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rn <br />3 <br />V) <br />U <br />U <br />U <br />FOUNDATION PLAN <br />SCALE: 1 /4"=1'-O" <br />oc <br />I <br />14'-0" <br />F03C 1-8" <br />S1.0 <br />40'-0° <br />- 24"x32"x12" CONC FTG w/ <br />#4 REBAR @ 6" O.C. EA WAY <br />26'-0' <br />23'-4" <br />24"x32"x12' CONC FTG w/ <br />#4 REBAR @ 6' O.C. EA WAY— <br />F03S1.0C <br />L <br />• <br />F36P <br />.. F11 oW F11 S1.0 <br />i <br />I <br />o <br />o S1.0 <br />I w/OPT. SCREEN N w/OPT. SCREEN �DUMOOR <br />KITCHEN I <br />o <br />o <br />ENCLOSURE ENCLOSURE i <br />3'-0° 8° 7'-0' 8' 3'-0" <br />3'-8' 8" 16'-8' "' 8' 4'-O" <br />L <br />aF12 <br />si.o <br />VERIFY M.O. <br />04- <br />all <br />VERIFY M.O. <br />i <br />i <br />■■ <br />ii <br />al <br />i <br />T <br />F01 <br />O <br />O <br />i <br />S1.0 <br />I <br />Fo 7z <br />I <br />• <br />S.C. <br />1. <br />z <br />I <br />I <br />I <br />O <br />`a <br />I <br />0'-0• <br />I <br />I <br />i <br />N <br />i) <br />( <br />o <br />CD <br />S.C. <br />9' <br />3'-3" <br />-- <br />6'-10 1 /2" 6'-6 1 /2° <br />17'-9' <br />I <br />i <br />o1 <br />STORY <br />F10 <br />S1.0 <br />24"x24'x12' CONC <br />1 STORY <br />00 <br />STORY"- C <br />FTG w/ #4 REBAR2 <br />®6" O.C. EA WAY2 <br />STORYL_J <br />• <br />P�4 <br />14'-8 3/4' <br />18'-2 <br />1/4' <br />cti7 <br />007'-1 <br />F10 <br />_ <br />N <br />S.C. <br />S1.0 <br />`1 <br />i <br />F26 <br />--- - <br />— -- <br />i <br />S1.0 <br />m <br />o <br />�� <br />I <br />`a <br />F08 <br />I <br />REFER TO <br />ARCHITECTURE FOR <br />S1.0 <br />ACTUAL WALL LOCATION <br />I <br />i <br />i <br />_`i <br />S.C. <br />00 <br />i <br />START SLOPE <br />HERE <br />VAR S <br />F09 <br />S1.0 <br />• <br />I <br />I <br />I <br />o <br />S.C. <br />I <br />/ <br />I <br />co <br />I <br />V <br />o <br />FO9 PROVIDE (2) #4x3 -0" <br />ES <br />i <br />S10 LONG CORNER CRACK <br />i <br />BARS ® ALL CORNERS <br />OF SLAB (TYPICAL) <br />o <br />O <br />[(� <br />o <br />p N <br />of <br />I <br />FO7 <br />I <br />i <br />_i <br />N <br />51.0 <br />W <br />S1.0 <br />F01 <br />�i <br />S.C. <br />i <br />Ali lei lei <br />lei imi i I•I IN <br />w VERIFY <br />,, M.O. <br />VERIFY M.O. <br />VERIFY M.O. <br />i <br />I <br />S1.0 <br />'-0 <br />4'-b' <br />3'-2' <br />3'-10" <br />2'-0" <br />3'-10" <br />2'-2' <br />FO6 <br />0 <br />0 <br />`w <br />S10 <br />00 <br />24"x24%12" CONC FTG w/ <br />o #4 REBAR @ 6" O.C. EA WAY <br />o <br />iii <br />VERIFY M.O. <br />-0 8° 16'-8" 8' '- <br />20'-0" <br />40'-0° <br />F03B <br />6'-6' S1.0 13'-6' <br />20'-0' <br />FZ <br />S1.0 <br />LEGEND SYMBOLS <br />0 8x8 FILLED CELL W/ #5 REBAR <br />F&F-21 8x8 FILLED CELL W/ (2)#5 REBAR 0 INSIDE FACE <br />QO 8x8 FILLED CELL W/ NO REBAR REQUIRED <br />45' CMU - FILL CELLS W/ ¢5 REBAR <br />❑ 12xl2 FILLED CELL W/ (4)-#5 REBAR <br />ELE V 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' Z500 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 />BENJAMIN NIESE, PE <br />P.E.# 86025 <br />❑ [AN MCCULLOUGH, PE <br />P.E.# 80956 <br />08/04/2021 <br />DATE �%IIIII <br />No. 86 <br />ATE O <br />pk <br />111114 <br />00 <br />O� <br />�� <br />1 <br />r-4 <br />00 <br />M <br />om <br />o <br />00 <br />Q <br />� <br />v <br />a` <br />cn <br />vC_l� <br />UM <br />� <br />w <br />r <br />N <br />0 <br />tPulteC',�ol­au,,.lµ. <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />PROJECT TYPE I <br />Sinele Family <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />Si.1 <br />