Plans (2) 11280 SW 78:14t Av.e MST2ot9-OU2ot
WALL CONSTRUCTION
PANEL LENGTH PER TABLE R602.10.3.2 •
I
IL 1
FOR PANEL SPLICE(IF NEEDED)
•
ADJOINING PANEL EDGES SHALL
•
\
MEET OVER AND BE FASTENED TO
• COMMON FRAMING
INI
1 r r c i
MON.e/e"THICK WOOD STRUCTURAL 8D COMMON OR GALV.BOX
i PANEL SHEATHING ON ONE FACE----------2:—.- NAILS @ 6"O.C.AT PANEL EDGES.
MINIMUM 2 x 4 FOR SINGLE STORY AND AT 4"O.C.
w PANEL EDGES FOR THE FIRST OF 2
= FRAMING,MINIMUM STORIES.
—J
DOUBLE STUDS \a
3 REQUIRED 8D COMMON OR GALV.BOX
STUDS UNDER HEADER AS NAILS @ 12"0.C.AT
wREQUIRED �- INTERIOR SUPPORTS
HOLD-DOWN OR STRAP-TYPE
co t ANCHOR PER TABLE (2)'W'DIAMETER ANCHOR BOLTS
R602.10.3.2.(BOTH SHOWN FORPER FIGURE R403.1.1,LOCATED
CLARITY.)STRAP-STYLE BETWEEN 6 AND 12 INCHES OF
ANCHORS SHALL BE PERMITTED EACH END OF THE SEGMENT
TO BE ATTACHED OVER THE
WOOD STRUCTURAL PANEL MINIMUM REINFORCING OF
.... ... _ ..., j. ..... .11 - _ I FOUNDATION,ONE#4 BAR TOP AND
I I I BOTTOM OF FOOTING.REINFORCING
— L.,L L.i SHALL BE LAPPED 15 INCHES
MINIMUM FOOTING SIZE UNDER
OPENING IS 121(12".A TURNED-DOWN
SLAB SHALL BE PERMITTED AT DOOR
OPENINGS.REINFORCING SHALL
For SI: 1 inch=25.4 mm. BE AS SHOWN ABOVE.
FIGURE 8602.10.3.2
ALTERNATE BRACED WALL PANEL
EXTENT OF HEADER
DOUBLE PORTAL FRAME(TWO BRACED WALL PANELS) -
EXTENT OF HEADER
SINGLE PORTAL FRAME(ONE BRACED WALL PANEL) e
______________________
I _
I.
. ...r
,I. , , ,„J MIN.3”x 11.25"NET HEADER ��
I. .11
,I4 6 TO 18' �I e 'ti-
I II
FASTEN TOP PLATE TO HEADER WITH TWO TYPICAL PORTAL
FRAROWS OF 16D SINKER NAILS AT 3"O.C.TYP. 1000 LB CTION L$
•• �� STRAP CONSTRUCTION ..
1000 LB STRAP OPPOSITE SHEATHING
•• •• FOR A PANEL SPLICE •• ••
•• •• FASTEN SHEATHING TO HEADER WITH 8D COMMON OR •(IF NEEDED),PANEL • ::
MAX. .. .. GALVANIZED BOX NAILS IN 3"GRID PATTERN AS SHOWN AND BLOCKED,AND OCCUR • ••
HEIGHT • ••
3"O.C.IN ALL FRAMING(STUDS,BLOCKING,AND SILLS)TYP. WITHIN 2420F MID- •• ••
10' •• HEIGHT.ONE ROW OF ••
I I .. TYP.SHEATHING-TO- ••• • ,• ,
•
REQUIRED. •
SEE NOTE"a"BELOW FRAMING NAILING IS
•. !• IF 2x4 BLOCKING IS •• ••
•. •• USED,THE 2x4'S MUST ••
E
•• — 2x4 FRAMING BWNTHAILED
3 60 SINKERS .. ••
.• .. MIN.
•• 3/8"MIN.THICKNESS WOOD DOUBLE •• ::
STRUCTURAL PANEL SHEATHING 2x4 POST
I I .. SEE NOTE"b"BELOW ::
II MIN.
D100OW0N LB
••
• seam•• DEVICE Y ,
. • ...
• •I• SEE SECTION R602.10.3.3 1
1;-_ i
4116. I 3 MIMI
For SI:1 inch=25.4 mm,1 foot=304.8 mm,1 pound force=4.448 N.
a. Min.width—20 inches for a one-story structure with 10-foot plate height,18 inches for a one-story structure with 9-foot plate height and 16 inches for a one-story
....)7(......
structure with 8-foot plate height.Min.width—30 inches for use in the first story of a two-story structure with a 10-foot plate height,26 inches for use in the first
story of a two-story structure with a 9-foot plate height an c 4 inches for use in the first story of a two-story structure with a 8-foot plate height.
b. Min.3500 lb tie-down device(embedded into concrete and nailed into framing).
FIGURE R602.10.3.3
METHOD PFH:PORTAL FRAME WITH HOLD-DOWNS
6.26 2011 OREGON RESIDENTIAL SPECIALTY CODE