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3 <br />Q <br />in <br />0 <br />0 <br />U <br />U <br />0 <br />N <br />0 <br />N <br />q) <br />w <br />FOUNDATION PLAN <br />SCALE: 1 /4"=1'-O" <br />40,_0n <br />30'-0" 10'-0" <br />3'-11/2" 811 7'-0" 8» 4'-51/2" 8" 10'-2" 8" 2'-7" 9'-0„ <br />24%24" A Z CONC. FTG. w/ <br />VERIFY M.O. VERIFY M.O. #4 BARS 6" O.C. EA WAY <br />F03C <br />S1.0 <br />_ <br />w/ OPT. <br />d <br />• <br />F01 <br />I S1.0 <br />( <br />F01 <br />S1.0 <br />• <br />iTJ <br />SCREEN <br />- ENCLOSURE <br />0 o F11 <br />S1.0 <br />I <br />C`, <br />1'-2 1 /2„ <br />cn <br />6'-8" 2'-11/2» <br />N <br />N <br />i <br />"' <br />I - <br />N <br />VERIFY M.O. <br />o <br />I <br />0 <br />CJ <br />g» <br />3'-01/2" <br />F07 <br />0 <br />S1.0 <br />M o <br />Lu <br />L <br />• <br />0 <br />I <br />o <br />� <br />00 <br />. <br />I <br />cJ <br />• <br />I <br />F26 <br />o <br />I <br />I <br />o <br />m p <br />Of <br />• <br />I <br />I <br />_ <br />F01 <br />-- <br />0 <br />o <br />. <br />CJ <br />GJ <br />Ln <br />REFER TO ARCHITECTURE FOR <br />F08 <br />ACTUAL WALL LOCATION <br />S1.0 <br />l <br />SLOPE STARTS <br />c i <br />co <br />`D <br />HERE <br />i <br />QD <br />20'-1 <br />" <br />FO8 <br />S1.0 <br />VARIES <br />0 <br />CJ <br />I <br />UO <br />F04 <br />°o <br />o I <br />• <br />. <br />0 <br />W cV <br />o <br />F07 <br />S1.0 <br />co <br />ccD <br />� w <br />• <br />CJ <br />FO6 <br />S1.0 <br />F04 <br />S1.0 <br />5 <br />'VERIFY ^ <br />M.O. <br />n <br />2 3'-4" 51 <br />n <br />d <br />CJ <br />F01 I <br />S1.0 <br />• <br />F01 <br />_ <br />•• <br />• <br />`� <br />-I <br />-I <br />�� <br />�� <br />• <br />VERIFY M.O. <br />16'-8" <br />21'-6" <br />1,_g" <br />40'-0" <br />, 11 <br />4 -3 <br />VERIFY M.O. <br />7'-0" 8" <br />14'-3" <br />LEGEND SYMBOLS <br />0 8x8 FILLED CELL W/ #5 REBAR <br />FM-T-21 8x8 FILLED CELL W/ (2)#5 REBAR @ INSIDE FACE <br />O❑ 8x8 FILLED CELL W/ NO REBAR REQUIRED <br />4 45' CMU - FILL CELLS W/ #5 REBAR <br />10 12x12 FILLED CELL W/ (4)-#5 REBAR <br />ELE 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 />AA26g028©2 <br />C.O.A.# ENGINEERING: <br />29349 <br />n THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />12/15/20 <br />DATE <br />r <br />No.86€l .. <br />- STAB_ <br />cp <br />AiAL <br />0 <br />M <br />MC <br />co <br />v <br />o4 <br />c� <br />O <br />0 <br />V) <br />� <br />� <br />O <br />O <br />2v <br />n� <br />v� <br />-N <br />N <br />0 <br />cl-) <br />TS <br />O <br />----4 <br />o� <br />Cf <br />N <br />0 <br />lipultel, <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />Single Family <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Highgate <br />NPC CHI NU ER <br />2811.500 <br />SHEET <br />sil <br />