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40'-0° <br />26'-4° 13'-8" <br />'-O" 11'-8" '-0 F <br />I <br />24"x24%12" CONC FTG w/ #4 S1.0 <br />I L REBAR @ 6' O.C. EA WAY <br />F11 F11 �_. <br />II <br />o <br />21'-0° <br />S1.0 13'-0° S1.0 <br />F12 <br />3'-5 1/2" 8° 7'-0° 8" 4'-1" 8° 7'-0° g° L.2'-3 1 <br />2" <br />w/OPT. SCREEN w/OPT. SCREEN <br />S1.0 <br />ENCLOSURE ENCLOSURE <br />'• <br />VERIFY M.O. <br />VERIFY M.O. <br />" <br />d <br />F01 <br />F07 Do <br />• <br />• <br />N C,j i <br />J <br />VARIES o N S1.0 I .. <br />I <br />I <br />Ln <br />-- <br />S1.0% <br />S1.0 <br />I OUTDOOR <br />� o KITCHEN <br />'coo <br />I <br />I <br />W� 8 1/2'1'-� 1/2' <br />> <br />N <br />g" 10'-2" <br />�+ <br />SOLID POUR I <br />SOLID OUR <br />L <br />S.C. <br />All- <br />VERIFY — <br />M.O. <br />�• <br />• <br />• <br />I <br />--WN <br />FRO <br />co <br />c <br />1�7... <br />S1.0 <br />— ---d- <br />g° <br />3'-0 1 <br />. <br />co <br />� <br />51 2" <br />L <br />Io <br />�- <br />Ln <br />Of <br />0'-0" <br />I <br />'OIL <br />S. C. <br />.Tn— <br />'ry26 ' <br />S1.0 <br />I <br />N <br />00 <br />II <br />00 <br />I <br />d- <br />cD <br />( <br />I <br />I <br />I <br />O <br />Co <br />II <br />S.C. <br />I <br />N <br />�0 <br />Lf� <br />� <br />_I <br />CID <br />IO <br />� 0 <br />I <br />I <br />LL_ I <br />� rri <br />• <br />_ <br />REFER TO ARCHITECTURE FOR <br />ACTUAL WALL LOCATION <br />• I <br />tk <br />( <br />o <br />I <br />II <br />N <br />N <br />S.C.-V� <br />� <br />�- <br />F32START <br />SLOP <br />S1.0 <br />I HERE <br />LOCATION PER <br />ARCHITECTURE <br />REFER TO DETAIL FOR <br />FLUSH ENTRY CONDITION I <br />I <br />• <br />20'-9" <br />I <br />e <br />I <br />VAfBES <br />S1.0 <br />S.C. <br />S.C. <br />I o I <br />I <br />• <br />�2 <br />F04 = 0r I I <br />S1.0 N <br />� <br />F07 <br />e <br />00 <br />To <br />I SOLID POUR r SOLID POUR <br />I <br />. <br />S.C. S.C. <br />7 1/2° 7 1/2" <br />I <br />ISI� <br />3 -4 <br />rFM0 e <br />Q, o VERIFY <br />F04 I _ I W M.O. <br />00 <br />VERIFY M.O. o I <br />N <br />o <br />F01 F01 <br />d <br />o <br />N <br />1�-<. <br />V' <br />e <br />/ <br />e <br />N <br />� <br />• <br />CV <br />I <br />�I <br />IIA 1/2' 1'-8 1/2' VERIFY M.O. <br />8° 16'-8" 8° 31-2" 7'-8" <br />L. 21'-5" 4'-70 <br />401_0" <br />FOUNDATION PLAN <br />SCALE: 1/4'=l'-O" <br />3'-2" <br />LEGEND SYMBOLS <br />Q 8x8 FILLED CELL W/ ¢5 REBAR <br />• 2 8x8 FILLED CELL W/ (2)#5 REBAR 0 INSIDE FACE <br />QO 8x8 FILLED CELL W/ NO REBAR REQUIRED <br />4 45• CMIU - FILL CELLS W/ 115 REBAR <br />a 12x12 FILLED CELL W/ (4)-#5 REBAR <br />E� ELEVATION INDICATOR - ELEVATION NOTED IS <br />Y RELATIVE TO FINISH FLOOR DATUM = 0'-0' <br />LTUAL WICATOR <br />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, W (305mm) APART, PATH <br />THE FIRST BAR PLACED 2' (51mm) FROM THE CORNER. AL <br />REINFORCEMENT SHALL BE SUPPORTED TO REMAIN IN PUCE 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 AL 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. # 86025 FLORIDA <br />8/31 /20 <br />DATE %f,lilll/ <br />o <br />co <br />e-1 <br />00 <br />� <br />O <br />0 <br />VJ <br />� <br />O <br />A� <br />U <br />bA <br />N <br />s� <br />*PulteGroup- <br />PRODUCT MANAGER <br />RELEASE <br />XX/XX/XXXX <br />PROJECT TYPE <br />Sinele Family <br />SPECIFICATION LEVEL I <br />Pulte <br />PLAN NAME <br />,,.���•' ,� Cedar <br />NPC CHILD NUMBER <br />2810.500 <br />Is' � E ' �W � SHEET <br />. su <br />ONAIII I <br />4 <br />