ac-2011-00011_0003.jpg WALL CONSTRUCTION
EXTENT OF HEADER
DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS)
` EXTENT OF HEADER
SINGLE PORTAL FRAME (ONE BRACED WALL PANEL)
I �( MIN 3 "x 11 25 NET H
T.
6' TO 18' } {
' \ FASTEN TOP PLATE TO HEADER WITH TWO /TYPICAL PORTAL }
ROWS OF 16D SINKER NAILS AT 3'0 .C. TYP. q10
FRAME
}' CONSTRUCTION �
STRAP
1000 LB STRAPCIP-POSITE SHEATHING
FOR A PANEL SPLICE
(IF NEEDED), PANEL
FASTEN SHEATHING TO HEADER WITH 8D COMMON OR EDGES SHALL BE
MAX. GALVANIZED BOX NAILS IN 3" GRID- FATTERN AS SHOWN AND BLOCKED, AND OCCUR
HEIGHT 3 "0.C. IN ALL FRAMING (STUDS, BL06XIN`AND SILLS) TYR WITHIN 24' OF MID-
10' HEIGHT. ONE ROW OF
TYR SHEATHING -TO-
MIN.WIDTH = 16 "FOR ONE STORY STRUCTURE FRAMING NAILING IS
MIN. WIDTH = 24" FOR USE IN THE.FIRST OF TWO \`� REQUIRED.
STORY STRUCTURES �`� IF 2x4 BLOCKING IS
USED, THE 2x4'S MUST
MIN ?x4 FRAMING ��E NAILED TOGETHER
MIN. WJ, H 316D SINKERS
3l8 "MIN. THICKNESS WOOD DOUBLE'��
STRUCTURAL PANEL SHEATHING 2x4 POST
MIN.4200 LB TIE -DOWN DEVICE (EMBEDDED INTO
CONCRETE AND NAILED INTO FRAMING) MIN. 1000 LB
TIE DOWN
SEE SECTION R602.10.3.3 DEVICE
M r
,
,
L
L '
. - '.I
For SI: 1 inch = 25.4 nun, 1 foot = 304.8 mm, 1 pound force = 4.448 N.
FIGURE R602.10.3.3
METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS
EXTENT OF HEADER (TWO BRACED WALL SEGMENTS)
TOP PLATE CONTINUITY IS SIDE
EXTENT OF HEADER (ONE BRACED WALL SEGMENT) I REQUIRED PER SECTION 8602.3.2 ELEVATION
• MIN. 3"x 11.25" NET HEADER '
• • • • HEADER SHALL OCCUR AT TOP OF WALL '
2' TO 18' (FINISHED WIDTH)
NAILS IN 3' GRID PATTERN AS SHOWN AND 3' O.C. IN
FRAMING AS SHOWN (STUDS AND SILLS) TYR
FASTEN SHEATHING TO HEADER WITH BD COMMON BRACED
r WALL 16D SINKER
I SEGMENT NAILS IN 2 ROWS
MINIMUM 1000 LB HEADER -TO -JACK STUD STRAP ON I PER @ 3' O.C.
MAX. BOTH SIDES OF OPENING PER TABLE 8602.10.4.1.1 R602.10A
HEIGHT (INSTALL ON BACKSIDE AS SHOWN ON SIDE ELEVATION)
10'
HEADER SHALL BE FASTENED TO THE KING STUD WIT 1000 HEADER -
T UD
6-16D SINKER NAILS ON BO C KS TH SIDE STRAP
ON 60DES
NO. OF OF OPENING
FORA PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE JACK STUDS
PER TABLE
/�
BLOCKED AND OCCUR WITHIN 24 'OF MID HEIGHT. ONE
8502.5(1 &2)
ROW OF TYR SHEATHING -TO- FRAMING IS REQUIRED IN EACH
PANEL.
WOOD STRUCTURAL PANEL STRE14GTH AXIS
MIN. (2) 2x4 TYR '!is' MIN.
THICKNESS WOOD
STRUCTURALPANEL
MIN. LENGTH BASED ON 4:1 HEIGHT -TO- LENGTH RATIO: I • I • I • I SHEATHING
• • I • I FOR EXAMPLE: 24 'MIN. FOR 8' HEIGHT I I I I
I I 0 =a A l 0 la
I I �
MIN. 2.5 "x'1,6 "PLATE WASHER
I " ((
ANCHOR BOLT PER R403.1.6 TYP..- -� -� 4 NG ik O z, C L-t S
For SI: 1 Och = 25.4 mm, 1 foot = 304.8 mm, 1 pound force = 4.448 N.
FIGURE R602.10.3.4
METHOD PFG PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C
172 2009 INTERNATIONAL RESIDENTIAL CODE®