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<br /> DESIGNED BY: DATE:
<br /> 421-0" 51_511 , 31-0" 351-0" 10'-0" / 61-0" / OP 2O I q
<br /> - -Y / e� DRAWN BY: DATE:
<br /> 1041-811 / AG 10/11/1c1
<br /> PROJECT MANAGER:
<br /> B Q GI-IARLES PATTON
<br /> W® REVISED BY: DATE:
<br /> ,,,,, 1 i,....,' ..-.'.." . (:::)QUNATQN F AN
<br /> . .,., SCALE: 1/4" = I1-011 FOOTING S IH ULE
<br /> FOUNT- ATI ON NOTES: 1500 PSF SOIL BEARING CAPACITY
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<br /> I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS $ LATERAL BY: DATE:
<br /> CONDITIONS PRIOR TO CONSTRUCTION. SYMBOL MEI 10/1/I01
<br /> 2. ALL FOOTINGS TO REST ON UNDISTURBED SOIL. LATERAL JOB NUMBER:
<br /> 3. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE NOTE: SEE '5' SHEETS FOR 48"# 42"# OIq-4qq
<br /> TREATED. LATERAL INFORMATION 36"1:133011 24"rli 18
<br /> 4. SOFFIT, VENT INSULATE CANTILEVERED AREAS. ENGINEERING DETAILS ® , H ■ ■ ■
<br /> A5
<br /> 5. STEP FOUNDATION PER SITE CONDITIONS.
<br /> 6. 1,500 P.S.F. ASSUMED SOIL BEARING CAPACITY SHALL BE
<br /> VERIFIED IN FIELD.
<br /> F;?5
<br /> 1. SEE SHEET Al FOR ADDITIONAL NOTES.
<br /> 8. SEE SHEET A2 FOR FOUNDATION VENTILATION CALCULATION. SIZE AND REBAR
<br /> 45"x48"x10" GONG. 42"x42"x10" GONG. 36"x365"10" GONG. S0"x30"x10" GONG. 24"x24"x121' GONG. IS"x13"x12'1 GONG. A I 5
<br /> FTG. w/ #4 @ 10" FTG. w/ #4 @ 5" FTG. w/ #4 @ q" FTG. w/ #4 @ 1" FTG. w/#4 @ 5" 0.0. FTG. w/#4 @ 5.5" O.G.
<br /> O.G. E/W (5) MIN. O.G. E/W (5) MIN. O.G. E/W (4) MIN. O.G. E/W (4) MIN. EA. WAY (5) MIN. EA. WAY (3) MIN.
<br /> ANW WOODINVILLE OFFICE
<br /> JOB NUMBER:
<br /> I'11OI31
<br />
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