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I v a� 0 U U N 0 N 0 FOUNDATION PLAN oc CC CC 26'-0' Nsi24'x24"x12" CONC FTG w/ #4 REBAR 0 6' O.C. EA WAY 40'-O" 11'-8" - 24"x24"x12' CONC FTG w/ - J4 REBAR 0 6" O.C. EA WAY 7 Sib 14'-0" I M N. S1.0 F11 W o F03G F11 S1.0 S1.0 S1.0 -- o OUTDOOR w/OPT. SCREEN w/OPT. SCREEN o KITCHEN i ENCLOSURE ENCLOSURE , o 1 a' 0" 8' 6'-8' 8" 3'-6' 10'-2a 8• 3,-0. 8• 1-0, 8• 31-0• F121 S1.0 VERIFY M.0 VERIFY M.O. VERIFY M.O. ------------------ ------------------ -------------------- _ ---------- ---------- - _ _ - II ' I o 1 1 1 Fo1 a FO7 S.C. ; I I I ' ' ' o ' iI I I� II I I.i I N a N O I M O'-ON I N I I I I o I I I I I , I. , I S.C. I : I ' 3'-01/2" 9' 6'-61/2" 11 6'-101/2" M 1 STORY 24"x24"x12' CONIC F10 $1.0 1 STORY ; I o I ' 2 STORY FTG w/ #4 REBAR 0 6' O.C. EA WAY _ - - - 2 STORY >- Co I L JN � I 18'-2 1/ I ' 14'-8 3/4" 7'-1" • � ao to II O I r----- — — — ---------------------------- — ----_- $1.0 --�------- . S.C. 1 I Co I I , �FlQ 1 I a I , d -10 1/2" I I 1 , ' I • I I I I , I I I II LJ 1 1 1 I , Ln I i a REFER TO ARCHITECTURE FOR I I FOB 51 2' 1, `;' ACTUAL WALL LOCATION S1.0 Lo In I I CV ; I , • 1 1 I • 1 START SLOPE M — o a I F26 S1.0 �9 I *VE �' HERE ' ICJD S1.0 1 S.C. II PROVIDE (2) #4x3'-0' F09 LONG CORNER CRACK 41ES I o 00 $1.0 BARS ,o- I SLAB (TYPICAL) CAL) OFI I II 1 O �I F01 F07 I;I �I I '. ni'T I �.. S1.0 $1.0 1 1 o o .a $1.o --� , I I • • • ' • • • rma., • 1 • I S.C. ; cc VERIFY M.O. VERIFY w a 2'-9 " II 7 -0 8 m 3 -11 M.O. 4 -a -0 1.0 I ; • F06 S1.0 I 24"x24"x12" CONIC FTG w/ o 4 REBAR 0 6" O.C. EA WAY :t o C'o I I eta 1 , • F03D F03D S1.0 8" 12'-6" S1.0 20'-0' 6'-10" —on VERIFY M.O. 16'-8" 20'-0" •�Y LEGEND SYMBOLS Q 8x8 FILLED CELL W/ #5 REBAR F8-F21 8x8 FILLED CELL W/ (2)#5 REBAR 0 INSIDE FACE ❑O BxB FILLED CELL W/ NO REBAR REQUIRED 45' CMU - FILL CELLS W/ #5 REBAR a 1202 FILLED Mi W/ (4)-#5 REBAR E ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FWISfM FLOOR DATUM = 0'-0' DETAL MOTOR FLOOR SLAB NOTES: 3 1/2' Z500 PSI CONCRETE SLAB ON 6ML VAPOR BARRIER LAPPED 6' AND TAPED OVER CLEAN COMPACTED SOIL SLAB REINFORCEMENT FLOOR SLABS SHALL BE REINFORCED BY STEEL REINFORCING BARS AT REENTRANT CORNERS SUCH AS INSIDE CORNERS OF AN 'L' SHAPED SLAB. REENTRANT CORNERS SHALL HAVE TWO PIECES OF REBAR, 36' (914mm) LONG, PLACED DIAGONALLY TO THE CORNER, 12' (305mm) APART, WITH THE FIRST BAR PLACED 2' (51mm) FROM THE CORNER. ALL REINFORCEMENT SHALL BE SUPPORTED TO REMAIN IN PLACE FROM THE CENTER TO THE UPPER 1/3 OF THE SLAB Fat THE DURATION OF THE CONCRETE PLACEMENT. PLUMBING NOTES: REFER TO ARCHITECTURAL PLUMBING FIXTURE PUNS FOR ALL FIXTURE LOCATIONS C.OA.# ARCHITECTURE: AA28W2802 C.OA.# ENGINEERING: 29349 ❑ THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 10/15/20 DATE" '011ilII//1 /, wl NAL ///lilTtt � Cn 40 M O �pO V J O A� U a) N c *PultoGroup- II,L1►T: C 0 V o RELEASE PROJECT TYPE SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET SIM