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d- <br />i <br />Ln <br />0 <br />co <br />0 <br />Lo <br />00 <br />00 <br />i <br />00 <br />40'-0" <br />29'-4" <br />10'-8" <br />F03C -0" <br />8'-8" '4 <br />S1.0 <br />24"x24"x12" CONC. FTG. w/ <br />#4 BARS 6" O.C. EA WAY <br />o <br />co <br />3'-11/2" 8" 7'-0" <br />8" 4'-51/2" L.8" <br />10'-2" <br />8" 2'-7" I <br />F11 F11 <br />- S1.0 S1.0 <br />VERIFY M.O. <br />VERIFY M.O. <br />• <br />F01 <br />S1.0 <br />F01 <br />S1.0 � • <br />o <br />( <br />m <br />1 1'-2 1 /2" <br />6'-8" <br />cV N <br />- i <br />I <br />N VERIFY M.O. <br />ci <br />ci <br />FO7 <br />• <br />3'-9" <br />S1.0 I <br />I <br />I <br />F <br />F26 <br />CJ <br />• <br />S1.0 <br />o <br />o <br />• <br />I <br />• <br />•I <br />I <br />S1.0 <br />• <br />ci <br />ci <br />• <br />F01 <br />S1.0 <br />• <br />• <br />I <br />SLOPE STARTS <br />HERE <br />I <br />F32 <br />ci <br />• <br />S1.0 <br />20'-1 <br />" <br />- <br />-F08 <br />• <br />LOCATION PER <br />ARCHITECTURE <br />VARI S <br />/ <br />�o <br />S1.0 <br />I <br />o <br />�w <br />�c <br />... F04 <br />S1.0 <br />• <br />• <br />cc <br />FO7 <br />N <br />S1.0 <br />ci <br />I <br />cJ <br />F04 <br />ERIFY ^01 <br />• <br />F01 <br />S1.0 <br />5 <br />2° <br />M.O. M <br />3 _4"' S 1 <br />1.0 <br />S1.0 <br />• <br />o <br />- <br />IN orCD <br />I <br />a <br />;n <br />• <br />FO6 <br />• <br />o <br />• <br />• <br />• • <br />• <br />• <br />• <br />VERIFY M.O. <br />To <br />• <br />•• <br />• <br />4'-3" <br />1'-8" <br />'-3 <br />1/ " <br />00 <br />i <br />0 <br />32"x24"x12" <br />••• <br />8 8" 1'-1" <br />VERIFY M.O. <br />CONC. FTG. w/ <br />°o <br />f <br />#4 BARS 6" O.C. <br />• <br />EA WAY <br />32"x24"x12" CONC. FTG. W/ <br />F03C <br />#4 BARS 6" O.C. EA WAY <br />S1.0 <br />1-9" <br />8" <br />16 -8" <br />1-8 <br />4 1-11" 1-8" <br />8" <br />7 -D" <br />g <br />2'-11 1 /2" <br />19'-6" <br />8'-3" <br />11 1 /2" <br />12'-3" <br />40'-0" <br />F03C <br />S1.0 <br />C5 <br />r <br />o <br />rR <br />o <br />Ln <br />0 <br />Lo <br />0 <br />m cd 0 <br />oo <br />co <br />Ln <br />FOUNDATION PLAN <br />SCALE: 1 /4"=1'—O" <br />LEGEND SYMBOLS <br />❑• 8x8 FILLED CELL W/ #5 REBAR <br />• F21 8x8 FILLED CELL W/ (2)#5 REBAR @ INSIDE FACE <br />❑O 8x8 FILLED CELL W/ NO REBAR REQUIRED <br />4 45' CMU — FILL CELLS W/ #5 REBAR <br />10 12x12 FILLED CELL W/ (4)—#5 REBAR <br />ELEV. V• ELEVATION INDICATOR - ELEVATION NOTED IS <br />`F RELATIVE TO FINISH FLOOR DATUM = 0'-0" <br />XX 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 />171 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />• BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />12-09-2019 <br />DATE ,`ti1111i11I <br />r <br />� r <br />i E OF�.`. <br />04011111) . ' ��►'�� <br />1lliitl <br />cn <br />0 <br />N <br />c) <br />CL <br />0 <br />U <br />0 <br />00 <br />M <br />MO <br />\'J <br />� <br />r4 <br />00 <br />0 <br />ul) <br />\ <br />O <br />00 <br />;HO <br />Q <br />'Iq <br />N <br />$�as <br />M <br />Q) <br />7-121 <br />O <br />� <br />b�D <br />r"r <br />c,* <br />NC)--� <br />O <br />� <br />O <br />O <br />O <br />� <br />Q <br />o <br />w <br />Z <br />o <br />� <br />O <br />� <br />O11 <br />� <br />PRODUCT MANAGER <br />RELEASE <br />DATE: 11 /11 /2019 <br />PROJECT TYPE <br />Single Famil <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />High ate <br />NPC CHIM NU IRR <br />2811.520 <br />SHEET <br />S1.1 <br />