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c <br />I <br />cc <br />40'-0' <br />26'-4" <br />F03C 1—Op 111—^p <br />51.0 2424"02' CONaC FTC w/ #4 <br />REBAR 0 6' O.C. EA WAY <br />1 <br />F03C <br />S1.0 <br />I F11 F11-- <br />R <br />27'-0` <br />- <br />S1.0 S1.0 <br />CO <br />F12 <br />2" <br />p 1 p p 11 p 1 p p 3'-5 1/2" 8 7 -0 8 41-1 8 7 -0 8 2'-3 1 <br />S1.0 <br />I <br />VERIFY M.O. <br />VERIFY M.O. <br />o <br />N I <br />I <br />:� <br />F01 <br />F07 '_ • <br />o <br />VARIES <br />S1.0 <br />S1.0 <br />00 <br />11 1/2' 1'-0 1/2" <br />NR <br />R <br />({ <br />8" <br />7 <br />I i <br />SOLID POUR ( <br />N <br />SOLID POUR <br />S.C. <br />RIFY M.O. ' �' <br />.I <br />•---- <br />'••• <br />F01 <br />R <br />R I <br />g" <br />3'-01/2' <br />■ <br />■L <br />F07 <br />S1.0 <br />O <br />R <br />pp <br />I <br />-� <br />� <br />. <br />512' <br />I <br />I <br />OL 0'-0- <br />S.C. <br />�ry/�� <br />' <br />N <br />^ <br />S1.0 <br />o0 <br />� <br />• <br />I <br />I <br />o <br />R <br />� <br />I <br />I <br />if� <br />a- <br />Qp <br />S.C. <br />I <br />• <br />ip <br />I <br />IC3 <br />I <br />�o <br />> M <br />• <br />_ <br />REFER TO ARCHITECTURE FOR <br />FOB <br />ACTUAL WALL LOCATION <br />I <br />■ <br />•. <br />S1.0 <br />\ <br />I <br />R <br />N <br />S.C. <br />I <br />64ff <br />START SLOPE <br />In <br />I S1.0 <br />' HERE <br />� I <br />I <br />LOCATION PER <br />REFER TO DETAIL FOR <br />■ <br />I ARCHITECTURE <br />FLUSH ENTRY CONDITION I <br />( <br />• <br />20'-9' <br />� <br />IVARIES <br />S1.0 <br />S.C.cm <br />. <br />S.C. <br />`a <br />I <br />■ <br />I <br />O <br />• <br />F04 °� <br />R <br />O <br />� � <br />R <br />\ <br />S1.0 N <br />I <br />I F07 <br />I <br />I <br />I <br />I <br />I <br />SOLID POUR <br />I <br />To <br />SOLID POUR <br />■ <br />CID <br />S.C. <br />I <br />, <br />S.C. <br />7 1/2' <br />7 1/2° <br />I <br />= <br />I <br />FM <br />S1.0 <br />3'-4" <br />_� <br />o VERIFY <br />I M.O.�'-- <br />t <br />F01 <br />R <br />00 <br />S1.0 <br />o <br />VERIFY <br />M.O. <br />N <br />N <br />' <br />• <br />• <br />• <br />• <br />r r <br />1'-8 1/2" IA 1/2' <br />'O 8" 16'-8' B" <br />21'-5" 4'-7" <br />N <br />40'-D• <br />y <br />fN <br />I_ <br />cn <br />0 <br />.n <br />0 <br />N <br />0 <br />N FOUNDATION PLAN - <br />SCALE: 1 /4'4-0" <br />g <br />2'-10" <br />VERIFY M.O. 1 <br />7'-0p 8' <br />14'-0" <br />2'-10' <br />LEGEND SYMBOLS <br />a <br />8x8 FILLED CELL W/ 1 <br />5 REBAR <br />Sx8 FILLED CELL W/ (2)5 REBAR ® INSIDE FACE <br />8x8 FILLED CELL W/ NO REBAR REQUIRED <br />ELEVATION INDICATOR - ELEVATION NOTED IS <br />RELATIVE TO FINISH FLOOR DATUM = 0'-0' <br />DETAIL NOICATOR <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 />COMM <br />REENTRANT SUCH AS INSIDE CORNERS OF AN *I! SHAPED SUB. <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 PUCE 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 />`,�511111/!,, <br />Lim <br />Fieldstone ,.��`��p <br />C.O.A.# 29349 <br />3400 AUBURN RD., #200 <br />AUBURN HILLS, MI 48326 <br />(248)622-4035 _ <br />0 BENJAMIN NIESE <br />P.E.# 86025 <br />❑ THOMAS A. WEBER, PE F <br />P.E.# 73242 j �COR100 <br />FLORIDA ���► G �� <br />0-14-2020 ���;��ONALDATE SIGNED lilt% <br />c� <br />N <br />9E <br />a_ <br />0 <br />U <br />c� <br />N <br />9E <br />a_ <br />0 <br />U <br />� <br />t ) <br />00 <br />Q) <br />45 <br />00 <br />M <br />0 <br />vJ <br />O <br />O <br />A� <br />V <br />7:11 <br />0 <br />ct) <br />N <br />0 <br />*PulteGroup- <br />o <br />PRODUCT MANAGER <br />RELEASE <br />1110 l <br />Pulte <br />PLAN NAME <br />LAMMMCMAR <br />NPC CHILD NUMBER <br />2810.500 <br />SHEET <br />S1.1 <br />