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FOUNDATION PLAN <br />SCALE: 1 /4'4-0" <br />40'-0" <br />30'-0" 10'-0" <br />3'-1 1 /2" 8' 7'-0" 8" 4'-51 /2" 8" 10'-2" 8" j, 2'-7" 9'-0" <br />24"x24"x12" CONC. FTG. w/ <br />VERIFY M.O. VERIFY M.O. #4 BARS 6" O.C. EA WAY <br />F03C <br />S1.0 <br />w/ OPT. <br />• <br />_ F01 <br />- - S1.0 <br />F01 <br />S1.0 <br />• <br />SCREEN <br />- W ENCLOSURE <br />0 F11 <br />S1.0 <br />0 <br />I <br />N <br />1'-21/2" <br />.- <br />61_8' 2'-11/2" <br />N <br />II <br />i <br />II <br />N <br />CD <br />I <br />CV <br />VERIFY M.O. <br />I <br />CJ <br />• <br />• <br />• <br />• <br />o <br />I <br />M <br />O <br />CJ <br />• <br />of <br />g' <br />3'—01/2" <br />F07CAD I <br />o <br />� I <br />L <br />I <br />°1 <br />o <br />I <br />51 2' <br />IIi <br />Ln <br />II <br />C,0 <br />• <br />I <br />. <br />T <br />F26 <br />CJ <br />• <br />o <br />• <br />I <br />of <br />�M <br />I <br />I <br />I. <br />I <br />• <br />I <br />o <br />O <br />FO1 -- <br />S1.0 <br />co <br />:n <br />o <br />I <br />I <br />I <br />• <br />CJ <br />CJ I <br />• <br />I <br />� <br />� <br />o <br />0 <br />REFER TO ARCHITECTURE FOR <br />Ft <br />• <br />S1.0 ACTUAL WALL LOCATION <br />I <br />o <br />°I <br />`D <br />SLOPE STARTS <br />' <br />M <br />— <br />I <br />CJ <br />I <br />II <br />HERE <br />I <br />I <br />_ <br />• <br />I <br />VARIES <br />CJ <br />� <br />I <br />I <br />I <br />S1.0 <br />o I <br />I <br />I <br />• <br />N <br />-� UJ C <br />I <br />F07 <br />n <br />S1,0 <br />CID <br />CJ <br />FO6 <br />S1.0 <br />�- <br />F04 <br />S1.0 <br />ERI FY ' <br />" 5 M'o' '' <br />3 -4 1 <br />" <br />I <br />CJ <br />F01 I <br />St.O <br />• <br />I <br />�►- <br />L <br />116 <br />F01 I <br />_ <br />— — — — — <br />— — <br />— <br />• <br />25 <br />• <br />— <br />VERIFY M.O. VERIFY M.O. <br />1'-9" 8" 16'-8" 8" 1 1'-9" L 2'-111/2 8' 7'-0' 8" 2'-111/2" <br />21'-6" 4'-3" 14'-3" oL <br />40'-0" <br />LEGEND SYMBOLS <br />0 8x8 FILLED CELL W/ 15 REBAR <br />• 2 8x8 FILLED CELL W/ (2)#5 REBAR 0 INSIDE FACE <br />O❑ 8x8 FILLED CELL W/ NO REBAR REQUIRED <br />45- CMU - FILL CELLS W/ #5 REBAR <br />12x12 FILLED CELL W/ (4)-#5 REBAR <br />E� ELEVATION INDICATOR - ELEVATION NOTED IS <br />Y RELATIVE TO FINISH FLOOR DATUM = 0'-0' <br />DETAIL INDICATOR <br />FLOOR SLAB NOTES: <br />3 1/2' Z500 PSI CONCRETE SLAB ON 6ML 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, W (305mm) APART, VATH <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.OA.# ARCHITECTURE: <br />AA26002802 <br />U <br />N <br />2 <br />0 <br />U <br />MM <br />m <br />f� <br />45 <br />00 <br />M <br />0 <br />� <br />O <br />O <br />A� <br />iH <br />� <br />N <br />V� <br />.cz <br />-0 <br />'d <br />N <br />0 <br />*PulteGroup- <br />R <br />PRODUCT MANAGER <br />ELEASE <br />C.O.A.# ENGINEERING: PROJECT TYPE <br />29349 Single Fan it <br />❑ THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NI ESE, PE SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA Pulte <br />10/12/20 <br />DATE``�1�{{iltl <br />PLAN NAME <br />w' •''� Highgate <br />NPC CHM NU ER <br />2811.500 <br />sT I: SHEET <br />S1.1 <br />'���/I1©NAI. E� �� <br />