Laserfiche WebLink
I <br />B.g B.f B.e B.d B.c B.b B.a <br />9706 4th Avenue NE <br />Suite 300 <br />Seattle, WA 98115 <br />12" x 0" CONC BEAM W/ #/ � 4 C� AT 15" O.C. 12" x30" CONC BEAM W 4 AT 15" O.C. <br />P: 206.523.0024 <br />EXTEND TOP R INF INTO WALL F: 206.523.1012 (2)#5T www.dcgengr.com <br />LEVEL 2 LAP ENGTH PER S1 (3)#66(3)#6B LEVEL 2 h <br />10'-6 °--------------- 10'-6„ <br />8B <br />2 TYP <br />S8 <br />(2)#5V AT 8C 8C REINF PER PB.c/S6.2 <br />WALL END <br />� CSC <br />OV WASiy/ `1?I- <br />LEVEL 1 h�P _ ���� <br />0' 0" <br />REC 1 <br />- - - - - - - - - - - - - - - - - - -----------------------------------------------� Qs�� �<v <br />37334 <br />O��S TURAL EN O <br />S/ <br />STAMP <br />PB.8 CONCRETE WALL BEAM ELEVATION <br />S6. SCALE 3/16" = 1'-0"Lm <br />1B.8 1B. 7 1B.6 1B.5 1B.a 1B. b 1B. b 1B.c <br />24"x28" CONC EA W/ #4 Ll AT 12 O.C. WALL TO BE NOTCHED <br />(2)#5T FOR BEAM POURED <br />(4)#6B LEVEL 2 LEVEL 2 W/ SLAB LEVEL 2 <br />10'-6" 10'-6" <br />(2)#5V EA SIDE <br />OPENING <br />(2)#5V AT (2)#5V AT <br />WALL END 8A WALL END (2)#5V AT 86 (2)#5V 8g (2)#5V <br />WALL END EA END EA END <br />I I I I I <br />I I I I I <br />I I I I I <br />LEVEL 1 LEVEL 1 LEVEL 1 m <br />0 -0 0-0 0 -0 <br />I I I I I I I <br />I <br />w <br />m <br />2 <br />O <br />w <br />m <br />U3 <br />PB.a CONCRETE WALL BEAM ELEVATION B 4 CONCRETE WALL BEAM ELEVATION(6'-�lCONCRETE WALL BEAM ELEVATION <br />S6. SCALE 3/16" = 1'-0" S6 SCALE 3/16" = 1'-0" S6 SCALE 3/16" = 1'-0" A= W <br />W o <br />�z <br />WALL REINFORCEMENT SCHEDULE <br />¢ <br />t <br />IDr <br />EZ <br />30 <br />Q M LL <br />o m <br />CO = o <br />B.1. y rn <br />Z S6 AL,, ¢ o m <br />B.c B.b B.1. W w V o W. <br />N W® <br />w <br />a <br />S6 L j LU <br />W <br />oo w z 0 <br />♦♦0 ¢ U cn p0 w <br />J V Lu a � ¢ �W <br />J a J� rn ZGo W U <br />NOTES. L o ¢�W� <br />� HATCH INDICATES <br />PB.c Q woz� �? <br />1'-6" BOUNDARY ZONE WALL TO BE NOTCHED <br />FOR BEAM POURED S6 L o rn W <br />w W/ (6)#5V (3)EA FACE LEVEL 2 OL W/ SLAB LEVEL 2 1. ALL WALL REINFORCING TO MATCH SCHEDULE UNLESS NOTED OTHERWISE. cn 0 LL m F-a <br />Z 10'-6" 10'-6" 2. REFER TO DETAIL 9/S8 FOR PLACEMENT OF WALL REINFORCING. <br />O <br />U 3. FTC DOWELS TO MATCH VERTICAL REINF IN SCHEDULE. B.4. <br />N S6 <br />6 8B 8B (2)#5V 4. PROVIDE REINFORCING LAP LENGTHS PER S1. <br />EA END PB.8 <br />m S6 <br />(� r <br />I <br />m LEVEL 1 ; LEVEL 1 PSG° <br />0' 0" -- -- 0' 0" <br />Z L--J <br />0 PROJECT #: 1827 <br />O <br />U <br />DRAWN BY: TF/BV/JH <br />CHECKED BY: MS/EM <br />LL <br />CONCRETE <br />PB.c CONCRETE WALL BEAM ELEVATION67�iCONCRETE WALL BEAM ELEVATION WALL <br />S6. SCALE 3/16" = 1'-0" S6 SCALE 3/16" = 1'-0" ELEVATIONS <br />ui <br />z <br />S602 <br />w <br />J_ <br />LL <br />MARK <br />WALL <br />THICKNESS <br />VERTICAL <br />REINF. <br />HORIZONTAL <br />REINF. <br />NOTE <br />8A <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 />SC <br />8" <br />#5V AT 12" O.C. <br />#4H AT 18" 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 />Z <br />0 <br />.€ <br />a- <br />W <br />rnW <br />a <br />Z <br />o <br />mw <br />a <br />N <br />� <br />o <br />ei <br />w <br />N <br />Q <br />O <br />F <br />0 <br />O <br />ei <br />z <br />0 <br />a <br />d <br />c <br />m <br />c <br />d <br />