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20"H X 12'W M❑N❑LITHIC SLAB <br />WITH (2) #5 REBAR CONT. <br />❑M 3" CHAIRS TYP. <br />U.N.❑. <br />2X4 STUD WALL @ 16" D.C. <br />2X4 P.T. BOTTOM PLATE ATTACH TO SLAB WITH <br />1/2'X8' J BOLTS OR 1/2"X8" WEDGE ANCHORS <br />SPACED AT 24' D.C. MAX <br />F.F. <br />4.. <br />A. <br />01 <br />•a \j\\ 4' CONCRETE (3000PSI) WITH #10 <br />\\\� 6X6 MESH OR FIBERMESH ON 6 MIL POLY <br />/ VAPOR BARRIER OVER CLEAN <br />COMPACTED P❑IS❑N TREATED <br />• /\\ \� SOIL. VAPOR BARRI❑R <br />MATERIAL TO BE LAPPED <br />6'WITH SEAMS TAPED <br />12 <br />TYPICAL MO NO L YTHIC <br />FOOTING DETAIL <br />SCALE <br />N.T.S. <br />�—— — — — — — — — — — — — — — — — — — — — — — -- I <br />ao <br />I I <br />00 <br />I <br />I <br />1/2'x8' 'J' ANCHOR BOLTS OR <br />1/2'X8' WEDGE ANCHORS @ 24' D.C. <br />Ln <br />= <br />MAX SECURE SILL PLATE AT <br />CU <br />LOCATI❑NS SHOWN <br />I <br />I <br />I I <br />I I <br />ci <br />I I <br />c <br />I I <br />I I <br />Ln <br />cu <br />= <br />I I <br />= <br />I I <br />cc) <br />I I <br />co <br />I <br />3068 <br />L-------------------------J <br />1,_4W <br />�- 21' - 4 <br />151OTTOM PLATE ANCII-TOR DETAIL <br />FOUNDATION IF-ILAN <br />I hereby certif y that I have reviewed this plan and f ound it to be in <br />compliance with ASCE 7-10 and the Florida Building Code 5th Edition 2014 <br />David W. Smith, P.E. #53608 <br />