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3 <br />01 <br />0 <br />U <br />U <br />0 <br />CV <br />O <br />GV <br />CD <br />a <br />C) <br />S <br />IL <br />FOUNDATION PLAN <br />SCALE: 1 /4"=1'-0" <br />n' n" <br />29'-4" 10'-8" <br />F03C <br />'-O" 8'-8" '-0 <br />F03C <br />24"x24"x12" CONC. FTG. w/ <br />S1.0 <br />S1.0 <br />#4 BARS 6" O.C. EA WAY <br />o <br />I w/ OPT. W/ OPT. <br />SCREEN SCREEN <br />ENCLOSURE <br />ENCLOSURE I <br />4'-51/2" 8" 10'-2" 8" 2'-7" <br />3'-11/2" L.8" 8 7'-0" " 11 <br />il <br />F11 <br />--- F11 -- <br />S1.0 S1.0 - <br />VERIFY M.O. VERIFY M.O. <br />a <br />el <br />loll <br />lei <br />�ui I <br />I <br />• <br />F01 <br />S1.0 <br />F01 <br />S1.0 -- <br />• o <br />I <br />_C" <br />N 1'-21/2" <br />N <br />N <br />N <br />RIFY M.O. -rl, <br />I <br />O <br />I <br />0 <br />CJ <br />� <br />1 <br />g" <br />3'-0 1 /2" <br />F07 <br />0 <br />S1.0 <br />� o <br />I <br />• <br />L <br />• <br />CIO <br />I <br />o <br />I <br />o' <br />�Cj <br />---- <br />- <br />co <br />S1.0 <br />� <br />I o <br />o <br />I <br />I� <br />o <br />`D <br />I <br />. <br />I <br />F01 <br />CV <br />> <br />o <br />I <br />-- <br />o <br />--- <br />- <br />S1.0 <br />- - --- <br />1, <br />. <br />CJ <br />T- <br />I <br />CJ <br />. <br />I� <br />cz� o <br />0 <br />100 <br />Of <br />> <br />I <br />�> <br />REFER TO ARCHITECTURE FOR <br />ACTUAL WALL LOCATION <br />t <br />00 <br />`n <br />— — — — — <br />SLOPE STARTS <br />�> <br />C J <br />HERE <br />CIO <br />20'-1 <br />" <br />1 <br />/ <br />F08 <br />S1.0 <br />VARIES <br />F <br />71 <br />CJ <br />S1.0 <br />°0 <br />o <br />I p <br />N <br />oo S <br />F07 <br />S1.0 <br />I <br />i <br />I <br />00 <br />I <br />I <br />N4 off <br />CJ F04 ERIFY ^ CJ F01 <br />F06 S1.0 M.O. M <br />S1.0 5 2" 3'-4"51 " ... EFO1 <br />•• ralmia• NW lei Fnlm• <br />VERIFY M.O. 8 1'-9° 4'-3" 1'-8" VERIFY M.O. <br />co1' 3 1 /2"-, <br />N . . <br />32"x24"x12" CONC. FTG. w/ F03C 32"x24"x12n CONC. FTG. w/ <br />S1.0 #4 BARS 6 O.C. EA WAY <br />#4 BARS 6" O.C. EA WAY <br />1'-9" 8" 16'-8" 1'-8" 4'-11" 1 1'-8" 8" 7'-0" 8" 2'-111/2" <br />19'-6" <br />8'-3" <br />11 1 /2" 12'-3" <br />40'-0" <br />LEGEND SYMBOLS <br />❑� 8x8 FILLED CELL W/ #5 REBAR <br />FMI-21 8x8 FILLED CELL W/ (2)#5 REBAR 0 INSIDE FACE <br />❑O 8x8 FILLED CELL W/ NO REBAR REQUIRED <br />4 45- CMU -FILL CELLS W/ #5 REBAR <br />12x12 FILLED CELL W/ (4)-15 REBAR <br />ELE ELEVATION INDICATOR - ELEVATION NOTED IS <br />RELATIVE TO FINISH FLOOR DATUM = 0'-0' <br />is DETAIL WDICATOR <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 />ca- <br />CV <br />O <br />CV <br />a. <br />0 <br />U <br />� <br />o <br />O <br />co <br />1 <br />r--•1 <br />00 <br />•� <br />O <br />0 <br />r <br />V <br />)� <br />O <br />00 <br />ink <br />�-I <br />a� <br />O <br />v� <br />c'n <br />12 <br />O <br />� <br />w <br />bD <br />i� <br />c" <br />N <br />0 <br />tPulte� <br />a N <br />v <br />o <br />s� <br />O <br />O cv <br />cf-) <br />CKD w <br />Q N <br />� Q cn 0 <br />C�j H <br />4c Q <br />w� <br />O <br />PRODUCT MANAGER <br />RELEASE <br />DATE: Xx Xx XXxx <br />IDATE/0MV70 <br />WO <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />PROJECT TYPE <br />29349 <br />Single Famil <br />C1 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA <br />12/15/20 <br />Pulte <br />DATE <br />�pMIN i�� <br />PLAN NAME <br />♦♦♦`� <br />Highgate <br />NPC CHI NU ER <br />No. 860 <br />2811.500 <br />-_ <br />OF A <br />SHEET <br />��� F�OR►00 '' N <br />,����S��NAL <br />S1.1 <br />♦`♦ <br />,�� <br />