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SCALE: N.T,S, <br />~ l-STORY <br /> <br />, <br /> <br />L-MUDDED FLR, <br />SLOPE TO DRAIN <br /> <br />DOWELS - BLOCK <br />SEE FOUND, WALL <br />PL. FOR ( /#5 REBAR CONT. <br />LOCATION '/ @ F,F. SLAB LEVEL <br /> <br />LlNTEL.~ 1 ~ _ _ ---'=,~, 1 <br />COURSE ~ -IJ' ,SEE PLAN <br />'; I- I--_-.t,..-_-.~,....: 1 <br /> <br />FIf\.ISH GRADE ~'" \ <br />. .:. ", "1 WW.M, <br /> <br />....,~....'J' d <br />.~, :1';1~ <br />~ b l>-- SEE SCHEDULE <br />" "FOR REINF, <br /> <br />I 2A (2\ EXTERIOR BEARING @ GAR. <br />\ S-1 " 5--11 ) J STEM WALL FTG. SCALE: N.T,S, <br />~ l-STORY <br /> <br />2 X 4 P.T, PLATE <br />1/2"X 8" ANCHOR BOLT <br />WI 2" X 1/8" FLAT WASHER <br />6" FROM ENDS THEN 32" O/C <br />OR 5/8" x 7" WEDGE BOLT 6" <br />FROM ENDS THEN 24" O,C. <br /> <br />/ r~EINF. SEE <br />/ IPLAN <br /> <br />... - :.;--:- ~~~~j'::~/.:~~~'- ~ ~-GIN <br />~\"lH1FK.. ....;. '.:.: M <br />"~:::~m 1 ". 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SPA :ING (O.C.) <br />HIGHT (h) d b IN STEM WALL <br />0' [)"-4'.0" 10" 16" W/ (3) #5 BARS 127,2# 6 -8" <br />4' 8" . 6'-0" 10" 20" W/ (3) #5 BARS 210# 4 -0" <br />6' 18" . 8'-0" 12" 24" W/ (3) #5 BARS 374# 2 -0" <br /> <br />NotrE; <br /> <br />1. VERTICAL REINFORCING IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECT ONS, <br />BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE. <br /> <br />- <br /> <br />J 12\ STEP DOWN NON BRG. <br />, s-y <br /> <br />- <br /> <br />#5 REBAR CONI, <br />@ SLAB LEVEL <br /> <br />EXTEND SLAB <br />11/2" BEYOND <br />BLOCK FACE <br /> <br /> <br />~? 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