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c <br />0 <br />E <br />.a, <br />N <br />CV <br />LA <br />U <br />0 <br />a <br />FOUNDATION PLAN <br />SCALE: 1 /4.4-0" <br />i <br />�n <br />c <br />00 <br />«o <br />i <br />«o <br />00 <br />0 <br />n. <br />40'-0" <br />29'-4" <br />F03C <br />'-0" 8'-8" '-0 <br />24"x24"x12" CONC. FTG. w/ <br />S1.0 <br />#4 BARS 6" O.C. EA WAY <br />o <br />w/ OPT. W/ OPT. <br />SCREEN SCREEN <br />'ENCLOSURE ENCLOSURE' <br />„ �� „ " " �� <br />3 -1 1 /2 8 7 -0 8 4 -5 1 /2 8 10 -2 8 2 -7 <br />F11 F11 <br />VERIFY M.O. VERIFY M.O. <br />■ <br />F01 <br />S1.0 <br />F01 <br />S1.0 �� <br />■ o <br />(� <br />�n rn <br />N 1'-2 1 /2" <br />g" 2' 1 1/2" <br />c <br />N <br />, <br />RIFY M.O.CD <br />I <br />g" <br />3'-0 1 /2" <br />F07 <br />S1.0 <br />51 2' <br />I <br />ai <br />■ <br />■ <br />F26 <br />$1.0 <br />CJ <br />F <br />Q <br />■ <br />■ <br />I <br />F01 <br />■ <br />CJ __ ( <br />CJ <br />_- <br />■ <br />S1.0 <br />REFER TO ARCHITECTURE FOR <br />F08 <br />' <br />■ <br />ACTUAL WALL LOCATION <br />S1.0 <br />cJ <br />— — <br />SLOPE STARTS <br />HERE <br />■ <br />20'-1 <br />" <br />F08 <br />S1.0 <br />■ <br />I <br />VARIES <br />/ <br />o <br />ci <br />S1.0 <br />■ <br />• <br />�� <br />�W <br />N <br />I <br />FO7 <br />51.0 <br />o <br />■�j <br />■ <br />I <br />cJ <br />F04 <br />RIFY N <br />M.O. M <br />cJ <br />F01 <br />• <br />d <br />S1.0 <br />5 <br />2" 3'-4"I 51 <br />" <br />=� <br />S1.0 <br />F01 <br />. <br />a <br />1.0 ; <br />L _ <br />VERIFY M.O. <br />S1.0 <br />VERIFY M.O. <br />1'-9» <br />8» <br />16 -8 <br />8 <br />1-9 <br />4'-3" <br />2'-11 1 /2" <br />» <br />8 <br />7 -0» <br />8» <br />2'-11 1 /2" <br />21'-6" <br />14'-3" <br />40'-0" <br />F03C <br />S1.0 <br />M a <br />J <br />N <br />00 <br />un I <br />M <br />d- <br />I <br />LEGEND SYMBOLS <br />a <br />cl <br />❑• 8x8 FILLED CELL W/ #5 REBAR <br />cl <br />• 2 8x8 FILLED CELL W/ (2)#5 REBAR ® INSIDE FACE <br />0 8x8 FILLED CELL W/ NO REBAR REQUIRED <br />a <br />c <br />4 45' CMU -FILL CELLS W/ #5 REBAR <br />12x12 FILLED CELL W/ (4)-#5 REBAR <br />OL 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 />AA26002802 <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 }IIIIII <br />TATE i)F <br />O <br />co <br />m <br /><--+ <br />00 <br />� <br />O <br />00 <br />n� <br />Ur--q <br />c1r) <br />� <br />w <br />bA <br />N <br />0 <br />--j <br />IN It mo UK;` <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xX/XX/XXXx <br />PROJECT TYPE <br />Single Famil <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Highgate <br />NPC CHU NU ER <br />2811.500 <br />SHEET <br />sil <br />