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cl <br />cc <br />m <br />40'-0' <br />26'-4" <br />13'-8" <br />F03C '-0' <br />51.0 24"x24'x12' CONC FTG w/ #4 <br />REBAR 0 6" O.C. EA WAY <br />F03C <br />81.0 <br />F11 F11 <br />0 <br />—1.!!l <br />27'-0' <br />S1.0 13'-0" S1.0 <br />F12 <br />3'-5 1/2" g" 7'-0' 8' 4'-7' Ifin 1, 7'-0" 8' 2'-3 1 <br />2" <br />S1.0 <br />I <br />•'• <br />VERIFY M.O. <br />VERIFY M.O. <br />• <br />. <br />= N "O W <br />O <br />F01 <br />�� 0- <br />o <br />VARIES <br />S1.0 <br />S1.0 <br />I <br />O II I <br />� o <br />a 10 -2 <br />SOLID POUR I <br />nl <br />\ <br />SOLID POUR <br />M <br />N <br />VERIFY <br />M.O. .� <br />S.C. <br />• <br />• • <br />• <br />F01 <br />9' <br />3'-0' <br />— <br />I• <br />o <br />I I <br />i <br />= <br />I <br />1 <br />o <br />I <br />d <br />51 2'OL <br />0'-0" <br />F26 <br />( <br />_ <br />co <br />S.C.00 <br />I <br />I• <br />• <br />I <br />I <br />�- <br />( <br />I <br />N <br />_ <br />O <br />_I <br />II <br />fa <br />IcD <br />O <br />g O <br />I <br />�I <br />� M <br />II <br />••• I <br />I <br />_ <br />S.C. <br />I <br />N <br />I <br />� <br />I <br />� <br />C <br />I <br />S1.0 <br />START SLOPE HERE <br />LOCATI� ( N PER <br />I <br />� <br />ARCHOITECTURE <br />I <br />I <br />20'-9' <br />I <br />I <br />I <br />d- <br />I <br />VARIES <br />� <br />ao <br />S1.0 <br />S.C. <br />S.C. <br />I <br />6 <br />Ia <br />^� <br />I <br />S1.0 N I Fps <br />I <br />co <br />To <br />I SOLID POUR SOLD POUR <br />I <br />. <br />S. C. S.C. <br />4 <br />• <br />7 1/2- 7 1/2' <br />M <br />d <br />I <br />. <br />3'-4" <br />In <br />FO6 a, o VERIFY a, Lo <br />w M.O. Ln <br />N <br />I <br />S1.0 <br />^. <br />loin <br />VERIFY M.O. N <br />o <br />F01 FO1 <br />`* <br />o <br />`" <br />_ <br />S1.0 <br />001 <br />I <br />; <br />I <br />M <br />• <br />M <br />r r 1'-8 1/2' 1'-8 1/2" VERIFY M.O. <br />8" 16'-8' 8" 3'-2" 7'-8" 3'-2' <br />21'-5' f 4'-7" 14'-0" <br />40'-0" <br />FOUNDATION PLAN - <br />SCALE: 1 /4"=1'-O" <br />LEGEND SYMBOLS <br />0 <br />8x8 FILLED CELL W/ #5 REBAR <br />F@-F2j <br />8x8 FILLED CELL W/ (2)/5 REBAR 0 INSIDE FACE <br />QD <br />8x8 FILLED CELL W/ NO REBAR REQUIRED <br />45• CMU - FILL CELLS W/ 15 REBAR <br />❑u <br />12x12 FILLED CELL W/ (4)-15 REBAR <br />ELE� <br />ELEVATION INDICATOR - ELEVATION NOTED IS <br />RELATIVE TO FINISH FLOOR DATUM = 0'-0- <br />)a <br />DETAIL pNDICATOR <br />I FLOOR SLAB NOTES: <br />3 1/2' Z500 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, IMTH <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 />I 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 />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. #t 86025 FLORIDA <br />12-13-2019 <br />DATE JIVIIIIIi/j,`'! <br />. � • . fit` � <br />f <br />� f <br />s <br />STA <br />ORIV <br />�����S�QNA1. t��G ��• <br />c3 <br />CL- <br />Lo <br />CD <br />a <br />0 <br />U <br />c <br />m <br />00 <br />0 <br />VJ <br />�O <br />00 <br />A� <br />il^H, <br />W <br />C� <br />U� <br />V' <br />N <br />� <br />tPulteGroup- <br />PRODUCT MANAGER <br />RELEASE <br />11/08/2019 <br />PROJECT TYPE <br />/1• 1 T <br />SPECIFICATION LEVEL I <br />PWte <br />PLAN NAME <br />NPC CHILD NUMBER <br />2375.500 <br />SHEET <br />SIM <br />