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0 FOOTING 5C� 4EDUL.E 0 <br />MK. # <br />SIZE <br />REINFORCING <br />UEPT -I <br />F1 <br />2'-0"x21--- " <br />Wf (1) a (o" O_C_ EA WAY <br />12' DEEP <br />F2 <br />2'-ro "x2'-ro a <br />11,1I. (1) 45 0 6' O.C. EA WAY <br />119>" DEEP <br />0 <br />iluL <br />fL <br />lu <br />T <br />v <br />V <br />w <br />i <br />38'-S' <br />10� —011 <br />FILL CELL W/MASONRY MIX TO <br />COVER PIPE. (APPROX. 3 COURSES <br />NO VI=RT. RMAR RE=I REC <br />v-01 SQ <br />A/G PAD <br />SIY✓ -h '— — 1 P <br />H.� <br />>=LEYAt1GN, <br />EV TICOL ELEVATION AT 0'-0' (ASSUMED) l /� <br />�V-0- 6'-�° I'-�" 3 1/2" MIN. (4' NOMINAL) % INDICATES I -s vML i�MAR <br />CONC. SLAB ON GRADE /� iN MASONRY CELL FILLED I <br />W/ 6x6 WI.4xWl.4 MESH IN TOP � SOLID W/ CONC4RE7F- <br />i <br />OF I I I OF SLAB OR 4" <br />VSWr- FMINI= SHALL BE HOOKED <br />FIBER MESH CONC. SLAB <br />INTO 5SAM ABOVE 4 r-TG. BELOW <br />-47 OVER 6 MIL VAPOR BARRIER <br />PROVIDE 25' MIN. LAP WHEfQF <br />ON CLEAN, WELL -COMPACTED, <br />A <br />SPLICED ItWItm TCCWtI-ER <br />s <br />TEfQMITE TREATED, GRANULAR <br />� I <br />s�i i) <br />FILL. <br />i' <br />n <br />two salwoo sl SPI <br />[ <br />COI�JECTOR + UY <br />I <br />ANCi-IOR WLTS <br />4* Or-, OR NILTI <br />D <br />3/4' <br />COTROL <br />w W O.C' STfi W- Li FROM <br />5OrrOM FLATS to CC NCF&-M <br />G �1 <br />2`--tY <br />PAL <br />j BLAND <br />I SINK <br />2 - �5'S DIACxONA1. <br />AT Al INTEROP, 1 <br />SLAB COR4�RS <br />Ctil:'IGALI 1 <br />r <br />�o <br />LINE fOR ICE ¢ <br />tW W �I <br />BRIGK <br />I� <br />PAVERS <br />! <br />(91 <br />EVATION <br />Z7-40 <br />F1 <br />32'-0. 1 5 <br />'-0. <br />9 <br />S'-10.ol <br />� J <br />Styr 3/4' <br />uuo wcrm c uv s>wr OTROL <br />ANCHOR E15OLT8 � JOINT <br />ANCHOR <br />* -w OG, OR HUM �\ <br />)c-C- NAILS OR EQUAL. [/ <br />* 12' O.C. ST FROM <br />SOTtOMSidEAl�tfE4E.TO CONCWT$ <br />77Tn7rrlT�7rrr7rrrrr�r7/'Tl// 3/4" <br />v. COTROL <br />/Z�r17r71.1�lLrGl�.d JOINT t <br />OL <br />RATION 2. <br />rrn� v x v <br />cm. IK , <br />JL <br />I II 1 <br />N <br />2x6 2x6 / <br />r/i x a froWJ4ONC. LK <br />ELEVATION a x a X <br />C:X G. i3LK <br />r C Tizuss (OR LVL) �)1 <br />AND <br />TROOF Tfwsd s At9OVE. <br />SIMILAR <br />J � <br />SIMILAR a <br />Si SIMILAR i/Jyl—ItY <br />20' 4' <br />IQE FOR GD. <br />Si I I , <br />J Ascm FOR W. <br />SI <br />1�-- _ — <br />• • <br />OPTIONAL 4'-0" GARAGE EXTENSION <br />2'-10` <br />38'-a" <br />N 1 -1" 1 , - L <br />I <br />0 <br />N <br />Q <br />— <br />LU <br />m <br />�4 <br />Q <br />x <br />p <br />FOUNDATION NOTES: <br />I. SEE SHEET SNI FOR TEf"#ITE PROTECTION <br />SPECIFICATIONS <br />2. A FOUNDATION SURVEY SHALL BE PERFORMED <br />AND A COPY OF THE SURVEY SHALL BE ON THE <br />SITE FOR THE BUILDING INSPECTORS USE. OR, ALL <br />PROPERTY MARKERS SHALL BE FXPOSED AND A <br />STRING STRECTCHED FROM MARKER TO MARKER <br />TO VERIFY REQUIRED SETBACKS.' <br />❑ SAMUEL A. Gs?EENBERrz, P.E. ""34245 <br />THUY H. HUYNH, P.E. 060122 <br />[l iwN J. BENSON, P.E. *4-r58 <br />❑ AL 1 ABBAS HAKIM, P.E. �'S6-tom <br />TO Tit E£ST OF M DMR S KN ASXf 40 BEIF, m <br />STI?LICTWf Al RjW 40 6KCPCATI0N$ COh FLY tUTH lit <br />R.ORIEM 13IIWM =)E, SMON I60b FOR 120 M J4. 3 SEWO <br />"T, E*OM "E' WW M (2WI I)ITIO!"E1, <br />T46 DRAWWs AND DES& IS VALID FOR t MC" AM TIE <br />DATA IS S&S AND 6UM. <br />6610 40 6FA M fOR TIC SMMAR& RWnCN OF T46 <br />DRAWING ONLT. <br />6b9 <br />� N <br />1n( <br />p6 X <br />A,g@tl9 <br />E <br />Z <br />® S <br />�w <br />ift <br />� <br />Y <br />W <br />e <br />ry <br />y <br />I� <br />A <br />ti <br />P <br />® <br />sin <br />a <br />1r� <br />s�nC"y7O <br />n <br />C <br />(7 <br />y�� <br />fir <br />V <br />�rf <br />a <br />0 U <br />R <br />ok <br />01 <br />@� <br />C <br />