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I I I ELEV / STEP b <br /> <br />III II I-L-----~! <br /> <br />I I ~ RECESS@ I ~ <br />II II ~ S.G.D. 15 II. <br />I I S-l I <br />.11 I L _ 10'-3 1/2" 1'-4" = <br />-1 I T'(~, u--u tl I ~ <br />-tr-@ ~~-~~ II I <br />I I 19'-10" 20'-2" I. ~. <br />I ~tL- 1 ~r-=-- - =-=--c;,--- -=C' ~ tr I <br />: I If II II "~> II I _ <br />-.----1.11 U II ~~~~"" ~lY~. II t-~ <br />I I ~8 3 1/2" 2500 PSI CONC. SLAB W/ 6X6 <br />II II ~1:; 0 ~"" 10/10 W W M CHAIR SUPPORTED S-l r <br />I IT/' """, '> PER FBC, OVER 6 MIL VlSQUEEN III I <br />"/ VAPOR BARRIER & TREATED FOR <br />II II < () TERMITES <br />I I n ,,~v / q. I <br />I J6- ~ d1 = - = ~ I ~ f- II I ~ <br />z I J I ('" 2'.9" 2',," (' 3'.51/2" I ~ =c.::> H~, 1~.91/2" ~ ! ~ ~ r <br />~ : -~v ~ 9cg<~~~ I ~_.11_n_ [ @ill Ji -- - - - -. - -I: : ~ <br />r - -~r2~L1:";"" :1 -.J tll - - - - · I I f-, <br />HW 3,5" I NOTE: PLUMBER TO VERIFY LAYOUT <br />STEP I II & DV'N SIZES BERfORE I I <br />I 5'-6" DOWN I CONSTRUCTION BEGINS ;... <br /> <br />I 11~ = = ,- Wi';' I - I" <br />· CURB ~ J.I --=r I I OPT. I I I I s <br />HB{t I ~ II ~ L L-J ~ I 1'-111/2" r:, <br />II 'I .: ;~IJ 2~'5' 2X5WoIll_ ~~~ 12'-1112" 2'.8" ') 2'-10" '~r' ~- <br />M ~ I f-, I -;=J r---- ~ c~ <br />1-1--------~---tUr'11 8fARINGWAlL 3/4'OPX9" 4 U -]J- C 11 q I ~ <br />-.t . 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ALL CONTROL JOINTS <br />MUST BE SAW CUT AS SHOWN <br />OR PER ASTM STANDARDS WITHIN <br />24 HOURS AFTER CONCRETE PLACEMENT. <br /> <br />. INDICATES FILLED CELL FROM FTG <br />UP TO TIE BEAM W/ GROUT & 1#5 ROD <br />VERT. @ ALL PLACES SHOWN <br /> <br /><> FOOTING SCHEDULE <br />SIZE REINFORCING <br /> <br />Fl <br /> <br />2'-0"X2'-O" <br /> <br />4 #5 EA. WAY <br /> <br /> <br /> <br /> z <br /> ~ UJ ~ <br /> OUJ~ j; ~ <br /> ~j; ~ <br />0 ~~tr-: <br />Z <br />. 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