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WALL CONSTRUCTION
•
•
-EXTENT OF HEADER
DOUBLE PORTAL FRAME(TWO BRACED WALL PANELS) •
'A A • EXT N OF DER�
I L- PORTAL e•ME(• BFD��D WA PAN iir
'• MIN.'!'X 11.26' NET HEADER .•
., 4xia . . . .
6'TO 18' I 1
•• FASTEN TOP PLATE TO HEADER WITH TWO I� TYPICAL PORTAL }
•
.• !1 ROWS OF 16D SINKER NAILS AT 3.O.C.TYP. 1 ''LB FRAME ..
•• II STRAP" P CONSTRUCTION ..I ••
• II •
•' ' 1000 LB STRAP OPPOSITE SHEATHING • ••
• IlPI F ORA PANEL SPLICE FASTEN SHEATHING TO HEADER WITH 8D COMMON OR F NEEDED),PANEL •.i
•▪• •• GALVANIZED BOX NAILS IN 3"GRID PATTERN AS SHOWN AND EDGES SHALL BE •
MAX. •• 3"O.C.IN ALL FRAMING (STUDS,BLOCKING,AND SILLS)TYP. ill OCKED,AND OCCUR . ; •
HEIGHT •.� . •• '' WITHIN 24"0 F MID- ••! l••
10' .•i HEIGHT.ONE ROW OF •Ti: : : 4•
•• •• MIN.WIDTH=16"FOR ONE STORY STRUCTURES ''f ,Ja �-
TYP.SHEATHING-TO-
• _ON MIN.WIDTH=24"FOR USE IN THE FIRST OF TWO ''p. FRAMING NAILING IS ..'I I.•
STORY STRUCTURES REQUIRED. ••i H
• del IF 2X4 BLOCKING IS ••f i••
MIN.2x4 FRAMING MIN. •(fr '••
• USED,THE 2X4'S MUST •
.11 3/8"MIN.THICKNESS WOOD DOUBLE di BE NAILED TOGETHER
88 STRUCTURAL PANEL SHEATHING 2x4 POST In WITH 3 16D SINKERS •' ••
• 0 MIN.4200 LB TIE-DOWN DEVICE(EMBEDDED INTO • •• •••
I8 CONCRETE AND NAILED INTO FRAMING) All MIN.1000 LB -• • .•
_ IPr TIE DOWN -1..
E i SEE SECTION R602.10.6.2 ��� DEVICE
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For SI: 1 inch=25.4 mm,I foot=304.8 mm,1 pound=0.454 kg. jr
FIGURE R602.10.6.2
ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING
tinuous across the entire length of the braced wall R602.10.7 Panel joints.All vertical joints of panel sheath-
line. The foundation shall be reinforced with not ing shall occur over,and be fastened to,common studs.Hor-
less than one No.4 bar top and bottom. izontal joints in braced wall panels shall occur over,and be
Where the continuous foundation is required to fastened to,common blocking of a minimum 1'/2 inch(38
mm
have a depth greater than 12 inches (305 mm), a )thickness.
minimum 12-inch-by-12-inch (305 mm by 305 Exception: Blocking is not required behind horizontal
mm)continuous footing or turned down slab edge joints in Seismic Design Categories A and B and
is permitted at door openings in the braced wall detached dwellings in Seismic Design Category C when
line.This continuous footing or turned down slab constructed in accordance with Section R602.10.3,
edge shall be reinforced with not less than one No. braced-wall-panel construction method 3 and Table
4 bar top and bottom.This reinforcement shall be R602.10.3(1),method 3,or where permitted by the man-
lapped not less than 15 inches(381 mm)with the ufacturer's installation requirements for the specific
reinforcement required in the continuous founda- sheathing material.
tion located directly under the braced wall line. R602.10.8 Connections.Braced wall panels shall be con- I
• nected at wall top and bottom in accordance with the provi-
2. In the first story of two-story buildings,each wall p
panel shall be braced in accordance with Item 1 sions of this section.
above,except that each panel shall have a length of
not less than 24 inches(610 mm).
6-20 2008 OREGON RESIDENTIAL SPECIALTY CODE
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8130/03
Single Family Residential One Story Detached Garage •
Foundation Detail A j
li
'/z"x 10"steel anchor bolts 6'-0"O.C. max.,7"
min.penetration max.12"from corner and 12"from
Lap siding over foundation a each end of plate(min.2 bolts per plate).
minimum of 1"' Bottom plate shall be min.8"above grade,or be j—
treated wood or decay resistive wood
a Lo-,
31/z"Minimum Concrete Slab
6"min. k♦
Finished grade ::'
I
18"min. , • '_� #4 rebar min.cont.top&bottom
Note: Check with local building /
department for swelling soils.
Caissons may be required. ,,f•
8" 'I /.
Foundation Detail B
mix 10"penetration anchor bolts 6'-0"O.C. an ma 7"
min.penetration max,12"from corner an. 12"
from each end of plate(min.2 bolts per •a .° 1
Lap siding over foundation r
a mini urn of 1" It Bottom plate shah be min.8" ••v- grade,or
be treated wood or de •-sistive wood
A ,....7.....74„,
6"mm
Finished grade aka. ;;:.,�.. .:;.,C.. 146911Thdilifir.3'1z"Mi . urn concre - slab•
WP-..WO, .. ., .
�� ••�'rovi. #4 rebar rt. @ 4'0"0.'.insert
) bajntooncr:. a footing or ke way
PONote• i eck wit ocatbuildi A!tillPP
d-•- . entfor-- oiling so' -.
Ca ons may •e requi o. _.. - reba in •ntinuous top • stemw- at footing
•
is handout was developed y the Coloradathapter a he ' T .
nternational Code Counc' as a basic pla/submittal .nder '
the 2003 International sidential Cow.It is not i,• ended
to cover all circumsta es.Check with your Department
Building Safety for ditional requirements. /
4
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