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40'-0" <br />26'-4" <br />F03C <br />S1.0 24"x24"x12" CONC FTG w/ #4 <br />REBAR @ 6" O.C. EA WAY <br />F03C <br />S1.0 <br />F11 F11-- <br />0 <br />27'-0° <br />- <br />S1.0 13'-0" S1,0 <br />F12 <br />3'-5 1 /2" 8" 7'-0" 8" 4'-7" L.8" 7'-0" 8" 2'-3 1 <br />2" <br />w/OPT. SCREEN w/OPT. SCREEN <br />S1.0 <br />ENCLOSURE ENCLOSURE <br />VERIFY M.O. <br />VERIFY M.O. <br />O <br />■ <br />� N <br />O <br />d <br />F01 <br />F07 o'-o" <br />VARIESAlko <br />S1.0 <br />S1.0 <br />■ <br />0 <br />M x o <br />8 1 /2" `D 1'-5 1 /2" <br />8" 10,_2n <br />SOLID POUR I <br />SOLID POUR <br />d <br />VERIFY <br />S.C. <br />M.O. <br />■ <br />• <br />lei <br />■ <br />101�1 <br />t <br />S1.0 <br />g" <br />3'-01/2" <br />■ <br />■ <br />O <br />- <br />00 <br />^� <br />� <br />w <br />51 2' <br />4 <br />i n <br />0 -0 <br />J.C. <br />F26 <br />c, <br />S1.0 <br />Ca <br />■ <br />■ <br />O <br />CD <br />S. C. <br />CV <br />O <br />_ <br />REFER TO ARCHITECTURE <br />FOR <br />■ <br />F08 ACTUAL WALL LOCA <br />ON <br />o <br />S1A <br />M o <br />■ <br />REFER TO ARCHITECTURE FOR <br />_ <br />F08 ACTUAL WALL LOCATION <br />■ <br />0 <br />VARIES <br />51.0 <br />o <br />CV <br />CV <br />S.C. <br />N <br />�n <br />— <br />START SLOPE <br />HERE <br />REFER TO DETAIL FOR <br />FLUSH ENTRY CONDITION <br />■ <br />20'4 <br />VARIES <br />Ln <br />S1.0 <br />S.C. <br />S.C. <br />IN OF <br />0 <br />■ <br />F04 <br />w <br />O <br />�N <br />N <br />S1.0 N <br />I F07 <br />S1.0 <br />0 <br />■ <br />SOLID POUR <br />SOLID POUR <br />I <br />■ <br />S. C. <br />S.C. <br />■ <br />■ <br />7 1/2" <br />■ <br />M <br />� <br />FO6 <br />S1.0 <br />a, <br />I <br />o VERIFY <br />"0 <br />F04 <br />wM.O. <br />■ <br />o _ <br />F01 <br />S1.0 <br />.-- <br />' <br />— <br />■ <br />■ S1.0 <br />�i <br />lei, <br />10161 <br />•■ <br />■ <br />CV <br />co <br />N <br />o <br />I <br />F01 F01 _ <br />- <br />S1.0 S1.0 <br />d <br />o <br />N <br />VERIFY M.O. o <br />CV <br />; <br />CV <br />IWA <br />, <br />1'-8 1/2" 1-8 1/2n <br />8" 16'-8" 8" <br />21'-5" 4'-7" <br />40'-0" <br />FOUNDATION PLAN <br />SCALE: 1 /4 =1 -0 <br />VERIFY M.O. <br />3'-2" 7'-8" <br />14'-0" <br />3 -2n <br />LEGEND SYMBOLS <br />❑• 8x8 FILLED CELL W/ #5 REBAR <br />• 2 8x8 FILLED CELL W/ (2)#5 REBAR ® INSIDE FACE <br />0 8x8 FILLED CELL W/ NO REBAR REQUIRED <br />4 45' CMU - FILL CELLS W/ #5 REBAR <br />w 12x12 FILLED CELL W/ (4)-#5 REBAR <br />ELEV.ELEVATION INDICATOR - ELEVATION NOTED IS <br />RELATIVE TO FINISH FLOOR DATUM = 0'-0' <br />DETAIL INDICATOR <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, 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 />PLUMBING NOTES: <br />REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE <br />LOCATIONS <br />C.O.A.# ARCHITECTURE: <br />AA260028M <br />0 <br />00 <br />MO <br />t'J <br />? <br />4) <br />e--! <br />� <br />c'n <br />O <br />0 <br />v J� <br />O <br />00 <br />n� <br />m <br />c� <br />O <br />bA <br />H <br />N <br />� <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />G.Q.A.# ENGINEERING: <br />PROJECT TYPE <br />29349 <br />Single Fami1 <br />E1 'HOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA <br />Pulte <br />3/9/21 <br />DATT1`,! <br />PLAN NAME <br />Cedar <br />NPC CHILD NUMBER <br />"°•° <br />2810.500 <br />y <br />7S <br />.• <br />-� STATE 0 <br />SHEET <br />