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'!i' x 10" steel anchor bolts 6' -0"
1 12" x 10" steel anchor bolts 6' -0" Lap siding over O.C. max., 7" min. penetration max.
O.C. , foundation a
max 7" min. penetration max.
12" from corner and 12" from each
e _Q { L •. - minimum of 1" end of plate (min.2 bolts per plate).
12" from corner and 12" from each £iY
*t a en late min.2 bolts per plate). Bottom plate shall be min. 8"
d of
n�� ✓L plate above grade, or be treated 7 y
t2( over'
1 e Bottom plate shall be min. 8" wood or decay resistive wood r, }`
q above grade, or be treated 6" min. :a ^' r
Sidi g
oundatiolt Fin] 3 ?/z' Minimum t`
wo or resistive wood shed :: r�� ,,;. i =`4 • °K
_� L ; 4 ; concrete slab v
VM
imum of 1 � >�i S grade A 7G, s�
P t
Y:> ' 3 Minimum r Fiberboard expansion joint
Concrete Slab �`
`= Provide #4 rebar vert. @ 4' -0"
O.C. insert rebar into concrete
ode ; ` it r_lRr a :.:.;: ; > •:i: i .:
r;t s}s3 footing or keyway
i ,' #4 rebar min. Note: Check
Cont. top & with local
— T bottom with 18" building #4 rebar min. continuous top of
egk LVithloca
C I �� I laps departmentfor stemwall&at footing with 18"laps
h , swelling soils. ;.:. r • ;': ;
I dg artment for - / / caissons may '_; • „.` ''
!19 3 ..
ling soils. Cns _ !i (�.D 3 , be required
'`f•'. "i >s " >`: r`
be;�equired.' -
SAC Se G: L'63
I - Extent of header
Double portal frame (two braced wall panels)
Extent of header
: Single portal frame (one braced wall panel)
-
6' to 18'
±? Typical portal frame
ii
1,OOOIb.strap construction
1,000 lb. strap opposite sheathing
Fasten top plate to header with two rows For a panel splice (if
ie of 16D sinker nails at 3" O.C. typ. needed), panel edges
Fasten sheathing to header with 8D common or shall be blocked, and
tea galvanized box nails in 3” grid pattern as shown and occur within 24' of
3x; 3" O.C. in all framing (studs, blocking, and sills) typ, . mid - height. One row i
Pe! - of typ. sheathing A o-
,1 framing nailing is
Min width = 16" for one story structures required. If 2x4
t • ;, , Min width = 24 for use in the first of two story structures blocking rs used, the
2x4's must be nailed
Min. 2x4 framing Min. double together with 3 16D
r 3/8" min. thickness wood
2x4 post sinkers
t structural panel sheathing
Min. 4,200 lb. tie -down device (embedded into
x4 concrete and nailed into framing Min. 1,000 lb.
= tie down • a
device
See Section R602.10.6.2
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