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a1 <br />FOUNDATION PLAN <br />SCALE: 1 /4'=1'-O" <br />CV <br />00 <br />I <br />00 <br />I <br />uri <br />00 <br />I <br />00 <br />I <br />d- <br />I <br />n- <br />co-D" <br />29'-4" 10'-8" <br />03C <br />'48'-8" '-0 <br />24"x24"x12" CONC. FTC. w/ <br />sto <br />#4 BARS 6" O.C. EA WAY <br />L <br />o <br />f <br />w/ OPT. w/ OPT. <br />SCREEN SCREEN <br />ENCLOSUR ENCLOSURE <br />(E <br />3'-11/2" g" 7'-0" 8" 4'-51/2° g" 10'-2" 8" 2'-7" <br />F11 F11 <br />S1.0 S1.0 <br />VERIFY M.O. I I VERIFY M.O. <br />• r--- • <br />• <br />• <br />•• <br />•• • <br />�, cn OUTDOOR , <br />`r I KITCHEN <br />• <br />F01 <br />S1.0 <br />F01 _ <br />S1.0 - <br />• o I <br />(-� <br />F3W <br />N 1'-2 1/2" S1.0 -- <br />g'_g• 2'-11/2" <br />wz-aCN <br />N <br />a i <br />N <br />RIFY M.O. <br />— <br />• <br />r` <br />I <br />CJ <br />• <br />•1101• <br />•I <br />o <br />I <br />0 <br />CJ <br />91 <br />3'-01/2" <br />I <br />�FO7 <br />1\ si.o <br />•L <br />I. <br />5IF <br />1 2' <br />ai <br />I <br />ril <br />� <br />I F26 <br />CJ <br />• <br />S1.0 <br />I <br />I <br />0 <br />• <br />I <br />I <br />I <br />FOt -- <br />S1.0 <br />. <br />CJ <br />CJ I <br />• <br />I _ F01 <br />REFER TO ARCHITECTURE FOR <br />FOB <br />ACTUAL WALL LOCATION <br />S1,0 <br />r <br />SLOPE STARTS <br />I <br />CJ <br />HERE <br />I <br />II <br />20'-1 <br />' <br />• <br />I <br />VARIES <br />a <br />o <br />cJ <br />Ln <br />I <br />I� <br />.. RX <br />S1.0 <br />o <br />N <br />II <br />F07 <br />o <br />• I CJ rVERIFY ^ CJ F01 <br />S1.0 M.O. M . <br />5 " 3'-4"I 51 " I -- F01 S1,0 <br />1.o <br />� W <br />oC>— <br />— — — <br />S1.0 I VERIFY M.O. <br />00 <br />Id-rTeRof10 <br />VERIFY M.O. 8 L 1'-9" L 4'-3" 1'-8"-3 1/ " 32°x24'x12" <br />CONC. FTG. w/ <br />O° : #4 BARS 6' O.C. <br />`'4 3 EA WAY <br />32"x24"x12' CONC. FTG. w/ F03C <br />#4 BARS 6" O.C. EA WAY $1.0 <br />1'-9" WL 16'-8" 1'-8• 4'-11• 1'-8• 1 L8"L7'-0' 8" 2'-111/2" <br />19'-6" <br />8'-3" <br />111/2 12'-3" <br />40'-0" <br />(F= <br />S1.0 <br />0 <br />I <br />0 <br />o <br />9 <br />I <br />Zn <br />00 <br />I <br />Ln <br />0 <br />o 0 <br />w <br />Em <br />co <br />I <br />0 <br />to 1 <br />cn <br />LEGEND SYMBOLS <br />❑• 8x8 FILLED CELL W/ 15 REBAR <br />• 2 8x8 FILLED CELL W/ (2)15 REBAR JINSIDEFACE <br />Q 8x8 FILLED CELL W/ NO REBAR RE <br />4 45' CMU -FILL CELLS W/ 15 REBAR <br />12x12 FILLED CELL W/ (4)-15 REBAR <br />ELEV. _ ELEVATION INDICATOR - ELEVATION NOTED IS <br />RELATIVE TO FINISH FLOOR DATUM = 0'-0' <br />XX DETAIL INDICATOR <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, 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 />C.O,A.# ENGINEERING: <br />29349 <br />❑ THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />3/31 /21 <br />DATE % t 1 I I I I I <br />•`` ,,gyp • �•; <br />N 602 <br />OF <br />•a� <br />ol <br />NAL <br />OLo <br />r-4 <br />00 <br />O <br />� <br />O <br />IT <br />AU-3 <br />cn <br />V� <br />� <br />w <br />c <br />N <br />� <br />*PultoGroup- <br />PRODUCT MANAGER <br />IRELEASE I <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />Sinkle Family <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Highgate <br />NPC CH NU ER <br />2811.500 <br />SHEET <br />sil <br />