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0 <br />O <br />oc I <br />Ln <br />I, <br />40'-0" <br />13'-0" 1 27'-0" <br />-0" 12'-0" 2'-3 1/2" 8° 7'-0" 8" 4'-7' 8" 7'-0" 8" 3'-5 1/2"k� L -------------- e- <br />F12 <br />F03C <br />51.0 24"x24"x12" CONC FTG w/ #4 51.0 <br />I REBAR 0 6" O.C. EA WAY VERIFY M.O. VERIFY M.O. <br />ao <br />: <br />F110 <br />VARIES <br />0 -0eF07 <br />AFO <br />a <br />J � <br />w/OPT. SCREEN <br />S1.0 <br />S1.0 <br />o <br />� <br />I ENCLOSURE <br />_cn <br />100 <br />1'-51/2" `O <br />81/2n <br />10'-2" <br />8' <br />� <br />SOLID POUR <br />A <br />SOLID POUR ` <br />N L <br />Ln <br />VERIFY M:O. <br />S.C. <br />. <br />lot <br />• <br />I. <br />Fo1 <br />I <br />00 <br />S1.0 <br />d- <br />3'-01/2" <br />9" <br />I <br />� <br />in <br />I <br />00 <br />� I <br />0 -On <br />�' <br />-5 1 <br />w <br />Uj <br />• <br />S. C. <br />F26 <br />S1.0 <br />d- <br />I <br />co <br />I <br />'I <br />I <br />S.C. <br />O <br />LID <br />REFER <br />TO ARCHITECTURE FOR <br />"o <br />1 <br />Ln <br />O <br />AC <br />AL WALL LOCATION F08 <br />o <br />i <br />� <br />S1.0 <br />Of <br />I <br />REFER TO ARCHITECTURE FOR <br />— <br />ACTUAL WALL LOCATION F08 <br />o <br />- <br />VARIES <br />sto <br />Go <br />S.C. F�_ <br />Tj N <br />N <br />START SLOPE �— <br />I <br />HERE '� <br />REFER TO DETAIL FOR <br />I <br />FLUSH ENTRY CONDITION <br />20'-9" <br />FOS - <br />VARIES <br />S1.0 <br />co <br />S. C. <br />S. C. <br />•I <br />N <br />\ <br />7 <br />II <br />w o <br />o <br />� <br />1 <br />o <br />F04 <br />S1.0 <br />F07 <br />SOLID POUR vo <br />SOLID POUR <br />(� <br />00 <br />S.C. = <br />S.C. <br />• <br />• <br />7 1/2" I <br />M <br />7 1/2" <br />S 4" <br />i <br />Q, <br />FOB <br />VERIFY <br />. <br />I <br />�' <br />1 <br />n <br />o <br />M.O. _ I <br />F04 <br />� <br />S1.0 <br />F01 <br />F01 <br />0 <br />ITO-1 <br />S1.0 <br />• <br />*67 <br />`r <br />L <br />� <br />-] <br />o VERIFY <br />M.O. <br />o <br />,. <br />. <br />. <br />N <br />_I <br />I <br />N <br />VERIFY M.O. <br />2'-10" 8" 7'-0" <br />14'-0" <br />FOUNDATION PLAN - <br />SCALE: 1/4"=1'-O" <br />1'-8 1 /2" <br />2'-10" <br />4'-7" 21'-5" <br />40'-0" <br />1'-8 1 /2" <br />LEGEND SYMBOLS <br />❑m 8x8 FILLED CELL W/ 15 REBAR <br />F@T21 Sx8 FILLED CELL W/ (2)#5 REBAR 0 INSIDE FACE <br />0 8x8 FILLED CELL W/ NO REBAR REQUIRED <br /><4 45' CMU -FILL CELLS W/ J5 REBAR <br />12x12 FILLED CELL W/ (4)-15 REBAR <br />ELE ELEVATION INDICATOR - ELEVATION NOTED IS <br />RELATIVE TO FINISH FLOOR DATUM = 0'-0' <br />DETAIL WDICATOR <br />FLOOR SLAB NOTES: <br />3 1/2" 2,500 PSI CONCRETE SLAB ON 6MIL VAPOR BARRIER LAPPED 6' <br />AND TAPED OVER CLEAN COMPACTED SOIL <br />SLAB REINFORCEMENT <br />FLOOR SLABS SHALL BE REINFORCED BY STEEL REINFORCING BARS AT <br />REENTRANT CORNERS SUCH AS INSIDE CORNERS OF AN 'L' SHAPED SLAB. <br />REENTRANT CORNERS SHALL HAVE TWO PIECES OF REBAR, 36' (914mm) <br />LONG, PLACED DIAGONALLY TO THE CORNER, 12' (305mm) APART, WITH <br />THE FIRST BAR PLACED 2' (51mm) FROM THE CORNER. ALL <br />REINFORCEMENT SHALL BE SUPPORTED TO REMAIN IN PLACE FROM THE <br />CENTER TO THE UPPER 1/3 OF THE SLAB FOR THE DURATION OF THE <br />CONCRETE PLACEMENT. <br />PLUMBING NOTES: <br />REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE <br />LOCATIONS <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NI ESE, PE <br />P.E. # 86025 FLORIDA <br />12/17/20 <br />DATE <br />o. 860 <br />TATE <br />�i � RIDp'••' �?�• <br />00 <br />O� <br />M <br />r-+ <br />v <br />°O <br />� <br />O <br />00 <br />n� <br />F--1 <br />� <br />� <br />o <br />v� <br />-M <br />N <br />v� <br />UM <br />O <br />N <br />I0-� <br />�Pulte-'x <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Pulte <br />O'r .. -C I") . \ n 1 n \ 1 n A \ r) 0 1 n n 1.., ..,. 1-% ...,! .,. \ 'I n % A /f-% \ M 1 ... ,, I , ., , :.,% 4. \ r) O.1 n r, n n \ T: 4. 1 .. m I .. I .... \ 1 . 4. c .,.. ,. . c:... I" 1...... C A C A ....,. <br />