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0 <br />li <br />I <br />0c <br />40'-0" <br />27'-0" 11 13'-0" <br />F12 3'-5 1/2" 8" 7,-0" 8" L. 4,-7" 8" V 7'-0" 8" 2'-3 1/2" 12'-0" '-0' <br />F03C <br />S1.0 24"x24"x12" CONC FTG w/ #4 S1.0 <br />-'•� VERIFY M.O. VERIFY M.O. REBAR @ 6" O.C. EA WAY <br />F01 <br />F07 o'-o" <br />■ <br />00 <br />\ �— <br />F11 <br />o o <br />co <br />VARIES <br />`- o S1.0 gSj6p <br />S1.0 <br />S1.0 <br />o <br />\ w/OPT. SCREEN OUTDOOR <br />• <br />M - <br />co <br />ENCLOSURE <br />KITCHEN <br />1'-5 1/2" <br />10'-2" <br />SOLID POUR <br />A <br />I d <br />SOLID POUR <br />\ <br />Ln <br />S.C. <br />N <br />VERIFY M.O. — <br />L <br />F01 <br />g" <br />3'-01/2" <br />• <br />— <br />I <br />I <br />'- <br />5 1 2" <br />n <br />w <br />01-011 <br />• <br />� <br />S. C. <br />F26 <br />S1.0 I <br />00 <br />co <br />• <br />I <br />I <br />a <br />S. C. <br />1 <br />REFER TO ARCHITECTURE <br />FOR <br />1 <br />F08 ACTUAL WALL LOCATION <br />`n <br />S1.0 <br />0 <br />REFER TO ARCHITECTURE FC`. <br />F08 ACTUAL WALL LOCATION <br />VARIES <br />D <br />C <br />S1.0 <br />CV <br />\ <br />N <br />S. C. <br />� <br />�^ START SLOPE <br />HERE <br />REFER TO DETAIL FOR <br />FLUSH ENTRY CONDITION <br />20'-g" <br />- <br />d <br />VARIES <br />- FO8 <br />Ln <br />co <br />S1.0 <br />S. C. <br />S. C. <br />o <br />I <br />� <br />F04 � <br />Q <br />N <br />II <br />I <br />C"']FO7 <br />_ <br />SO <br />C'oSOLID <br />POUR <br />SOLID POUR <br />S.C. <br />S. C. <br />%• <br />• <br />7 1/2° <br />� <br />7 <br />171/2" <br />• <br />FO6� <br />S1.0 <br />3, ' 4„ <br />r <br />17 <br />F04Nm <br />7I <br />VERIFY <br />M.O. U'-1S1.0 <br />F01 <br />F01 <br />� <br />S1.0 <br />S1.0 -� <br />• <br />• • <br />• <br />• <br />• <br />o <br />L <br />J <br />VERIFY <br />M.O. o <br />I <br />N <br />-I <br />N <br />i <br />. <br />I■ <br />1'-8 1/2" <br />1'-81 /2" <br />�8" <br />21'-5" 4'-7" <br />40'-0" <br />FOUNDATION PLAN - <br />SCALE: 1 /4"=1'-O" <br />2'-10" <br />VERIFY M.O. 7'-0" 8" <br />14'-0" <br />2'-10" <br />LEGEND SYMBOLS <br />10 8x8 FILLED CELL W/ 15 REBAR <br />FO-T-21 8x8 FILLED CELL W/ (2)#5 REBAR @ INSIDE FACE <br />0 8x8 FILLED CELL W/ NO REBAR REQUIRED <br />45' CMU - FILL CELLS W/ #5 REBAR <br />12x12 FILLED CELL W/ (4)-#5 REBAR <br />ELLEV ELEVATION INDICATOR - ELEVATION NOTED IS <br />`F RELATIVE TO FINISH FLOOR DATUM = 0'-0" <br />y�y DETAIL INDICATOR <br />M <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 NIESE, PE <br />P.E. # 86025 FLORIDA <br />12/17/20 <br />DATE 1�yi>11fE1 t1 <br />No. 8602 <br />�0 •• I Q ` <br />1 <br />#I <br />00 <br />m <br />Mo <br />v <br />e--a <br />o0 <br />• r-�1 <br />t7 <br />V J\ <br />O <br />00 <br />v <br />U <br />`.' <br />ccs <br />•O <br />N <br />I� <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX XX XXXX <br />�V DAIE IPTM <br />PROJECT TYPE <br />Single Family <br />SPECIFICATION LEVEL <br />Pulte <br />',,-C n. \ n1 n\ 1 n A \ r)01 n nL,,r�,,,. ., n , A , \ 1 nlAin\ 01 ....111,, .... 4.\ r)Q1 n PZnn\ T:-� I, D I , , I , , \ i ..4.c,.,.. ,*.41,.n,.,,,. E- A c A..,,,. <br />