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00 <br />I <br />00 <br />1 <br />r") <br />d- <br />I <br />d- <br />I <br />FOUNDATION PLAN <br />L <br />40'-0" <br />29'-4" <br />10'-8" <br />FM '-O" <br />sto <br />8'-8" '-0 <br />24"x24"x12" CONC. FTG. W/ <br />#4 BARS 6" O.C. EA WAY <br />0 <br />CG <br />1 " " / " <br />3 -1 1/2 8 7 -0 <br />p 1 " <br />8 4 -5 1/2 g" <br />10'-2" <br />8" 2'-7" I ___ <br />F11 F11 _ <br />S1.0 St A <br />VERIFY M.O. <br />VERIFY M.O. <br />• <br />•11011101 <br />inlet• <br />• <br />_ <br />o 0 <br />.I... <br />F01 <br />S1.0 <br />F01 <br />S1.0 �� • <br />o <br />I <br />rn <br />CID <br />-2 1/2' <br />I <br />61-8" 2'-11I2" <br />> <br />i <br />I <br />N N <br />N VERIFY M.O. <br />lei <br />• I/ • <br />• <br />7 <br />CJ <br />CJ <br />F07 <br />3'-9" <br />51.0 <br />•L <br />I. <br />: <br />51 2' <br />.i <br />• <br />I <br />I F26 <br />CJ <br />• <br />0 <br />I <br />0 <br />•I <br />I <br />I' <br />,I <br />FU1 <br />I <br />. <br />CJ <br />CJ <br />I <br />• <br />S1.0 <br />I <br />I. <br />I <br />'•. SLOPE STARTS <br />HERE <br />CJ <br />I <br />• <br />S1.0 <br />20'-1 <br />" <br />• <br />LOCATION PER <br />ARCHITECTURE <br />VARI- <br />I <br />s,.o <br />td- <br />1 <br />o <br />I <br />-CID <br />00 OO <br />�N <br />I <br />I <br />. <br />I <br />o <br />N <br />I <br />I <br />I <br />I <br />si�o <br />CJ <br />I <br />CJ <br />S <br />5 <br />F06 <br />S1.0 <br />RIFY N I <br />M.O. M <br />1 2 3 -4 5 1 <br />FO1 I <br />S1.0 <br />. <br />L <br />• <br />' • <br />emu1 <br />o <br />•• <br />• <br />• -I ••— <br />1 12181 <br />VERIFY M.O. <br />• <br />• <br />VERIFY M.O. <br />1'-9" <br />�8' <br />16'-8" <br />8" <br />1'-9" <br />2'-111/2" 8" <br />4'-3" <br />71-0" 8" 2'-111/2" <br />14'-3" <br />21'-6" <br />40'-D" <br />0 <br />o <br />WO <br />r <br />00 <br />I <br />0 <br />� o 0 <br />00 <br />I <br />0 <br />1 <br />co <br />LEGEND SYMBOLS <br />•❑ <br />8x8 FILLED CELL W/ 15 REBAR <br />• 2 <br />8x8 FILLED CELL W/ (2)#5 REBAR 0 INSIDE FACE <br />QO <br />8x8 FILLED CELL W/ NO REBAR REQUIRED <br />45' CMU - FILL CELLS W/ #5 REBAR <br />12x12 FILLED CELL W/ (4)-#5 REBAR <br />ELEV.ELEVATION <br />INDICATOR - ELEVATION NOTED IS <br />� XX <br />RELATIVE TO FINISH FLOOR DATUM = 0'-0' <br />DETAIL INDICATOR <br />FLOOR <br />SLAB <br />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, 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 />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 />O THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />12-13-2019 <br />DATE `` % % J 1 111111" <br />s. <br />1 _ <br />i STATE OF �/ �• <br />CL <br />Lo <br />s <br />N <br />2 <br />a <br />0 <br />U <br />o=> <br />00 <br />O <br />0 <br />VJ <br />,o <br />i� <br />00 <br />i4 <br />V � <br />Q) <br />o� <br />U <br />�C13 <br />"o <br />P-4 <br />o <br />r <br />it <br />N <br />� <br />*PulteGroup- <br />Q %_ <br />�y IT <br />N <br />v <br />o <br />as <br />c-� <br />O <br />U <br />o O <br />O � <br />� � Q <br />V� <br />O <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 />Hanover <br />NPC CHILD NUMBER <br />2375.500 <br />SHEET <br />S1.1 <br />