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e <br />0 <br />I <br />Qc <br />N <br />co <br />0 <br />I <br />.s <br />0 <br />0 <br />0 <br />T <br />40'-0" <br />26'-4" <br />F03C ,-On 11'-8n ,_0 <br />51.0 24"x24"x12" CONIC FTG w/ #4 <br />REBAR ® 6" O.C. EA WAY <br />F03C <br />S1.0 <br />F11 F11 <br />0 <br />27'-0" <br />• <br />S1.0 13'-0" S1.0 <br />CIDF12 <br />3'-5 1/2" g" 7'-0" 8" L. 4'-7" 8" V 7'-0" 8" 2'-3 1 <br />2" <br />S1.0 <br />VERIFY M.O. <br />VERIFY M.O. <br />. <br />.. <br />gal lololl•• <br />- <br />• <br />N O O <br />F01 <br />F07 0'-0" <br />N <br />VARIES o <br />Ln <br />S1.0 <br />S1.0 <br />• <br />0 <br />M _ o <br />c" <br />81/2n c-CI 1'-51/2" <br />!t2 <br />8" 10'-2" <br />_; <br />SOLID POUR <br />N <br />\� <br />SOLID POUR <br />Ln <br />N <br />VERIFY <br />M.O. M <br />• <br />S.C. <br />RN, iol• <br />�Rl� <br />x <br />00 <br />�r <br />9"j <br />3'-0" <br />S1.0 <br />• <br />• <br />o <br />I I <br />I <br />o <br />Lr) <br />512' <br />OIL 01-0. <br />F26 <br />IC-4 <br />S1.0 <br />co <br />co <br />S. C. <br />CD <br />• <br />in <br />O <br />CV <br />I <br />'ice <br />I <br />co <br />co <br />O <br />� o <br />Lrl_ I <br />W� M <br />• <br />••,� <br />O <br />I <br />cn <br />d <br />cV <br />NF7 <br />S. C. <br />I <br />I <br />10 <br />S1.0 <br />START SLOPE HERE--Z <br />LOCATION PER <br />i <br />• <br />• <br />ARCHITECTUREI <br />20'-9" <br />FO8 <br />vARIEs <br />S1.0 <br />100 <br />Co <br />S.C. <br />S. C. <br />I <br />o <br />I <br />F04 1co <br />I <br />o <br />S1.0 o <br />F07 <br />SOLID POUR <br />Toao <br />SOLID POUR <br />• <br />S.C. <br />S. C. <br />7 1/2" <br />112" <br />-' <br />Ne 3 -4n <br />FO6 <br />c"o <br />VERIFY a, <br />I <br />S1.0 I, <br />- 1 M.O. <br />a <br />"n• <br />�o <br />F01 <br />N <br />S1.0 <br />• <br />•• <br />•• <br />• <br />• <br />N <br />o <br />F01 F01 <br />0 <br />VERIFY M.O. <br />CV <br />�• <br />S1.0 S1.o..0110 <br />CV <br />N <br />1'-8 1 /2" 1'-8 1 /2" <br />8" 16'-8" 8" <br />11 <br />21'-5" 4'-7" <br />40'-0" <br />FOUNDATION PLAN <br />SCALE: 1/4"=1'-O" <br />VERIFY M.O. <br />3'-2" 7'-8" <br />14'-0" <br />3'-2" <br />LEGEND SYMBOLS <br />8x8 FILLED CELL W/ 15 REBAR <br />• 2 <br />8x8 FILLED CELL W/ (2)#5 REBAR 0 INSIDE FACE <br />❑O <br />8x8 FILLED CELL W/ NO REBAR REQUIRED <br />45' CMU -FILL CELLS W/ #5 REBAR <br />12x12 FILLED CELL W/ (4)-15 REBAR <br />ELE� <br />ELEVATION INDICATOR - ELEVATION NOTED IS <br />XX <br />RELATIVE TO FINISH FLOOR DATUM = 0'-0" <br />DE AL INDICATOR <br />FLOOR <br />SLAB <br />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 />n THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />12-13-2019 <br />DATE <br />e' , <br />F <br />.8 <br />OF <br />' .04ORIOO' • ' ���� <br />Ln <br />CD <br />2 <br />0 <br />v <br />00 <br />oC�' <br />T__4 <br />�j <br />W <br />00 <br />M <br />O <br />0 <br />v J\ <br />O <br />OQ <br />n� <br />N <br />a` <br />.45 <br />w <br />C15 ll� <br />Ur__I <br />r <br />M <br />cz <br />o <br />it <br />bb <br />0 <br />PENIIIII <br />cf) <br />N <br />� <br />1*Pu lte <br />PRODUCT MANAGER <br />RELEASE <br />DATE: 11 /08 /2019 <br />PROJECT TYPE <br />Single Family <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />NPC CHILD NUMBER <br />2375.500 <br />SHEET <br />S1.1 <br />