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;o <br />FOUNDATION PLAN <br />SCALE: 1/4"=1'-O" <br />W <br />0 <br />a <br />00 <br />I <br />40'-0" <br />26'-0" <br />!8110 <br />0C'-023'-4" 1'-8" F03C <br />24"x32" x12" CONC FTG w/ 24"x32"x12" CONC FTG w/ S1.0 <br />#4 REBAR ® 6" O.C. EA WAY #4 REBAR ® 6" O.C. EA WAY <br />14'-0" <br />I <br />"''d <br />— <br />Ilk <br />F11 W o F11 -- <br />S1.0 0 51.0 <br />o <br />I <br />IOUTDOOR� w/OPT. SCREEN w/OPT. SCREEN I <br />KITCHENi <br />CD <br />o <br />ENCLOSURE ENCLOSURE <br />4'-0„ I 8" , 16'-8" 8" 3'-8n <br />3'-0„ 8" 7'-0" 8" 3'-0" <br />" <br />" <br />F12 <br />_d- <br />NO <br />--J <br />S1.0 <br />Lt <br />VERIFY M.O. <br />VERIFY M.O. <br />mis <br />�� <br />o <br />KFOJ <br />S1.0 <br />I <br />• <br />1. <br />S.C. <br />o <br />I <br />I <br />I <br />�i <br />in <br />o <br />m <br />I <br />m <br />- <br />o� <br />0'-0" <br />7� <br />N <br />I• <br />o <br />I <br />I <br />I <br />CID <br />S.C. <br />3'-0 1 /2" <br />9" <br />6'-6 1 /2" 6'-10 1 /2" <br />a <br />1 STORY <br />n n <br />24 x24 x12' CONC <br />F10 <br />S1.0 <br />1 STORY <br />- <br />' <br />6 <br />d <br />2 STORY <br />FTG w/ #4 REBAR <br />@ 6" O.C. EA WAY. <br />' <br />Er- <br />2n <br />d 2 STORY <br />:,I <br />00 <br />r i <br />w <br />> <br />; <br />18'-2 1/ ' <br />"' <br />14'-8 3/4° <br />7'4" <br />F <br />°oCID <br />I <br />I <br />I <br />, <br />— — <br />— <br />S1.0 <br />I <br />- <br />00 <br />F <br />--r <br />--- <br />S. C. <br />. <br />A_ <br />�FIO <br />" <br />S1.0 <br />N <br />I <br />I <br />-10 1 /2"CXD <br />'' <br />I <br />d <br />I <br />o <br />I I <br />REFER TO <br />ARCHITECTURE FOR <br />F08 <br />CID <br />C'4 <br />n <br />5 1 2 L, <br />`i' <br />ACTUAL WALL LOCATION <br />$1.0 <br />N <br />I <br />0 <br />' <br />d <br />START SLOPE <br />`� <br />F26 <br />F09 <br />HERE <br />M <br />• <br />51.0 <br />AV17E <br />S1.0 <br />` I <br />S.C. <br />o <br />I <br />oo <br />I <br />1 <br />PROVIDE (2) #4x3'-O" F09 <br />VA IES <br />d <br />LONG CORNER CRACK S1.0 <br />BARS @ ALL CORNERS <br />OF SLAB (TYPICAL) I <br />_ <br />CV <br />• <br />I <br />I <br />FO7 <br />O <br />0 <br />OF <br />I <br />O <br />F01 <br />o <br />F04 <br />d <br />ter- <br />S1,0 <br />S1.0 <br />0 LLJ <br />S1.0 <br />lml• <br />• <br />S.C. <br />CDi <br />•• <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 />'-0 <br />1.0 <br />o <br />I <br />F06 <br />24"x24"x12" CONC FTG w/ <br />#4 REBAR ® 6" O.C. EA WAY o <br />o <br />TO— <br />CDcxDl <br />Wgin <br />I <br />F03D F03D <br />S1.0 8" 12'-6" S1.0 <br />20'-0" <br />VERIFY M.O. <br />6'-10" '-0' 8" 16'-8" <br />r n 20'-0" <br />40 -0 <br />I <br />LEGEND SYMBOLS <br />7 <br />8x8 FILLED CELL W/ #5 REBAR <br />FST 21 <br />8x8 FILLED CELL W/ (2)#5 REBAR ® INSIDE FACE <br />[O <br />8x8 FILLED CELL W/ NO REBAR REQUIRED <br />4 <br />45' CMU - FILL CELLS W/ #5 REBAR <br />12x12 FILLED CELL W/ (4)-#5 REBAR <br />EL <br />ELEVATION INDICATOR - ELEVATION NOTED IS <br />RELATIVE TO FINISH FLOOR DATUM = 0'-0' <br />XX <br />DETAIL INDICATOR <br />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 />C.O.A.# ARCHITECTURE: <br />AA26R02N2 <br />C.O.A.# ENGINEERING: <br />29349 <br />D THt3MAS A, WE81 R, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />3/9/21 <br />DATE,�y����littt fh <br />4:STAT <br />r f�% <br />NAL <br />cV <br />O <br />N <br />d <br />0 <br />U <br />� <br />o <br />Mod <br />t'J <br />� <br />e--a <br />OQ <br />c,7 <br />V J\ <br />00 <br />Q� <br />4� <br />U <br />cn <br />�' <br />�+m <br />$- <br />cz <br />• <br />(u <br />721 <br />O <br />bA <br />N <br />� <br />'WulteGroup- <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX Am <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 />SIM <br />