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I <br />d- <br />0 <br />I <br />co <br />I <br />Ln <br />I <br />Ln <br />d- <br />I <br />FOUNDATION PLAN <br />SCALE: 1 /4 =1 -0 <br />I <br />40'-0" <br />29'-4" <br />10'-8" <br />-0 <br />F03C <br />24"x24"x12"BCONC. FTC. W/ <br />-0 <br />S1.0 <br />#4 BARS 6" O.C. EA WAY <br />o <br />I <br />C.o <br />3'-11/2" 8" 7'-0" <br />8" <br />4'-51/2" 8" <br />10'-2" <br />L.80 2'-7" ... <br />F11 F11 ___ <br />S1.0 $1.0 <br />VERIFY M.O. <br />VERIFY M.O. <br />•1mimi <br />AN <br />• • <br />- <br />o w <br />I o <br />• <br />F01 <br />S1.0 <br />S1.0 - • <br />I <br />o <br />I <br />m <br />N 1'-2 1 /2" <br />6'_8" 2'-11/2" <br />C1 N <br />C4 VERIFY M.O. <br />cJ <br />cJ <br />F07 <br />• <br />3'-9" <br />L <br />S1.0 <br />I <br />• <br />• <br />51 2" <br />� <br />I <br />F26 <br />CJ <br />• <br />S1.0 <br />- <br />0 <br />1 <br />0 <br />• <br />I <br />F01 <br />S1.0 -- <br />• <br />CJ <br />CJ <br />• <br />S1.0 <br />• <br />SLOPE STARTS <br />HERE <br />F32 <br />CJ <br />• <br />S1.0 <br />20'-1 <br />" <br />- <br />-F08 <br />I <br />• <br />LOCATION PER <br />ARCHITECTURE <br />VARI S <br />o <br />S1.0 <br />o <br />___ F04 <br />S1.0 <br />°o <br />I <br />• <br />• <br />0 <br />I <br />F07 <br />S1.0 <br />CJ <br />CJ <br />F04 <br />S1.0 <br />• <br />I <br />F� <br />'VERIFY <br />2,. M.O. "' S 1 <br />31-4" <br />F01 <br />S1.0 <br />• <br />5 <br />TO <br />o S1.0 <br />•• <br />lei -I•• <br />VERIFY M.O. <br />• <br />FIND* <br />VERIFY M.O. <br />1'-9" <br />8" <br />16'-8" <br />8" <br />1'4 <br />2'-11 1/2 " �8- <br />4'-3" <br />7'-0" g" 2'-11 1 /2" <br />21'-6" <br />40'-0" <br />F03C <br />S1.0 <br />�'! <br />rM <br />o <br />I <br />C2 <br />00 <br />I <br />0 <br />: o 0 <br />Ln <br />co <br />I <br />LEGEND SYMBOLS <br />❑• 8x8 FILLED CELL W/ #5 REBAR <br />• 2 8x8 FILLED CELL W/ (2)#5 REBAR @ INSIDE FACE <br />0 8x8 FILLED CELL W/ NO REBAR REQUIRED <br />4 45' CMU -FILL CELLS W/ #5 REBAR <br />w 12x12 FILLED CELL W/ (4)-#5 REBAR <br />OiL ELEV. ELEVATION INDICATOR - ELEVATION NOTED IS <br />Y RELATIVE TO FINISH FLOOR DATUM = 0'-0" <br />XX DETAIL INDICATOR <br />FLOOR SLAB NOTES: <br />3 1/2' Z 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 />O THOMAS A. 'WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />12-13-2019 <br />DATE `l�iiftt/ll ! <br />oo <br />�4 i ytic <br />.86 <br />STAT +i7 <br />��l►!ltII1���� <br />r <br />0 <br />N <br />CD <br />CD <br />0 <br />U <br />a <br />O <br />C? <br />r--+ <br />00 <br />O <br />0 <br />V J\ <br />O <br />00 <br />n� <br />� <br />d� <br />o <br />M <br />C13 <br />•O <br />wb�A <br />N <br />0 <br />*Pu Ite, . no <br />PRODUCT MANAGER <br />RELEASE <br />DATE: 11 /08 /2019 <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Hanover <br />NPC CHILD NUMBER <br />2375.500 <br />SHEET <br />S1.1 <br />