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N <br />O <br />N <br />Q <br />W <br />0 <br />a <br />FOUNDATION PLAN <br />SCALE: 1 /4"=l'-O" <br />26'-0" <br />F03C '-0"L. 11'-8" <br />03 24"x24"x12" CONC FTG w/ <br />#4 REBAR @ 6" O.C. EA WAY <br />40'-0" <br />11'-8" <br />- 24"x24"x12" CONC FTG w/ - <br />#4 REBAR @ 6" O.C. EA WAY <br />, <br />F03C <br />81.0 <br />14'-0" <br />F11 o F03G F11 --- <br />S1.0 S1.0 <br />N 51.0 <br />o <br />w/OPT. SCREEN w/OPT. SCREEN <br />o <br />o <br />ENCLOSURE ENCLOSURE <br />a <br />'-0" 8" 6'-8" 8" 3'-6" 8" 10,_211 8„ n L. <br />3'-0" L.8" L. 7'-0" 8" 3'-0" <br />F12 <br />S1.0 <br />VERIFY M.0 <br />I <br />VERIFY M.O. <br />VERIFY M.O. <br />• <br />■• <br />•• <br />10111111 <br />laislal•• <br />IN <br />• <br />KFOI <br />0 <br />• <br />S1.0 <br />I <br />• <br />FO7 <br />S. C. <br />S1.0 <br />o <br />I <br />I <br />I <br />I <br />� <br />- <br />- <br />Ln <br />M <br />0'-0" <br />- <br />o <br />I <br />c <br />S.C. <br />3'-3" <br />911 <br />• <br />I <br />17'-9" <br />6'-6 1/2' 6'-101/2" <br />■ <br />M <br />1 STORY <br />24"x24"xt2" CONC <br />F10 <br />51.0 <br />1 STORY <br />: <br />o <br />d <br />• <br />2 STORY <br />FTG w/ #4 REBAR <br />@ 6" O.C. EA WAY <br />� <br />2 STORY <br />>- oo <br />I <br />w <br />L -J <br />F <br />' <br />18'-2 1/ ' <br />�' <br />14'-8 3/4" <br />7'-1" <br />�•CXD <br />co <br />00Fr <br />I <br />d <br />-r—, <br />N <br />; <br />_I <br />— <br />— — <br />_ <br />l(D- <br />Z <br />• <br />d <br />.(/) <br />a I <br />Q <br />I.iJ <br />cm <br />~ I <br />S1.0) <br />S.C. <br />`V <br />• <br />r <br />F26 <br />• <br />i <br />s1.0 <br />I <br />co <br />o <br />REFER TO <br />ARCHITECTURE FOR <br />F08 <br />• <br />I <br />`;' <br />ACTUAL WALL LOCATION <br />S1.0 <br />• <br />S.C. n <br />co <br />-- <br />START SLOPE <br />— — � <br />C-4 <br />HERE <br />• <br />V IES <br />• <br />S1.0 <br />` <br />S.C. <br />o <br />c <br />I <br />I <br />co <br />PROVIDE (2) #4x3'-O F09 <br />VIES <br />• <br />LONG CORNER CRACK S1,0 <br />• <br />BARS LCORNERS <br />0 <br />SLAB (TYPICAL) <br />CV <br />OI <br />O <br />■ <br />FO7 <br />I �� <br />o <br />`r <br />F01 <br />o <br />F04 <br />d- <br />S1.0 <br />S1.0 <br />I <br />I <br />I <br />� F� <br />o � <br />S1.0 <br />• <br />, <br />• • • • • <br />IsS.C. <br />o <br />• <br />• <br />VERIFY M.O. <br />VERIFY w <br />04 <br />� <br />�8- <br />M.O. N <br />2'-9" <br />8" <br />7' -0" <br />2'-7" <br />1'-4" <br />4-0" <br />-0 <br />1.0 <br />( <br />• <br />0 <br />I 00 <br />F06 <br />o <br />24"x24"x12" CONC FTG w/ <br />-�. <br />#4 REBAR @ 6" O.C. EA WAY <br />CL- <br />o <br />S1.0 <br />FO3G <br />13'-4" S1.0 <br />20'-0" <br />r r <br />VERIFY M.O. <br />6,_$n ,_0, $" 16,_8n <br />�j 20,_0n <br />40'-0" <br />, <br />LEGEND SYMBOLS <br />0 <br />8x8 FILLED CELL W/ #5 REBAR F <br />• 2 <br />8x8 FILLED CELL, W/ (2)#5 REBAR 0 INSIDE FACE E <br />❑On <br />8x8 FILLED CELL W/ NO REBAR REQUIRED <br />C_ <br />♦ <br />45' CMU - FILL CELLS W/ #5 REBAR <br />12xl2 FILLED CELL W/ (4)-#5 REBAR <br />ELEV. V <br />ELEVATION INDICATOR - ELEVATION NOTED IS <br />Y <br />RELATIVE TO FINISH FLOOR DATUM = 0'-0' <br />XX <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 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 />G.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.U.A.# ENGINEERING: <br />29349 <br />Cl THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />8 BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />4/20/21 <br />DATE,; % t l l l l l[ <br />0.8 <br />OF <br />lilt <br />O <br />o� <br />ci <br />e--q <br />00 <br />O <br />� <br />o <br />00 <br />Q <br />ull) <br />�-I <br />O <br />`Y' <br />U <br />O <br />r <br />as <br />N <br />� <br />[ ouia <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 />SIM <br />