TT -073 Page 10 of 10