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1 <br />S4.0 <br />_ F-1 F-1 <br />Z <br />I ;<I <br />I I <br />4" CONCRETE SLAB L <br />OVER VAPOR BARRIER OVER <br />COMPACTED FILL. <br />FOUNDATION FLOOR FRAMING PLAN <br />SCALE : 1/4 " = 1'- 0" <br />FOUNDATION NOTES: <br />1. DO NOT SCALE DRAWINGS, REFER TO ARCHITECTURAL <br />DRAWINGS FOR ALL DIMENSIONS. <br />2. BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM <br />18" BELOW GRADE <br />3. 4" CONCRETE SLAB OVER 6MIL VAPOR BARRIER ON 6" <br />PF GRAVEL OR CRUSHED ROCK OVER FIRM <br />UNDISTURBED SOIL OR ENGINEERED COMPACTED <br />BACK -FILL. REINFORCE WITH 6 x 6 W1.4 x W1.4 WWF <br />4. ALL WOOD IN CONTACT WITH CONCRETE SHOULD BE <br />PRESSURE TREATED WOOD. <br />5. REFER TO GENERAL STRUCTURAL NOTES PAGE ON <br />S0.0 FOR ADDITIONAL REQUIREMENTS. <br />FOOTING SIZES: <br />F-1: 2'-0" x 2'-0" x 12" W/ 2#4 BARS E.W. <br />U <br />J <br />J <br />U) <br />Selo <br />Elf <br />~ <br />w <br />O <br />z <br />Y <br />G✓ <br />�QJJ <br />z <br />O <br />I J� <br />N <br />V <br />i00 <br />O) <br />ry <br />U <br />00 <br />O <br />(6 <br />N (0 <br />Oi <br />M <br />Q' <br />� <br />�.�/ <br />Elf <br />m E <br />N O <br />M <br />i <br />M <br />���/ <br />vJ <br />HNw <br />Lu <br />U <br />Z <br />Lu <br />0 <br />U) <br />Lu <br />.� <br />(3f/ <br />(M <br />O <br />J <br />N <br />rn <br />J <br />a� <br />L��yU <br />o <br />U co <br />w <br />O <br />i <br />a LL <br />oo <br />N <br />w <br />1..1_ <br />O <br />O <br />J <br />LL <br />Z <br />Z <br />J <br />O <br />n <br />� <br />O <br />o <br />z <br />z <br />� <br />o <br />of <br />u- <br />u- <br />w <br />w <br />a <br />N O <br />w <br />� Z <br />N <br />0 <br />ao O <br />M <br />N <br />SHEET <br />S1.0 <br />