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Q <br />FOUNDATION PLAN <br />SCALE: 1 /4"=1'-O" <br />Opt-0" <br />30'-0" 10'-0" <br />3'-11/2" 8' 7'-0" 8',,4'-51/2" 8" 10'-2" 8" 2'-7" 9'-0" '-0 <br />24"x24"x12" CONC. FTG. w/ <br />VERIFY M.O. VERIFY M.O. #4 BARS 6" O.C. EA WAY <br />J J <br />F03C <br />s1.0 <br />w/ OPT. � <br />• <br />Po1 <br />S1.0 <br />F01 <br />S1.0 <br />• <br />`i <br />SCREEN <br />W ENCLOSURE <br />0 F11 <br />s1.o <br />0 <br />I <br />N <br />1'-21/2" <br />I <br />6'-8" 2'-11I2" <br />N <br />_ <br />cI <br />°N <br />N <br />VERIFY M.O. r; <br />I <br />cJ <br />• <br />I• <br />• <br />• <br />o <br />I <br />I <br />M <br />0 <br />cJ <br />• <br />tI <br />I <br />I <br />oco <br />I <br />51 2' <br />_ <br />i <br />u- <br />, in <br />I <br />I <br />• <br />I <br />00 <br />I <br />F26 <br />cJ <br />• <br />o <br />z <br />o <br />o <br />• <br />� <br />I <br />I <br />IM <br />o <br />0 <br />0 <br />o <br />� <br />� <br />I <br />• <br />cJ <br />cJ <br />• <br />I <br />00 <br />; <br />REFER TO ARCHITECTURE FOR <br />Fob <br />• <br />I <br />ACTUAL WALL LOCATION <br />s1.0 <br />— <br />SLOPE STARTS <br />cJ <br />co <br />HERE <br />I <br />I <br />CID <br />20'-1 <br />" <br />F08 <br />• <br />I <br />VARIES <br />= <br />o <br />cJ <br />I <br />S1.0 <br />o I <br />I <br />I <br />• <br />� o <br />I <br />F07 <br />w <br />UD <br />I <br />Ll <br />am <br />cJ <br />S1.0 <br />5 <br />RIFY ^ <br />° M.o. " <br />3'_4° 51 <br />" <br />I <br />cJ <br />F01 I <br />• <br />S1.0 <br />I <br />I <br />= <br />I <br />= <br />DF01 <br />Le <br />• <br />-I <br />Low <br />-I <br />•• <br />•• <br />• <br />•• <br />•• <br />I r r <br />VERIFY M.O. <br />114 8" 16'-8" 8" 114 <br />21'-6" <br />40'-0" <br />VERIFY M.O. <br />2'-111/2" 8° 7'-0" 8` 2'-111/2' <br />4'-3" 14'-3" <br />LEGEND SYMBOLS <br />0 <br />8x8 FILLED CELL W/ 15 REBAR <br />• 2 <br />8x8 FILLED CELL W/ (2)15 REBAR 0 INSIDE FACE <br />a <br />8x8 FILLED CELL W/ NO REBAR REQUIRED <br />4 <br />45' CMU - FILL CELLS W/ 15 REBAR <br />12x12 FILLED CELL W/ (4)-15 REBAR <br />E LE <br />ELEVATION INDICATOR - ELEVATION NOTED IS <br />Y <br />RELATIVE TO FINISH FLOOR DATUM = 0'-0' <br />XX <br />DETAIL INDICATOR <br />I 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 />I 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 />Cl THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />1 /26/21 <br />DATE <br />No. 860 <br />ST <br />lIII{ <br />co <br />OQ <br />0 <br />ul) <br />� <br />O <br />00 <br />Ap <br />iH <br />8 <br />v45 <br />C� <br />U� <br />e� <br />'>:11 <br />� <br />w <br />bb <br />N <br />� <br />lkPultaGroup- <br />PRODUCT MANAGER <br />RELEASE <br />PROJECT TYPE <br />/1• 1 T <br />SPECIRCA110N LEVEL I <br />Pulte <br />PLAN NAME <br />Hi h ate <br />NPC CHIM N1 ER <br />2811.500 <br />SHEET <br />sil <br />