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SEE PLAN <br />SLAB <br />SE E PLA <br />- <br />.. W.W.M. PLAN r :3❑ <br />#5 REBAR qul <br />• W.W.M. - Z <br />3.5 CONC. DRIVE <br />a > <br />ZN <br />w CONT. JOINTS d _Eq <br />10' O.C. TYP. << �` pe' 4 [n J (1 Ind� EE SCHEDULE <br />R REINF. <br />16m ❑ FOR R <br />(0 <br />(2) #5 REBAR (11NINTERIOR BRG. @ STEP-DOWN 12 STEP DOWN NON BRIG. o <br />('9'N� FOOTING @ GAR. DOOR C-� STEM WALL FTG. SCALE: N.T.S. S_1 SCALE: N.T.S. Q13 <br />[�] <br />c 10 INT. BRG WALL 2 X 4 J 1-STORY a I j m <br />LL <br />I- STORY (ALSO <br />FTG. SCALE: N.T.S. C_Z (ALSO SHEARWALL) SCALE: N.T.S. <br />�- Q 00 <br />Q w a ' <br />w <br />Z <br />O <br />O <br />P.T. FURRING o <br />TILE ONFn v, <br />BACKER BOARD <br />4" X 8" X 16" PROVIDE 1 1/2" X 8" RECESS -#5 CONT REINF. o o - <br />W I— !!) W J <br />4" x 4" x 16 2 #5 BENT BARS W/ ❑ _ <br />CMU PAVER CURB #5 REBAR AT S.G.D. LOCATION SEE FND. FOR tz cA <br />MIN. 25" LAP SPLICE < CN <br />CV W W <br />0'-0" FIN. 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CORNER BAR C� <br />13 SECTION @SHOWER S-1 1S ORYALL FTG. SCALE: N.T.S. w �5 PLAN DETAIL(36'�CONTROL JOINT DETAIL w1-SORYALL FTG. SCALE: N.T.S. 3 TYP. STEP FTG. DETAIL� LO <br />O <br />S_1 SCALE:3/4"=1'-0" S-1 SCALE:3/4"=1'-O" S_1 SCALE: 3/4"=1'-0" <br />m <br />N W <br />LLI 0 <br />O <br />o ® Q U }�z <br />O J 2: zFn <br />o <br />I— z (n > <br />I —� o z o <br />w0 <br />o <br />W 0- <br />z oz� <br />L� w <br />-o <br />0-= <br />�j W u) w <br />T a�¢ <br />w <br />0 wa <br />W m=z <br />_ W — o � v <br />Jo >- 0 <br />>z�o> Cr <br />L O �— 0 z <br />1-STORY STEMWALL SCHEDULE <br />S <br />H <br />EMWALL <br />IGHT (h) <br />ir <br />FOOTING DIMENSION <br />NUMBER/SIZE OF BARS <br />LAT. <br />MAXIMU <br />F.C. SP <br />IN STEM <br />ING (O.C.) <br />WALL <br />d <br />b <br />0' <br />"-4'-0" <br />10" <br />16" <br />W/ (3) #5 BARS <br />127.2# <br />6 <br />-8" <br />4' <br />" - 6'-0" <br />10" <br />20" <br />W/ (3) #5 BARS <br />210# <br />4 <br />-0" <br />6' <br />" - 8'-0" <br />12" <br />24" <br />W/ (3) #5 BARS <br />374# <br />2 <br />-0" <br />w <br />OV <br />¢ N <br />o <br />U <br />0- z w <br />o <br />�Q� <br />�2Z) <br />SHEET NO. <br />S-1 <br />0 <br />2 <br />w <br />OF <br />O <br />= <br />zN <br />25 <br />co <br />0 <br />m <br />W <br />O <br />0 <br />N <br />NO DATE <br />E: > � MarchLAST P02OT200b 0 <br />1. VERTICAL REINFORCING IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSEC DNS, O <br />BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE. — _J DETAILS <br />