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Ln <br />,i <br />FOUNDATION PAN <br />SCALE: 1/4"=l'-O" <br />F03C <br />S1.0 <br />0 <br />i <br />M <br />0 <br />0 <br />i <br />0 <br />I <br />cD <br />00 <br />Lo <br />00 <br />I <br />QD <br />Ln <br />40'-0" <br />10'-8" 29'-4" <br />-0" 8'-8" '-0 <br />fle- <br />F03C <br />24"x24"x12" CONC. FTG. w/ <br />S1.0 <br />#4 BARS 6" O.C. EA WAY <br />i.o <br />F11 F11 I <br />2'-7" 8" 10'-2" 8" 4'-51/2" 8" 7'-0" 8" 3'-11/2" <br />s1.0 S1.0 <br />VERIFY M.O. <br />VERIFY M.O. <br />—I <br />j <br />0, <br />o -� <br />I <br />o <br />F01 <br />• S1.0 <br />F01 <br />S1.0 <br />• <br />rn <br />1'-21/2" <br />F <br />CN <br />2'-1 1 /2" 6'-8" <br />`N <br />cN <br />N <br />VERIFY M.O.-4- <br />F <br />I' <br />• <br />F07 cJ <br />ci <br />S1.0 <br />3 -9" <br />( <br />s1 <br />7 <br />-51 2 <br />I <br />I <br />• <br />• <br />• <br />cJ <br />F26 <br />S1.0 <br />0 <br />I <br />0 <br />I <br />• <br />• <br />I <br />I <br />F01 <br />I <br />� <br />I <br />• <br />• <br />cJ <br />cJ Ila <br />� I <br />F01 -- <br />S1.0 <br />• <br />I <br />I• <br />. <br />SLOPE STARTS .' <br />HERE <br />• <br />ci <br />F32 <br />2 <br />'-10" S1.0 <br />F08 <br />LOCATION PER <br />- <br />s1.o <br />o <br />VVIES <br />ARCHITECTURE I <br />• <br />- \ <br />CID <br />o <br />W <br />• <br />I <br />'coF04 <br />cn <br />--- <br />S1.0 <br />( <br />o <br />I <br />• <br />so <br />( <br />I <br />cJ I <br />cJ <br />I � / • <br />I <br />FO1 VERIFY F04 <br />• M M.O. <br />S1.0 F01 _-- 5 2" �3'-4" 51 " S1.0 <br />F06 <br />I <br />• <br />S1.0 I r <br />S1.0 <br />Le•• • • • N alleluia <br />In <br />VERIFY M.O. <br />VERIFY M.O. 1'-8" 4'-3" 1'-9" <br />1'-31 2" <br />• <br />I <br />• • cV <br />32"x24"x12" CONC. FTG. w/ F03C <br />32%24%12" CONC. FTG. w/ <br />#4 BARS 6" O.C. EA WAY S1,0 <br />#4 BARS 6" O.C. EA WAY <br />2'-111/2" 8" 7'-0" 8" 1'-8" 4'-11" 1'-8" <br />16'-8" <br />8" <br />1'-9" <br />12'-3" 11 1 /2 <br />8'-3" <br />19'-6" <br />40'-0" <br />0 <br />I <br />co <br />rM <br />c' <br />� I <br />o <br />OR <br />a <br />LEGEND SYMBOLS <br />❑� <br />8x8 FILLED CELL W/ #5 REBAR <br />FO-F-21 <br />8x8 FILLED CELL W/ (2)#5 REBAR 0 INSIDE FACE <br />DO <br />8x8 FILLED CELL W/ NO REBAR REQUIRED <br />4 <br />45' CMU -FILL CELLS W/ #5 REBAR <br />12x12 FILLED CELL W/ (4)-#5 REBAR <br />ELE <br />ELEVATION INDICATOR - ELEVATION NOTED IS <br />RELATIVE TO FINISH FLOOR DATUM = 0'-0' <br />XX <br />DETAIL INDICATOR <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 />12-13-2019 <br />DATE <br />0. <br />40 <br />F <br />s <br />N <br />CD <br />0 <br />U <br />O <br />Lr*) <br />\' / <br />00 <br />� <br />O <br />0 <br />V, <br />O <br />O <br />IT <br />d <br />Q) <br />c <br />U <br />O <br />� <br />bA <br />un <br />N <br />0 <br />tPulte <br />s'o <br />s� <br />N <br />W <br />wo <br />v <br />o <br />N <br />O � <br />di Z <br />o <br />cn <br />O � Q <br />o � Z <br />� O <br />� w <br />x o <br />PRODUCT MANAGER <br />RELEASE <br />DATE: 11 /08 /2019 <br />PROJECT TYPE <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Hanover <br />NPC CHILD NUMBER <br />2375.500 <br />SHEET <br />S1.1 <br />