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vi <br />FOUNDATION PLAN <br />SCALE: 1/4"=1'-O" <br />oc <br />CC <br />CC <br />40 -0" <br />14'-0" 26'-0" <br />23'-4" '-0 <br />S1.0 24"x32"x12" CONIC FTG w/ 24"x32"x12' CONIC FTG w/ S1.0 <br />#4 REBAR ® 6' O.C. EA WAY #4 REBAR ® 6" O.C. EA WAY-- <br />' � <br />F36P r — — <br />"••� <br />" <br />F11 o W F11 S1.0 <br />• <br />I <br />o <br />'oo <br />I w/OPT. SCREEN N w/OPT. SCREEN IOUTDOORI <br />I <br />o <br />ENCLOSURE ENCLOSURE iKITCHEN <br />3'-0" 8' 7'-0' 8" 3'-0" <br />3'-8" 8" 16'-8' "' 8' <br />F12 <br />Si.o <br />L <br />VERIFY M.O. <br />" <br />• <br />VERIFY M.O. <br />• <br />• <br />• • <br />• • <br />• • • <br />• • <br />• <br />T <br />• <br />si.o <br />I <br />Fon <br />I <br />• <br />S.C. <br />in <br />I <br />0'—oa <br />CV <br />. <br />I <br />I <br />I <br />o <br />GO <br />S.C. <br />9" <br />3'-3' <br />6'-10 1 /2" 6'-6 1 /2" <br />17'-9" <br />I <br />• <br />• <br />C5 <br />1 STORY <br />F10 <br />51.0 <br />24" x24 x12" CONIC <br />I <br />1 STORYloo <br />�, <br />M <br />I <br />2 STORY'-,- <br />— <br />FTG w/ #4 REBAR <br />0 6' O.C. EA WAY <br />2 STORY <br />• <br />I <br />-d- <br />L —1 <br />• <br />I <br />' <br />I <br />7'_131 <br />14'-8 3/4' <br />"' <br />1 <br />'-2 1/4' <br />lcxD <br />loo <br />ca <br />I <br />CV <br />I <br />a <br />CO <br />I <br />Z <br />W <br />C. 0 <br />QI <br />� <br />• <br />T <br />I <br />cV <br />cn O <br />S.C. <br />M <br />S1.0 <br />`V <br />• <br />F26 <br />I <br />• <br />`„ <br />o <br />F08 <br />REFER TO N <br />ARCHITECTURE FOR ":i-_ <br />S1.0 <br />ACTUAL WALL LOCATION `;' <br />I <br />• <br />• <br />co <br />`� <br />'� <br />START SLOPE <br />( <br />I <br />HERE <br />Q' <br />"' <br />V S <br />S1.0 <br />• <br />I <br />I I <br />o <br />S.C. <br />00 <br />• <br />I <br />IES <br />F09 PROVIDE (2) 14x3'-O" <br />S1,0 LONG CORNER CRACK <br />• <br />BARS ® ALL CORNERS <br />I <br />al <br />" <br />I <br />I OF SLAB (TYPICAL) <br />0 <br />IIN <br />OF <br />o <br />N 7 <br />fV� <br />I <br />• <br />CV <br />CAI <br />'o N <br />F01 <br />• <br />S1A <br />To <br />S1.0 <br />a <br />o <br />S.C. <br />•Amd 101• <br />•1 181 1 181is <br />`*• <br />VERIFY <br />VERIFY M.O. <br />VERIFY M.O . <br />I <br />' <br />-0 <br />� <br />4'-0' M.O. <br />3'-2" <br />3-10' <br />2-0 <br />3-10 <br />'-2" <br />2 <br />a <br />°� <br />I <br />0Fs <br />o <br />S1.0 <br />24"x24"x12" CONC FTG w/ <br />#4 REBAR 06 O.C. EA WAY <br />Ln <br />H. <br />L•• <br />-I <br />of <br />• <br />••• <br />VERIFY M.O. <br />16'-8" <br />20'-0' <br />'-01. 6'-6' [ �0 13'-6" <br />40'-0' <br />20'-0" <br />F03B <br />s1.o <br />LEGEND SYMBOLS <br />a <br />Q <br />8x8 FILLED CELL W/ #5 REBAR <br />• 2 <br />8x8 FILLED CELL W/ (2)#5 REBAR 0 INSIDE FACE <br />a <br />❑O <br />8x8 FILLED CELL W/ NO REBAR REQUIRED <br /><0 <br />45' CMU -FILL CELLS W/ #5 REBAR <br />❑� <br />12A 2 FILLED CELL W/ (4)-15 REBAR <br />ELE <br />ELEVATION INDICATOR - ELEVATION NOTED IS <br />RELATIVE TO FINISH FLOOR DATUM = 0'-0' <br />>a <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 RONFORCING 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, VATH <br />THE FIRST BAR PLACED 2' (51mm) FROM THE CORNER. ALL <br />REINFORCEMENT SHALL BE SUPPORTED TO RE)AAIN 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 />AA260028W <br />C.O.A.# ENGINEERING: <br />29349 <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />3/31 /21 <br />DATE10 <br />,1��11t111(� <br />4%i.. <br />STA OF <br />% <br />o� <br />v <br />M <br />0 <br />uo) <br />O <br />00 <br />A� <br />Vc <br />cz <br />4 <br />w <br />N <br />� <br />*PultoGroup- <br />RODUCT MANAGER <br />RELEASE <br />P <br />PROJECT TYPE <br />0.1• 1 im <br />SPECIFICATION LEVEL <br />Pi lte <br />PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />SIM <br />