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D I AGONAL I
OPT. 2820 -- ____ --
(FIELD- VERIFY
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8" X 4" X 8 114" d.
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CONCRETE FOOTING I
1 I (MIN. 2500
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I T.J.I. TRUSSES ABOVE, TYP. 1
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I FULL HT. 2X6 WALL I
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(LOAD -BRG.)
BASE^'IENT SLAB
4" CONC. SLAB OVER
I I 6 MIL, VAPOR BARRIER I
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3' -6 1/2" 13' -8 3/4"
LINE OF WD. 16
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- - - - --
_ -I6" WIDE X 8" DEEP
CONT. CONC. FOOTING
I (MIN. 2500 PS.1.) TYP.
8" POURED CONCRETE
ep (OR 8" CM.U.) FIN. WALL-
(TYPICAL)
`r F T.J.I. TRUSSES ABOVE, TYP.
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1 (OPEN RISERS) I I
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I T.J.I. TRUSSES ABOVE, TYP.
I STEP FTf _ W8 X 10 X 4' -I1"
STEEL BEAM
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— FULL HT. 2X6 WALL
(LOAD- BRG.) ---A
CHASE ABOVE
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CONCRETE FOOTING
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NOTE: DROP SLAB 4" FROM
TOP OF FOUNDATION WALL
GARAGE SLAB
4" CONC. SLAB W/
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CAS REQ'D.) OVER
4" GRAVEL BASE
13500 PS.I J
181-81,
DROP FNDTN. WALL I6"
AT GARAGE DR. OPNG.
1 1/2" WEATHERLIP --\
- - -- -------- - - - - -- - - - - -- --
BASEMENT WINDOW NOTE -0" 16' -0"
I. DA E ENT wmxw uN1Tb sworn Aim ANDEmwN 2s2dp eAsomE
UTILITY WMIC1116 U44 CH ALLOW 33 ea PT. OF CLEAR GLA66 AREA PER
EACH WMDOUI TIM NLrt*R OF MAEETENT WIND OJJB ON FOUPOAT10N 30' -0" OVERALL
PLAN P ""DE AN OVERALL AREA OF CLEAR QLA" 0404 IS A
MINIMLJ" i OF W ONE PERCENT OF TWE eAbBMW FLOOR AREA
Z. ALL SMEMENT WNI;Cko ARL14 OPTIONAL. PER DIVI6iaL
BASEMENT
FOUNDATION PLAN A & B STD. BRICK FRONT
SCALE: 1/4" =1' -0"
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