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O <br />I <br />Co <br />to <br />3 <br />v <br />i <br />U <br />U <br />O <br />CV <br />O <br />CV <br />CI <br />E <br />o_ <br />I <br />L1 <br />00 <br />I <br />I <br />Cm <br />0 <br />I <br />0 <br />GV <br />CI <br />o <br />0 <br />I <br />1'-81 /2' <br />4n'-0" <br />26'-4" 13'-8" <br />'411'-8" <br />24"x24"x12" CONC FTG w/ #4 <br />S1.0 <br />REBAR @ 6" O.C. EA WAY <br />k AnL.. <br />27'-0" <br />_ <br />S1.0 13'-0" f <br />3'-5 1/2" g" 7'-0" 8" 4'-7" 8" 7'-0" 8" 2'-3 1 <br />2" <br />w/OPT. SCREEN w/OPT. SCREEN <br />ENCLOSURE ENCLOSURE <br />VERIFY M.O. <br />VERIFY M.O. <br />F01 <br />F07 0'-0" <br />VARIES o S1.0 <br />S1.0 <br />S1.0 <br />OUTDOOR <br />0 " <br />=E O KITCHEN <br />oo a, <br />8 1/2" 1'-� 1/2" <br />8 10 -2" <br />SOLID POUR I <br />SOLID NUR <br />L <br />VERIFY — <br />S.C. <br />M.O. ",' <br />UNIE <br />F01 <br />S1.0 <br />g" <br />3'-0 1 /2" <br />' S 1 2' <br />Tmi <br />OL 0'-0" <br />S.C. <br />— <br />F26 <br />S1.0 <br />S.C. <br />• <br />REFER TO ARCHITECTURE <br />FOR <br />F08 ACTUAL WALL LOW <br />ON <br />S1.0 <br />— — — — <br />— <br />REFER TO ARCHITECTURE FOR <br />F08 ACTUAL WALL LOCATION <br />— <br />.• I � � <br />•� � <br />I <br />VARIES <br />cV <br />•• <br />F32 <br />—S1.0 --- <br />S.C. <br />—M START SLOPE <br />S1.0 <br />HERE <br />LOCATION PER <br />REFER TO DETAIL FOR <br />ARCHITECTURE <br />FLUSH ENTRY CONDITION <br />20'-9" <br />S1.0 <br />VARIES <br />S.C. <br />S.C. <br />N OF <br />I• <br />o <br />• <br />F04 <br />S1.0 <br />N <br />I F07 <br />N <br />SOLID POUR <br />SOLID POUR <br />vo <br />S.C. <br />S.C. <br />7 1/2" <br />-- 7 1/2" <br />M <br />. <br />I <br />3'-4" " <br />I <br />VERIFY i <br />F04 <br />M.O. <br />• <br />F01 <br />FBI <br />0 S1.0 <br />$1.00 <br />. <br />c <br />I <br />S1.0 <br />°o <br />`V • • • • <br />— — — <br />VERIFY M.O. <br />— <br />loin! <br />4 � <br />� <br />2'-10" 8" 7'-0" <br />n <br />VERIFY M.O. <br />1'-8 1/2" <br />8" <br />16'-8" <br />8" <br />4'-7" 14'-0" <br />21'-5" <br />40'-D" <br />YI <br />I- V V I \ V A I I U I \ IJLAIN <br />SCALE: 1/4"=1'-O" <br />n. <br />w <br />Ea - <br />L C') I I O <br />_I <br />CD <br />I <br />Ln <br />I <br />:d- <br />LEGEND SYMBOLS <br />Q 8x8 FILED CELL W/ 15 REBAR <br />FMT21 8x8 FILLED CELL W/ (2)#5 REBAR 0 INSIDE FACE <br />QO 8x8 FILED CELL W/ NO REBAR REQUIRED <br />45' CMU - AL CELLS W/ j5 REBAR <br />1202 FILLED CELL W/ (4)-#5 REBAR <br />oL ELEV. ELEVATION INDICATOR - ELEVATION NOTED IS <br />RELATIVE TO FINISH FLOOR DATUM = 0'-0" <br />UAL WwTw <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 REINFORONG BARS AT <br />REENTRANT CORNERS SUCH AS INSIDE CORNERS OF AN 'L' SHAPED SUB. <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 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 />M <br />� <br />00 <br />O <br />0 <br />� <br />O <br />00 <br />A� <br />iH <br />4� <br />a� <br />U <br />V-' <br />ecS <br />T"1 <br />c�S <br />N <br />� <br />tPulteGroup- <br />RODUCT MANAGER <br />RELEASE <br />DATE: Xx AX XXXx <br />G.O.A.# ENGINEERING: <br />PROJECT TYPE <br />29349 <br />Single Famfl <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA <br />Pulte <br />9/3/20 <br />DATE`��tiTiii:I t! <br />PLAN NAME <br />Cedar <br />NPC CHILD NUMBER <br />.: °• $°° <br />2810.500 <br />STA F wV: <br />SHEET <br />.. ` <br />SIM <br />