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cc <br />I <br />cm <br />FOUNDATION PLAN <br />SCALE: 1/4"=1'-O" <br />14'-0" <br />4D'-0" <br />- 24"x32"x12" CONC FTG w/ <br />#4 REBAR 0 6" O.C. EA WAY <br />26'-0' <br />23'-4" <br />1 <br />24'x32"x12' CONC FTC w/ �I . S1A <br />#4 REBAR 0 6- O.C. EA WAY <br />, , I— <br />a <br />F36P F <br />F11 o F11---�}Em <br />-- S1.0 S1,0 <br />o o <br />I w/OPT. SCREEN N w/OPT. 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EA WAY <br />2 STORY <br />—-� N <br />I\ <br />Iri . <br />14'-8 3/4' <br />"' <br />1 <br />'-2 1/4" <br />co <br />I <br />o <br />S.C. <br />, <br />II <br />I <br />R <br />M <br />F10 <br />S1.0 <br />_ 6+ <br />pry <br />1 <br />I 1 <br />III <br />I 1 <br />' <br />a <br />I <br />REFER TO N <br />ARCHITECTURE FOR <br />' <br />S1,0 <br />ACTUAL WALL LOCATION `14 <br />N <br />I� <br />; <br />i <br />1 <br />O <br />I <br />.� <br />\ <br />•. <br />LOCATION PER <br />' � ARCHITECTURE <br />1 <br />START SLOPE <br />HERE <br />a <br />"' <br />I <br />V ES <br />o S1,0 <br />E• <br />, <br />' <br />b <br />R <br />' <br />S1.0 <br />a' I <br />I I S.C. <br />, <br />I I <br />I <br />I <br />77 <br />, <br />b <br />I <br />' F09 PROVIDE (2) 14x3'-0" <br />IE'l, <br />S1.0 LONG CORNER CRACK <br />BARS 0 ALL CORNERS <br />I <br />I OF SLAB (TYPICAL) <br />1 <br />I <br />F04 <br />I <br />o N <br />' <br />o <br />FO7 <br />S1.0 <br />I <br />1 <br />1 <br />• <br />F01 <br />--r <br />1 <br />S1.0 <br />= <br />I <br />L <br />cm <br />S.C. <br />--� •--------- ----- <br />T87 <br />------ • ---- •-----------E • ---- <br />(EFIN <br />« VERIFY <br />M.O. <br />VERIFY M.O. <br />VERIFY M.O. <br />R <br />'-0 <br />Y 4'-0' <br />3'-2" <br />3'-10" <br />2'-0' <br />3'-10' <br />21-2- <br />FO6 <br />I <br />°O <br />' <br />I <br />I <br />1 <br />o <br />o <br />W 24"x24'x12' CONC FTG w/ <br />#4 REBAR 0 6" O.C. EA WAY <br />"v <br />I � <br />1 <br />1 <br />VERIFY M.O. <br />161-8a <br />20'-Op <br />F03B <br />-0 6'-6" S1.0 13'-6" <br />-0' <br />20'-0" <br />F03B <br />S1,0 <br />LEGEND SYMBOLS <br />0 <br />8x8 FILLED CELL W/ #5 REBAR <br />• 2 <br />8x8 FILLED CELL W/ (2)15 REBAR 0 INSIDE FACE <br />DO <br />8x8 FILLED CELL W/ NO REBAR REQUIRED <br />45- CMU - FILL CELLS W/ 15 REBAR <br />12x12 FILLED CELL W/ (4)-#5 REBAR <br />E ELEVATION INDICATOR - ELEVATION NOTED IS <br />Y RELATIVE TO FINISH FLOOR DATUM = 0'-0" <br />DETAL INDICATOR <br />XX <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, IMTH <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 DURAl10N OF THE <br />CONCRETE PLACEMENT. <br />PLUMBING NOTES: <br />REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE <br />LOCATIONS <br />O@O FiddLsWne <br />C.O.A.# ARCHITECTURE: AA26002802 <br />C.O.A.# ENGINEERING: 29349 <br />3400 AUBURN RD., #200 <br />AUBURN HILLS, MI 48326 <br />(248) 622-4035 <br />THOMAS A. WEBER, PE <br />P.E.; 73242 FLORIDA <br />BRIAN C. FRESOWE, PE <br />P.E.# 76785 FLORIDA <br />• IAN P. MCCULLOUGH„ PE 8/24/ <br />P.E# 80956 FLORIDA DAT <br />GK McG'U�''�. <br />QP.•'•�jGENSF .•�G <br />_= No. •'�s <br />•• STA F <br />- �40RIDP <br />ZONAL �� ��•`. <br />C5 <br />O <br />N <br />O <br />N <br />c� <br />V <br />o <br />00 <br />M <br />0 <br />u*) <br />� <br />O <br />A� <br />� <br />O <br />V <br />v--4 <br />co <br />cc <br />N <br />� <br />*PulteGroup- <br />RODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/xxxx <br />PROJECT TYPE <br />A • 1 T <br />SPECIFICATION LEVEL I <br />Pulte <br />P <br />PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />SIM <br />