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<br /> TOP OF FOOTING E V. 94'-0"AT ALL
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<br /> i MATCHLJNE EFER TO 2/S-3 FOR CONTINUATION 111 MAIN STREET,SUITE 108
<br /> 1-2" �y� v �' ®�
<br /> I v )1 7,, d, Ir�• EDMONDS,WASHINGTON 98020
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<br /> PHONE 42S 778-$500
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<br /> FAX A25;778-5536
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<br /> JOB No: 98072
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<br /> SLAB oN GRADE;
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<br /> WALL
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<br /> I Ii,CMU WALL ABOVE
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<br /> 110
<br /> 24'-6" 24'-0" 12'-0" I
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<br /> 24'-0" 12'-O" 15'-0" 36'-5" 36'-7"
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<br /> 0 0 © © k 0 0 0 FOUNDATION NOTES
<br /> 0 H I -X I—
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<br /> 1, X INDICATES FINISHED FLOOR ELEVATION. 3 O 0 a
<br /> 2. CONTRACTION JOINTS(OR CONSTRUCTION JOINTS AT CONTRACTOR'S OPTION) <Z Z
<br /> ARE DENOTED AS"CJ"AND SHALL BE LOCATED AS SHOWN " W =
<br /> 0 PARTIAL FOUNDATION PLAN 3. WHERE SLAB ON GRADE IS INDICATED SLAB SHALL BE 5"THICK WITH Q O CK < O 1
<br /> SCALE: 1/8"_1=0' '' f 6 x 6 W2.9 x W2.9 WELDED WIRE FAERIC REINF. I-ce 1
<br /> SLAB SHALL BE POURED OVER 2"OF SAND OVER A 6 MIL.PLASTIC
<br /> MEMBRANE AND PLACED ON 6"OF 5/8"MINUS CRUSHED ROCK. CI j Q
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<br /> 4. U': ' - AB ON GRADE AT IN .`1TORY PA'- 'G BACKFILL O tO F"" q
<br /> RETAINING WALLS W/STRUCTURAL FILL.COMPACTED
<br /> PER STRUCTUR�.L NOTES,FOUNDATION SECTION, 0 CO � < 'I
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<br /> 5. TOP OF FOOTING3 SHALL BE 12"BELOW FINISHED FLOOR ELEVATION,
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<br /> UNLESS NOTED OTHER SE. SHEET:
<br /> 6. REFER TO COLUMN SCHEDULE ON SHEET S-6 FOR COLUMN SIZE AND x(0331 ,
<br /> BASE PLATE DESIGNATION.
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<br /> 1'-0"WIDE x 1'-0"DEEP THICKENED SLAB FOOTING W/(2)-#5 LONG.BARS.
<br /> 6816 Evergreen Way
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