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1.
Should the project become dela for any reason, and
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2.
se smic assign category - u
Concreteweatheringprobability—Severe
the time between the beginning of the project and the date
3.
Design wind speed -90 mph
stamped by the Engineer exceed one (1) year the plans
4.
Design ground snow load— 60-psf
must be reviewed for NYS Code changes by licensed
5.
Termite infestation — Slight to moderate
NYS Engineer or Architect prior beginning construction.
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7.
siy,tto moderate
Decay re category
Exposure category—B
2.
All construction shall comply with the Building Code of New
s.
wind-borne region -No
York State.
9.
Sell type—Sand (SJR, well drained
3.
The contractor/owner shall comply with all laws, rules and
ceneraf Design toads
ordinances of any public authority bearing on the
performance of the work.
t"
Floor load -100-psf live load plus dead load
4.
The contractor is solely responsible for all construction
Roof
-60•psf ground snow load
F_ -
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3144 CHAMPHER
EACH SIDE
T -in FLOOR SLAB
-in FLOOR SLAB o �.
o P
I ° _-----6-in POURED WALL
WITH (3) #4
orn POURED WALL CONTINUOUS REBAR
/ WITH (3) #4
CONTINUOUS REBAR
o� o REBAR PIN Q 48 -In oc
MIN 3 -in INTO FOOTER
o REBAR PIN @ 48 -in cc MIN 4 -in INTO WALL
MIN 3 -in INTO FOOTER
MIN 4 -in INTO WALL DOTER WITH
DOTER WITH (2) #4 CONTINUOUS REBAR
MIN. 48 -in BFG
(2) 44 CONTINUOUS REBAR
'l MIN. 48 -in BFG
D_2 Detail 2 - Foundation Center
D_3 Detail 3 - Foundation @ Drive Over A-2 Scale: l/2"=1'-0"
A-2 Scale: 112'= 1- 0" 0 1 2 4
-in WALL
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w/ (9) #8 VERTICAL REBAR
o #3 REBAR TIES
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BY REVISION
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