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r14 <br />in <br />Is <br />001 <br />FOUNDATION PLAN <br />a SCALE: 1 /4"=1'-0" <br />sib <br />r <br />0 <br />o <br />0 <br />I <br />a o <br />Ln <br />00 <br />I <br />1-0 <br />0 <br />M <br />40'-0" <br />10'-8" 29'-4" <br />F03C <br />24"x24"x12" CONC. FTG. w/ <br />S10 <br />#4 BARS 6" O.C. EA WAY <br />o <br />w/ OPT. w/ OPT. <br />SCREEN SCREEN <br />ENCLOSURE ENCLOSURE <br />___ F11 F11 <br />s1.o s1.o <br />2-7" " 10'-2" 4'-51/2" B" 7'-0" 8" S-11/2" <br />VERIFY M.O. VERIFY M.O. <br />------ <br />— <br />,--I <br />� a-- <br />I <br />Lo <br />o <br />■ <br />F01 <br />-� S1 A <br />F01 _ <br />o Ti <br />� <br />1'-21/2" <br />I <br />2'-11/2" <br />I <br />_ <br />N <br />C <br />r, <br />I <br />VERIFY M.0 <br />N <br />I <br />■ <br />CJ <br />0 <br />■ <br />CJ <br />3'-01/2" <br />9" <br />S1A <br />I <br />I <br />- <br />I <br />a <br />-5 1 2 <br />� <br />• <br />CJ <br />o <br />S1.0 <br />CD <br />I• <br />I <br />I <br />I <br />_ F01 <br />S1A <br />• <br />• <br />CJ <br />CJ <br />I <br />Fo1 •- <br />51.0 I <br />REFER TO ARCHITECTURE FOR <br />ACTUAL WALL LOCATION <br />S1A <br />F+ <br />— — <br />— <br />• <br />ci <br />M <br />SLOPE STARTS <br />I <br />HERE <br />I <br />■I <br />2 <br />'-10" I <br />I� <br />VARIES <br />I <br />■ <br />o <br />r- <br />I <br />1 <br />,�, <br />CJ <br />00 <br />I <br />I <br />S1A <br />F01 <br />I <br />o <br />o <br />W <br />�5 <br />■ <br />• <br />CJ <br />I F01 <br />S1A <br />I <br />5 <br />N VERIFY <br />" �; M. o, <br />3'-4" 51 <br />CJ <br />S1A <br />I <br />� <br />I <br />-- <br />J <br />l�—S1 <br />o <br />L— <br />— <br />VERIFY M.O. <br />VERIFY M.O. <br />2'-111/2" <br />[8" <br />7'-0" <br />8" <br />2'-111/2' <br />4'-3" <br />1'-9" <br />8" <br />14'-3" <br />21'-6" <br />40'-0" <br />L <br />L <br />r <br />Al <br />= M <br />63 <br />Ln I <br />i <br />LEGEND SYMBOLS <br />m 8x8 FILLED CELL W/ #5 REBAR <br />FM-F2-1 8x8 FILLED CELL W/ (2)15 REBAR @ INSIDE FACE <br />❑O 8x8 FILLED CELL W/ NO REBAR REQUIRED <br /><9 45' CMU - ALL CELLS W/ #5 REBAR <br />Al 12x12 FILLED CELL W/ (4)-15 REBAR <br />ELEV. ELEVATION INDICATOR - ELEVATION NOTED IS <br />RELATIVE TO FINISH FLOOR DATUM = 0'-0" <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 1" SHAPED SLAB. <br />REENTRANT CORKERS 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 />opo Fieldstone `% . <br />C.O.A# ARCHITECTURE: 1 Qi <br />AA26002802 <br />C.O.A.# ENGINEERING: 0.8 <br />29349 <br />■ BENJAMIN NIESE, PE .0 ;• a,+ <br />P.E.# 86025 <br />❑ IAN MCCULLOUGH, PE STATE <br />P.E.# 80956 R A <br />Rku <br />08/26/2021 <br />DATE SIGNED JALlilt <br />O <br />[V <br />CL <br />0 <br />U <br />*PulteGroup- <br />vz <br />v <br />o <br />Cr� <br />M <br />00 <br />0 � <br />C/� <br />n ,...a <br />r1 <br />O <br />c lr ' <br />O <br />x � w <br />PRODUCT MANAGER <br />RELEASE <br />PROJECT TYPE I <br />Single Family <br />Pult J <br />FPLAN NAME <br />iehoate <br />NPC CHILD NUMBER <br />2811.500 <br />SHEET <br />siol <br />