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fl <br />FOUNDATION P A <br />SCALE: 1/4"=1'-0' <br />Wil <br />0 <br />i <br />a <br />re <br />w <br />a <br />0 <br />o <br />w <br />0 <br />I <br />N <br />r <br />I <br />40'-0" <br />29'-4" <br />p 0 <br />F03C <br />24"x24"x12" CONC. FTG. w/ <br />sto <br />#4 BARS 6" O.C. EA WAY <br />w/ OPT. <br />SCREEN SCREEN <br />ENCLOSURE ENCLOSURE <br />F11 F11 <br />S1.a S1.0 <br />2'41 8" 10'-2" 8" 4'-51/2" g» 71_p» 8» 3'-11/2" <br />VERIFY M.O. VERIFY M.O. <br />■ <br />■■ <br />■ <br />�— <br />— <br />—� <br />WQ <br />■ <br />si.a <br />F01 <br />'o <br />■ <br />1'-21/2" <br />I1 <br />2' 1/2" 6,_8" <br />cl <br />N <br />N <br />VERIFY M.0------------ <br />N <br />0111 <br />CJ <br />CD <br />I <br />a <br />■ <br />CJ <br />Po7 <br />S-01/2" <br />g>' <br />S1.a <br />I <br />i <br />-5 1 2 <br />• <br />CJ <br />F26 <br />S1.a <br />o <br />o <br />I■ <br />F01 <br />S1.4 <br />• <br />• <br />CJ <br />CJ <br />Fai <br />REFER TO ARCHITECTURE FOR Fab <br />ACTUAL WALL LOCATION <br />sto <br />-f <br />—�• <br />CJ <br />I <br />I- <br />SLOPE STARTS <br />HERE <br />■ <br />2 <br />'-10" <br />S1.0 <br />VARIES <br />■ <br />0 <br />�; <br />cJ <br />■ <br />I <br />=00-- <br />FO7o� <br />0 <br />N <br />w � <br />• <br />: <br />CJ <br />51.0 <br />5 <br />N VERIFY <br />1/2' 5 1 <br />CJ <br />2" <br />S1.0 <br />F01 <br />. Si <br />o <br />L <br />J <br />—. <br />. <br />o� <br />• <br />leis <br />Im <br />VERIFY M.O. <br />VERIFY M.O. <br />2'-111/2" <br />8" <br />7?-p" <br />8" <br />2'-111/2" <br />4'-3" <br />1'-9" <br />8" <br />16'_8„ <br />8" <br />11_9" <br />40'-0" <br />W9 <br />0 <br />n <br />ro <br />I <br />00 <br />I <br />I <br />LO <br />I <br />LO <br />LEGEND SYMBOLS <br />N <br />0 <br />I_ <br />© <br />BxB FILLED CELL W/ #5 REBAR <br />[IT-21 <br />8x8 FILLED CELL W/ (2)#5 REBAR @ INSIDE FACE <br />® <br />8x8 FILLED CELL W/ NO REBAR REQUIRED <br />4 <br />45' CMU - ALL CELLS W/ #5 REBAR <br />© <br />12x12 FILLED CELL W/ (4)-#5 REBAR <br />ELEV. <br />ELEVATION INDICATOR - ELEVATION NOTED IS <br />RELATIVE TO FINISH FLOOR DATUM = 0'-Q" <br />XX <br />DETAIL INDICATOR <br />FLOOR <br />SLAB <br />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 />PLUMBING NOTES: <br />REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE <br />LOCATIONS <br />00o <br />Fieldstone <br />En, <br />,` <br />C.O.A# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />1 NO. 8t3 <br />29349 <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />❑ IAN MCCULLOUGH, PE <br />P.E.# 80956 <br />''i Q ST F <br />\\ ' •. C QR1D P.-' <br />08/30/2021 <br />/ss�(�NAL <br />DATE SIGNED <br />0 <br />PulteGroup- <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX XX XXXX <br />Kv DATEMCRPTION <br />PROJECT TYPE <br />Single Family <br />SPECIFICATION LEVEL <br />Me <br />PLAN NAME <br />Hi h ate <br />NPC CHIM NU ER <br />2811.500 <br />SHEET <br />sil <br />