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Ll <br />0 <br />0 <br />1 <br />F03C <br />S1.0 <br />�II <br />00 <br />I <br />� I I,- <br />I <br />in <br />0 <br />I <br />I <br />Ln <br />7 <br />40'-0" <br />13'-8" <br />26'-4" <br />,4 <br />F03C <br />24"x24"x12" CONC FTG w/ <br />#4 <br />51.0 <br />REBAR ® 6" O.C. EA WAY <br />j <br />F11 <br />F11 <br />I <br />- <br />St <br />13'-0" <br />S1.0 <br />- <br />27'-0" <br />w/OPT. SCREEN <br />w/OPT. SCREEN <br />2' <br />3 1 /2" 8" 7'-0" <br />8" <br />4'-7' <br />8" <br />7'-0" 8" <br />3'-5 1 /2" <br />IENCLOSURE <br />ENCLOSURE <br />I <br />VERIFY <br />M.O. <br />I <br />I <br />I <br />VERIFY M.O. <br />I <br />• <br />islal <br />Isial•• <br />loial I <br />• <br />o co <br />;T- <br />• <br />C= <br />VARIES4 <br />-0` F07 <br />F01 <br />S1.0 <br />ot <br />S1.0 <br />b <br />I loo <br />I. <br />1'-5 1 /2" <br />o� <br />`D <br />8 1 /2" <br />10'-2' <br />8 <br />I SOLID POUR <br />T <br />SOLID POUR <br />14 <br />&VERIFY <br />' <br />M.O. <br />S.C. <br />�FOI <br />S1.0 <br />• I <br />3'-01/2" <br />g" <br />n <br />0-0 <br />R <br />d <br />I <br />• <br />-5 1 <br />• <br />— <br />S.C. <br />F26 <br />S1 A <br />•I <br />� <br />I. <br />I <br />S.C. <br />• <br />- <br />REFER <br />-- <br />TO ARCHITECTURE FOR <br />--� <br />AC4 <br />rUAL WALL LOCATION F08 <br />S1.0 <br />• <br />REFER TO ARCHITECTURE FOR <br />• <br />ACTUAL WALL LOCATION F06sto <br />- <br />V IES <br />I <br />a <br />N <br />S.C. <br />START SLOPE <br />-� <br />I <br />HERE <br />M <br />REFER TO DETAIL FOR <br />• <br />I <br />I <br />FLUSH ENTRY CONDITION <br />I <br />• <br />I <br />20'-9" <br />F06 <br />s1.0 <br />4VARIES <br />S.C. <br />S.C.OF <br />•I <br />_ <br />I <br />o <br />25 <br />v <br />F04 <br />• <br />FO7 <br />SOLID POUR <br />TO <br />A, <br />SOLID POUR <br />N <br />S.C. <br />S.C. <br />• <br />• <br />7 1/2n <br />7 1/2" M <br />I <br />3'' 4" <br />• <br />i <br />VERIFY <br />"' <br />I <br />M.O. <br />F01 <br />1' <br />S1.0 <br />c" <br />• <br />L <br />— <br />— — <br />— J <br /><r <br />FO6 <br />• <br />•• <br />10181 <br />in N <br />lco <br />vo <br />VERIFY M.O. <br />� � <br />— <br />2'-10" <br />8" <br />71-0" <br />8" 2'-10" <br />•t— <br />iminit• <br />• <br />• <br />VERIFY M.O. <br />1'-8 1 /2" <br />8" <br />16'-8R <br />8" <br />21'-5" <br />14'-0" 4'-7" <br />40'-0" <br />FOUNDATION PLAN <br />SCALE: 1/4"=1'-0" <br />r <br />0 <br />I <br />1'-8 1 /2" <br />LEGEND SYMBOLS <br />•❑ 8x8 FILLED CELL W/ #5 REBAR <br />FMT-21 8x8 FILLED CELL W/ (2)#5 REBAR 0 INSIDE FACE <br />O❑ 8x8 FILLED CELL W/ NO REBAR REWIRED <br />4 45' CMU -FILL CELLS W/ 15 REBAR <br />a 12x12 FILLED CELL W/ (4)-y5 REBAR <br />ELEV. ELEVATION INDICATOR - ELEVATION NOTED IS <br />YY RELATIVE TO FINISH FLOOR DATUM = 0'-0' <br />DETAIL NDICATOR <br />XX <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, WTH <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 />E5 <br />CD <br />CV <br />O <br />N <br />o� <br />'/ t <br />e--4 <br />v <br />°O <br />cn <br />0 <br />.o <br />A� <br />tH <br />v <br />� <br />cn <br />v <br />�S <br />Uc <br />0 <br />CIO <br />cz <br />Nam-.+ <br />JI&PUlte... <br />s� <br />N <br />o <br />M <br />cn <br />00 <br />`fl "3 <br />v <br />Qj Z <br />-ic Q <br />0 <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx/xX/xxxx <br />C.O.A.# ARCHITECTURE: <br />AA26002802 PROJECT TYPE <br />C.O.A.# ENGINEERING: <br />29349 Single Famil <br />CI THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA Pulte <br />12/10/20 <br />DATE <br />0. 1PLAN NAME <br />Cedar <br />NPC CHILD NUMBER <br />2810.500 <br />SHEET <br />4 <br />sil <br />