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CP) <br />FOUNDATION PLAN <br />SCALE: 1 /4"=1'-O" <br />oc <br />I <br />a <br />40'-0" <br />14'-0" p 26'-0" <br />23'-4" '-0 <br />S1A 24"x32"x12" CONC FTG w/ 24"x32"x12" CONC FTG W/ 81A <br />#4 REBAR 06" O.C. EA WAY4 REBAR @ 6" O.C. EA WAY— <br />. <br />F11 F11 <br />-- S1A o S1A ... ... <br />"o� <br />w/OPT. SCREEN N w/OPT. SCREEN I <br />I <br />o <br />o <br />ENCLOSURE ENCLOSURE <br />a <br />3'-0" 8" 1'-0" " 3'-0" <br />3'-8" „ 16'-8" " 4'-0" <br />I� <br />F12 <br />" <br />n <br />S1A <br />VERIFY M.O. <br />VERIFY M.O.lie <br />o <br />� <br />I <br />o <br />� <br />s,-o <br />I <br />z <br />i <br />S.C. <br />I <br />� <br />I <br />o <br />I� <br />CD <br />r' <br />IT <br />a <br />I, <br />S.C. <br />9" <br />3'-3" <br />6'-10 1 /2" 6'-6 1/2 <br />_ <br />F10 <br />o <br />•I <br />1 STORY <br />S1•Q <br />24"x24"x12" CONC <br />1 STORY <br />M <br />u <br />2 STORY <br />_ <br />— � <br />�� <br />IF <br />_ <br />FTG w/ #4 REBAR <br />6" Q.C. EA WAY <br />2 STORY <br />. <br />I <br />I <br />— <br />L.21 <br />1'-1" <br />'j <br />14'-8 3/4" <br />o <br />' <br />1 <br />' -2 1/4" <br />oo <br />oo <br />11 <br />I <br />Q• <br />C <br />co <br />O <br />• <br />• <br />F10 <br />I <br />S.C. <br />S1A <br />1 <br />S1 A <br />I <br />I <br />I <br />00 <br />rFM <br />REFER TO C, <br />ARCHITECTURE FOR <br />S1.0 <br />ACTUAL WALL LOCATION <br />CV <br />START SLOPE <br />HERE <br />VA ES <br />I <br />I <br />, <br />S.C. <br />` <br />I <br />I <br />oo <br />I <br />v s <br />S1�A LONGDCORNER 4CRACK <br />BARS 0 ALL CORNERS <br />I <br />_ <br />" <br />( <br />OF SLAB (TYPICAL) <br />o <br />b <br />1 <br />"c t? <br />o 0 <br />O <br />I <br />a <br />rFM <br />I <br />N <br />S.C. <br />Fit <br />is Amd lml 11 1 lffx�— <br />10101 1 <br />VERIFY <br />VERIFY M.O. <br />S1.0 <br />- <br />--0 <br />M.O. <br />4'-0" <br />[1'-4" <br />2'-1" <br />" <br />1>-0„ <br />2, g„ <br />F06 <br />I <br />0 <br />o <br />24"x24"x12" CONC FTG w/ <br />Ln <br />o � <br />#4 REBAR ®6" O.C. EA WAY <br />• <br />. <br />• <br />I <br />, <br />o <br />. <br />VERIFY M.O. <br />16'-8" <br />20'-0" <br />40'-0' <br />7 13'-4" <br />20'-0" <br />LEGEND SYMBOLS <br />A <br />8x8 FILLED CELL W/ #5 REBAR <br />FN-T-21 <br />8.8 FILLED CELL W/ (2)15 REBAR ® INSIDE FACE <br />© <br />8x8 FILLED CELL W/ NO REBAR REQUIRED <br />r <br />45' CMU - ALL CELLS W/ #5 REBAR <br />a <br />12x12 FILLED CELL W/ (4)-#5 REBAR <br />OIL ELEV. <br />ELEVATION INDICATOR - ELEVATION NOTED IS <br />RELATIVE TO FINISH FLOOR DATUM = 0'-0" <br />DETAIL INDICATOR <br />I 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 />I PLUMBING NOTES: <br />REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE <br />LOCATIONS <br />O • `%%IIIIIIII <br />C60 Fieldstone`��p <br />C.O.A# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: No. $B <br />29349 _ <br />■ BENJAMIN NIESE, PE r f <br />P.E.# 86025 <br />❑ IAN MCCULLOUGH, PE ♦� Q ST i <br />P.E.# 80956 <br />08/23/2021 <br />DATE SIGNED <br />OR1G-:•�CZ``sz, <br />'����ir��NAl.1f; �♦ <br />'*PulteGrou <br />I" <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX XX <br />PROJECT TYPE <br />Sin a Famil, <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />siol <br />