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BAB.3 <br />CONSTRUCTION JOINT <br />15'-8" PER 17/SS 9706 4th Avenue NE <br />Suite 300 <br />Seattle, WA 98115 <br />12"x30" CONC BEAM W1 #4 AT 15" O.C. 12"00" CONC BEAM W1 #4 AT 15" O.C. 12"00" CONC BEAM W1 #4 AT 15" O.C. <br />P: 206.523.0024 <br />(2)#5H ABOVE OPENING EXTEND TOP REINF INTO WALL (2)#5T EXTEND TOP REINF INTO WALL (2)#5T F:206.523.1012 <br />LEVEL 2 EXTEND 4'-0" BEYOND OPENING LAP LENGTH PER S1 (3)#68(3)#66 LAP LENGTH PER S1 (3)#68www.dogengr.com <br />10'-6" <br />(2)#5V AT 2 TYP 8B <br />WALL END 8B 8B S8 <br />8C BC 8C <br />`N C. <br />SC�1 <br />wA s 1?, <br />LEVEL 1�co <br />y <br />(2)#5V EA SIDE (4)#5V URALEN <br />OPENING PER 10/S8 ass/ <br />STAMP <br />(P'-B.b CONCRETE WALL BEAM ELEVATION <br />56.3 SCALE 3/16" = 1'-0" <br />B.2 B.1 <br />(2)#5H ABOVE OPENING <br />SPLICE REINF AS RE 8.1 EXTEND <br />180' HOOKAT BEYOND WALL OPENING <br />WALL REINFORCEMENT SCHEDULE <br />PER 16/S8.1 <br />12"x30" CONC BEAM W/ #4 n AT 15" O.C. 12"x30" CONC BEAM W/ #4 n AT 15" O.C. <br />(2)#5T EXTEND TOP REINF INTO WALL <br />(3)#6B (3)#6g LAP LENGTH PER S1 LEVEL 2 <br />10'-6" <br />(2)#5V EA SIDE <br />OPENING <br />2 TYP IX 88 (2)#5V AT <br />S8 WALL END <br />8C 8C BA <br />NOTES: <br />LEVEL 1 $ m <br />0'-0" 1. ALL WALL REINFORCING TO MATCH SCHEDULE UNLESS NOTED OTHERWISE. <br />L] I <br />AP LENGTH 2. REFER TO DETAIL 9/SB FOR PLACEMENT OF WALL REINFORCING. �� o <br />PER S1 � a <br />3. FTC DOWELS TO MATCH VERTICAL REINF IN SCHEDULE. W <br />REINF PER PB.1.6/S6.2 REINF PER PB.1.5/S6.2 o <br />4. PROVIDE REINFORCING LAP LENGTHS PER S1. m <br />(4)#5 V <br />PB.b CONCRETE WALL BEAM ELEVATION PER 10/S8 y <br />56.3 SCALE 3/16" = 1'-0" _LU <br />CD z <br />0 <br />�z <br />cW <br />E< <br />r¢ <br />m <br />F- <br />�x <br />�r <br />EZ <br />Cg - <br />�z <br />Qcr)Cl `L 9 <br />04 m <br />cn ywoo � U3 <br />z Q o 0 <br />B.b B.0 PB.b (D �� <br />W � N �p <br />S6 <br />W <br />W <br />L' m w z a <br />O Q L) cn po w ¢ <br />W fn L) J "- 0 w <br />J W d <br />J J En � m <br />J \ OC Q C Ow z W <br />a \% s` g C2 <br />HATCH INDICATES <br />a w� <br />w 2' 0" BOUNDARY ZONE O o rn a= W o <br />LEVEL 2 LEVEL 2 8.2. � o m <br />U 10'-6" - 10'-6" S6 <br />z <br />O <br />U <br />cM <br />m <br />(2)#5V <br />EA END <br />m 8A <br />O <br />J <br />0o LEVEL 1 <br />0'-0" <br />w <br />REC 1 h <br />—2 —6 PROJECT #: 1827 <br />O <br />U <br />DRAWN BY: TF/BV/JH <br />CHECKED BY: MS/EM <br />LL <br />CONCRETE <br />rB2. CONCRETE WALL BEAM ELEVATION B B CONCRETE WALL BEAM ELEVATION WALL <br />S6.3 SCALE 3/16" = 1'-0" S6.3 SCALE 3/16" = 1'-0" ELEVATIONS <br />B.8. <br />w S6 <br />z <br />S603 <br />w <br />J <br />_ <br />LL <br />MARK <br />WALL <br />THICKNESS <br />VERTICAL <br />REINF. <br />HORIZONTAL <br />REINF. <br />NOTE <br />SA <br />8" <br />#5V AT 12" O.C. <br />#5H AT 12" O.C. <br />CENTERED <br />8B <br />8" <br />#5V AT 12" O.C. <br />#5H AT 12" O.C. <br />EA FACE <br />8C <br />8" <br />#5V AT 12" O.C. <br />HOOKS NOT REQ D <br />CENTERED <br />10A <br />10" <br />#5V AT 9" O.C. <br />#5H AT 12" O.C. <br />EA FACE <br />W/ (8)#5V (4) EA FACE <br />i <br />J <br />10A <br />Z <br />0 <br />.€ <br />a- <br />W <br />rn� <br />v <br />vW�>> <br />Zom� <br />Q <br />O <br />� <br />o <br />vi <br />W <br />N <br />N <br />Q <br />O <br />F <br />0 <br />O <br />c <br />c. <br />w <br />d <br />c <br />c <br />