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26'-0" <br />23'-4" <br />24"x32"x12" CONC FTG w/ <br />#4 REBAR @ 6" O.C. EA WAY <br />40'-0" <br />24"02%12" CONC FTG w/ - <br />#4 REBAR @ 6" O.C. EA WAY <br />$1.0 <br />14'-D" <br />F11 o F11 <br />S1.0 CD S1.0 <br />o <br />w/OPT. SCREEN w/OPT. SCREEN <br />o <br />a <br />ENCLOSURE ENCLOSURE <br />o <br />N <br />4>-01) 8" �, 16,_8" 8„ L. 3,_8, <br />3,_0, 8» L. 7,_0" 8„ L. 3,-0„ <br />F12 <br />VERIFY M.O. <br />51.4 <br />■ <br />VERIFY M.O. <br />I■ <br />■AIR <br />■ <br />T <br />F01 <br />■ <br />Forz <br />S1.4 <br />■ <br />S.C. <br />p <br />I <br />[D <br />N <br />\ <br />■ <br />I <br />I <br />O,-On <br />I <br />N <br />0 <br />■ <br />I <br />S. C. <br />3'-0 1/2" <br />9" <br />■ <br />17'-9" <br />6'-6 1 /2" 6'-10 1 /2" <br />■ <br />\ <br />r, <br />1 STORY <br />24'x24 x12 CONC <br />F10 <br />$1A <br />1 STORY <br />o <br />2 STORY <br />FTG w/ #4 REBAR <br />@ 6" O.C. EA WAY <br />Er- <br />d- 2 STORY <br />:::3] <br />c-j\ <br />N <br />vi �V <br />-1 <br />18'-2 1/ ' <br />I <br />� <br />14'-8 3/4"co <br />.h <br />11 <br />- <br />■ <br />---------------- - <br />- <br />00 <br />I <br />FFr <br />$1 A <br />00 <br />■ <br />T <br />S.C. <br />r, <br />�Fl <br />_ <br />co <br />o <br />REFER TO <br />ARCHITECTURE FOR <br />F08 <br />`n <br />■ <br />`I <br />ACTUAL WALL LOCATION <br />S1.0 <br />N <br />■ <br />S.C. <br />-_ <br />cc <br />I <br />`r <br />START SLOPE <br />V <br />`V <br />C' <br />HERE <br />■ <br />■ <br />FOA <br />51.0 <br />VA <br />IE5 <br />"' <br />S.C. <br />0 <br />PROVIDE (2) #43 -0 F09 <br />■ <br />LONG CORNER CRACK S1,0 <br />t+VA115 <br />■ <br />BARS 0 ALL CORNERS <br />o <br />OF SLAB (TYPICAL) <br />N <br />o <br />0 <br />■ <br />FO7 <br />o <br />0 <br />7 <br />�- <br />I <br />F41 <br />S1.0 <br />S1.0 <br />_ <br />w o <br />0 � <br />cn \ <br />S1.0 <br />■ <br />S.C. <br />■ <br />VERIFY M.O. <br />VERIFY w <br />2' 9" <br />8" <br />7 0" <br />8" <br />3'-11" <br />M.O. <br />4' 0" <br />y <br />0' <br />--�--• <br />S1.0 <br />■ <br />- <br />O <br />S1.0 <br />24"x24%12" CONC FTG w/ o <br />#4 REBAR @ 6" O.C. EA WAY <br />o <br />. <br />I <br />■ <br />■ <br />F"I <br />12'-6" S1.0 <br />20'-0" <br />FOUNDATION PLAN <br />SCALE: 1 /4"=1'-O" <br />VERIFY M.O. <br />6'-10" '-0" 8" 16'-8" <br />20'-0" <br />40'-0" <br />umna <br />LEGEND SYMBOLS <br />❑■ <br />8x8 FILLED CELL W/ #5 REBAR <br />[OF-21 <br />SxB FILLED CELL W/ (2)#5 REBAR @ INSIDE FACE <br />© <br />8x8 FILLED CELL W/ NO REBAR REQUIRED <br />45' CMU - FILL CELLS W/ #5 REBAR <br />12x12 FILLED CELL W/ (4)-#5 REBAR <br />ELEV. <br />ELEVATION INDICATOR - ELEVATION NOTED IS <br />RELATIVE TO FINISH FLOOR DATUM = O'-O" <br />XX <br />DETAIL INDICATOR <br />I FLOOR SLAB NOTES: <br />3 112" 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 />I PLUMBING NOTES: <br />REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE <br />LOCATIONS <br />00o Fieldstone <br />C.O.A# ARCHITECTURE: i <br />AA26002802 i <br />C.O.A.# ENGINEERING: NO. 86 <br />29349 <br />BENJAMIN NIESE, PE <br />P.E.# 86025 <br />❑ IAN MCCULLOUGH, PE Q E OF <br />P.E.#80956 <br />08/26/2021 <br />DATE SIGNED <br />*PulteGroup- <br />RODUCT MANAGER <br />RELEASE <br />PROJECT TYPE <br />SPECIFICATION LEVEL I <br />Pulte <br />PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />SIM <br />