2013, 06-11 Permit App: BLD-2013-1083 Mechanical Fixtures06/11/2013 :23 5099228813
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11783 E Sprague Ave, Suite gra e ct # �✓ �%�—�� —C EJ
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Provide documentation on site to show
{ proposed foundation will support point
loads or revise as necessary.
�~ CEILING: '/:" GWB alto,
;` >• ,Water -Resift ive rafters or trusses 24' 0
Barrier required
texture used —otherwi
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R602.10.4:All exterior walls on a brace wall Eine on the
same story require continuous wood structural panel '-
sheathing per Fable R602.10.4.2 and minimum 24 inch
end corners without hold downs per 8602.10.4.4.
ANCHOR BOLTS — Minimum y, X 9,
with 7" concrete embedment at 6'
on center and 12" from ends of sill
plates
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Foundation Walls- 3000 psi Concrete to comply w1
S1abs,Garages,Carports & 11YC Table 404.1.1(1)
Porches- 2500 psi All Footings Continuous
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Min imurn depth for frost protection is 24 inches
measured from the bottom of the footing to finish grade.
Grade slope away from building a minimum 6 inches in
first 10 feet.
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� HS BUIL C 1@C4G SUBJECT
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Horizontal Reinforcement for Wall Height -
_<8 ft: (1) #4 who 12" of top & (1) 44 at mid height.
> 8 ft: (1) i#4 w/in 12" oftop & (1) 94 @ 1/3 points.
Vertical Rebar for > 4 ft- See Fable 18404.1,2(8)
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