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1 <br />N <br />O <br />N <br />N <br />T <br />w <br />O <br />a <br />FOUNDATION PLAN <br />SCALE: 1/4"=1'-O" <br />0 <br />I <br />0 <br />40'-0" <br />10'-0" <br />F03C A 9'-0" 2'-7" 8" 10'-2" <br />24"x24"x12" CONC. FTG. w/ <br />S1.0 #4 BARS 6" O.C. EA WAY VERIFY M.O. <br />30'-0" <br />4'-5 1 /2" <br />7'-0" <br />VERIFY M.O. <br />3'-1 1 /2" <br />F— <br />' <br />w/ OPT. <br />�i <br />SCREEN d <br />ENCLOSURE o <br />F11 0 <br />F01 <br />z <br />--- S1.0S1.0 <br />cn• <br />_ <br />1'-2 1 /2" N <br />I1 <br />2' 1 /2" 6'-8" <br />N C4 <br />i <br />I <br />r=, VERIFY M.O. N <br />- ; <br />L' <br />I <br />• <br />• • <br />• <br />ci <br />F o <br />7 <br />M <br />I <br />0 <br />4 <br />Ci <br />o <br />I �F07 <br />3'-01/2" <br />9" <br />S1.0 <br />• <br />o <br />� I <br />I <br />CIO <br />-5 1 2Ilk <br />I <br />" <br />• <br />cJ <br />It <br />I F26 <br />I <br />O <br />O <br />� <br />_ <br />O <br />S1.0 <br />`r <br />F01 <br />� <br />o <br />0 <br />0 <br />0 <br />• <br />CJ cJ <br />• <br />0 <br />0 <br />0 <br />.- <br />af <br />w00 <br />REFER TO ARCHITECTURE FOR F08 <br />Lo <br />ACTUAL WALL LOCATION <br />S1.0 <br />`D <br />Cj <br />r — <br />— <br />SLOPE STARTS <br />HERE <br />I <br />2 <br />'-10" <br />F013 <br />VARIES <br />I <br />0 <br />� <br />Ci <br />� <br />• <br />I <br />I <br />I <br />F04 .. <br />S1.0 <br />p <br />CV <br />o <br />I <br />W r-- <br />. <br />F07 <br />S1.0 <br />0cxo <br />I <br />• <br />I F01 <br />S1.0 <br />d <br />5 <br />VERIFY <br />M M.O. <br />2" 13'_4n 51 <br />F04 <br />S1.0 <br />cJ <br />FO6 <br />S1.0 <br />I <br />d <br />CF10.1 <br />o <br />L <br />•- <br />I <br />• <br />o'er <br />• <br />— <br />—•-- <br />•• <br />• <br />- <br />• <br />•• -' <br />• <br />•• <br />• <br />• <br />VERIFY M.O. VERIFY M.O. <br />2'-111/2" �8- 7'_0» g" 2'-111/2" 1'-9" 8" 16'-8" �8- 1'-9" <br />14'-3" 4'-3" 21'-6" <br />40'-0" <br />LEGEND SYMBOLS <br />N <br />0 <br />N <br />8x8 FILLED CELL W/ #5 REBAR <br />• 2 <br />8x8 FILLED CELL W/ (2)#5 REBAR 0 INSIDE FACE <br />❑O <br />8x8 FILLED CELL W/ NO REBAR REQUIRED <br />r <br />o <br />45' CMU - FILL CELLS W/ #5 REBAR <br />Ik <br />12xl2 FILED CELL W/ (4)-#5 REBAR <br />ELE <br />ELEVATION INDICATOR - ELEVATION NOTED IS <br />RELATIVE TO FINISH FLOOR DATUM = 0'-0' <br />XX <br />DETAIL INDICATOR <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.Q.A.# ARCHITECTURE. <br />AA26002802 <br />o0 <br />om <br />00 <br />4 <br />O <br />0 <br />rram^^ <br />V, <br />� <br />O <br />N <br />O <br />NQ04 <br />aN <br />�-1 <br />aN <br />O <br />vaN <br />U <br />cn <br />� <br />b�D <br />tz <br />N <br />� <br />�Pulte <br />N <br />IGA <br />wo .1 <br />m <br />v <br />_O <br />0 <br />C� d� <br />r� M <br />c'n <br />� w <br />cn <br />y Q <br />u O <br />-a--+ 'r~' <br />� o Z <br />a 0-4 <br />12 <br />rn <br />00 <br />►r--I M I <br />I <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />C.O.A.# ENGINEERING. PROJECT TYPE <br />21 TSingle Famfl <br />HOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE SPECIFICATION LEVEL <br />P.E # 86025 FLORIDA Pulte <br />6/7/21 <br />DATE J%%ll llff <br />PLAN NAME <br />Highgate <br />NPC CHI NU ER • 86 <br />* 2811.500 <br />s E OFw SHEET <br />Alt 0 <br />tf'RlOk <br />ti <br />