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AT WAL <br />z <br />O <br />W <br />J <br />w <br />J <br />>J <br />w <br />I— <br />w <br />U <br />z <br />O <br />U <br />co <br />U) <br />m <br />O <br />J <br />m <br />w <br />w <br />z <br />O <br />U <br />O <br />LL <br />B.b B.c B.d B.e B.f B.g <br />12" x30" CONC, BEAM W/ #4 n AT 12" O.C. <br />LEVEL 2 <br />10'-6" <br />AT WAI <br />LEVEL 1 <br />0'-0" <br />IL)ffJI I ULLU VV Vr LINNNO <br />W/ 180° HOOKS EA END <br />PB.1 <br />S6 <br />ELEVATION <br />SCALE 3/16" = 1'-0" <br />(44.5V PFR 10 /S,9� 12" x30" CONC BEAM W/ #4 � /I A T 15" O.C. <br />LEVEL 2 h <br />10'-6" <br />WALL REINFORCEMENT SCHEDULE <br />MARK <br />WALL <br />THICKNESS <br />VERTICAL <br />REINF. <br />HORIZONTAL <br />REINF. <br />8A <br />B" <br />#5V AT 12" O.C. <br />#5H AT 12" O.C. <br />BB <br />8" <br />#5V AT 12" O.C. <br />#5H AT 12" O.C. <br />8C <br />B" <br />#5V AT 12" O.C. <br />#4H AT 1B" O.C. <br />HOOKS NOT REQ'D <br />10A <br />10" <br />#5V AT 9" O.C. <br />#5H AT 12" O.C. <br />NOTES: <br />1. ALL WALL REINFORCING TO MATCH SCHEDULE UNLESS NOTED <br />LL END 2. REFER TO DETAIL 9/SB FOR PLACEMENT OF WALL REINFORCI <br />3. FTG DOWELS TO MATCH VERTICAL REINF IN SCHEDULE. <br />LEVEL 1 h <br />0'-0" 4. PROVIDE REINFORCING LAP LENGTHS PER S1. <br />SPLICE TOP REINF AS REQ'D <br />PER 16/S8.1 <br />12"00" CONC BEAM W/ �4 �l AT 15" O.C. <br />12" x30" CONC BEAM W/ #4 (l AT 15" O.C. <br />1B.2 <br />�l <br />12" x30" CONC BEAM W/ �4 � l AT 15" O.C. <br />EXTEND TOP REINF INTO WALL <br />LAP LENGTH PER S1 <br />(3)#6B <br />(3)#6B (2)#5T <br />(3)#6B <br />(3)#68 <br />'2)#5V <br />.L END <br />2 TYP <br />S8 <br />8B <br />8A <br />8A <br />8A <br />8A <br />LAP LENGT <br />PER S1 <br />2 TYP A T <br />S8 PILASTER <br />LEVEL 2 OL <br />10'-6" <br />_L END <br />LEVEL 1 <br />0'-0" <br />9706 4th Avenue NE <br />Suite 300 <br />Seattle, WA 98115 <br />P: 206.523.0024 <br />F: 206.523.1012 <br />www.dogengr.com <br />�V1 C SCI� <br />�P �y� <br />p 37334 <br />GCTURAL <br />STAMP <br />z <br />O <br />•_ <br />IL <br />a � <br />W <br />rn <br />v E <br />v <br />W <br />z <br />o <br />corn <br />Q <br />o <br />o <br />ui <br />w <br />N <br />Q <br />O <br />goo <br />LUz <br />c <br />0 <br />0. <br />d <br />c <br />0 <br />c <br />d <br />U <br />w <br />.� <br />2 <br />w <br />w <br />2 <br />0 <br />w <br />O <br />w <br />*+ <br />0 <br />w <br />0 <br />= <br />z <br />w <br />CD <br />z <br />o <br />42Z <br />42w <br />E< <br />r¢ <br />m F- <br />�x <br />m <br />Ez <br />Cg - <br />z <br />LL <br />Q <br />M <br />O <br />y <br />5D <br />m <br />� co <br />L <br />O¢ <br />O <br />0z <br />li 0 <br />w V <br />N <br />Wp <br />cj <br />�' <br />co W <br />� <br />Z It <br />a <br />w <br />a <br />O <br />6 <br />LU <br />� <br />_UJ 0 <br />J J a) <br />w <br />� 12 <br />w <br />oC <br />a ¢ <br />m co <br />�W <br />z <br />¢ <br />wUZ = <br />0E- <br />w <br />Z o m <br />Nw <br />LL <br />w <br />O li O� m <br />F- a <br />PROJECT #: 1827 <br />DRAWN BY: TF/BV/JH <br />CHECKED BY: MS/EM <br />CONCRETE <br />WALL <br />ELEVATIONS <br />ELEVATION <br />SCALE 3/16" = 1'-0" <br />