Laserfiche WebLink
VARIES W <br /> SEE SCHED. - CONCRETE WALL SCHEDULE <br /> ID g <br /> REINFORCEMENT <br /> T/WALL MARK WIDTH HEIGHT T/WALL EL. <br /> T/GRADE EL. ° j. EL 533.5' (MAX) HORIZ. BARS VERT. BARS / 0(SEE CIVIL DWGS) Q <br /> ..I 11=,IU- CL <br /> d1 I CWt 1'-0' 3'-6" 5®72' #5 @72" 5®72" 529.5 <br /> VARIES J <br /> SEE PLAN CW2 1'-0" 8'-6" #5 0 12" #6 0 12" #5®12" 529.5' fY <br /> �T/WALL -I CONCRETE WALL, O <br /> EL 529.5' HORIZONTAL REINFORCING, SEE SCHED. <br /> 0° 3'-E" #5®12' #8®6' <br /> `-III-[-ry yZSEE SCHEDULE S 012' 529.5' <br /> ° #5®12'UP TO 12' LU <br /> 11� h Lo <br /> CW4 2'-0' 1 T-0" #8®8' #5® 12" 529.5' <br /> IC STAIRS, SEE PLAN U #SO®60BEYORDNI7 <br /> VIP :~ VERTICAL <br /> // REINFORCING "B", 1/2" EXP. JNT. ABOVE FOUNDATION. '^ <br /> VERTICAL REINFORCING, . , SEE SCHEDULE w 533.5' >_ <br /> „ „ T/WALL N cws z-o n'-o" )5 012' #e®a' #5 12' <br /> A, SEE SCHEDULE — J <br /> �' I_ VARIES, <br /> A/5282 = <br /> . .' . w _ #5®12'UP TO 12' IX <br /> • ° ° 5 W 12" = CW6 21'-0" ABOVE FOUNDATION #9®6' S®12' <br /> -111 - Z-0• 533.5' Q <br /> DOWELS TO I I!±11-i E II Ill= #s ABOVE FOUNDATION.BEYOND 12' <br /> PERFORATED PIPE, W <br /> ROUGHEN SURFACE - Y MATCH VERTICAL 5 DOWELS ® 12" O.C. • SEE CIVIL FOR <br /> TO Ya"AMPLITUDE REINFORCING /� ADD'L INFO. CW7 2'-0' T-6" #5©12' #B®8' #5®12" 533.5' O <br /> vtj CW8 1._0" 12'-6" #5® 12' #8®8' #5® 12' 33.5 <br /> CW9 1'-0" 7'-6" #5© 12" #5 0 12" #5© 12" I'� <br /> p 533.5' _ <br /> N C <br /> N CW10 1'-0' 71'-6" #5® 12' 17®8' #5®12" 541' C�y/ <br /> >wQLEJ <br /> LYE <br /> CW11 2'-0' 16•_6• <br /> CL <br /> ps®1z' #a®a' #s®tz" s4r W <br /> d11=11 111-1I�1i=11C 5®12'OP TO 12' N <br /> IIH1!_1-III-11L_1 ABOVE FOUNDATION LJ.. <br /> SEE A/5282 FOR cwlz 2'-0" 20-6" #5®6"BEYOND 12' #9®6' #5®12" <br /> 541' O <br /> REINFORCING ABOVE FOUNDATION. LJ_ <br /> 6'-0" 12'-0" 7'-6" <br /> -- - #6a10"UP TO 12' W <br /> 1'-0" 1'-0" CW13 2'-6° Z3-6' #7®6oABOVE N #9®6' #5®12" 541' <br /> BEYOND 12' <br /> ABOVE FOUNDATION. U) <br /> SECTION 1 " ' I CL PIPE SEE PLAN CW74 2-0° 18-6' #5® 12" #8 6' #5®12" 534.5' <br /> SCALE3/8"=1'-0" S450�285 CW15 2'-0' 15.-0" #5®12" #7 0 8' #5 II)12* 534.5' <br /> I CW16 1'-0" 10.-0" #5®12" #7 0 12' #5®12' 534.5' <br /> AS RED'D HOOK DISCONTINUOUS ENDS <br /> CW17 1'-0" 5'-0" #5®12" #5®12- #5® 12' 534.5' <br /> -- 0 <br /> VARIES <br /> SEE SCHED. I <br /> r - <br /> �T/WALL • 1 ' CLR I <br /> EL. 541' 1 • li• l <br /> T GRADE EL, 4 <br /> 1 • I <br /> (SEE CIVIL DWGS) --_ <br /> #4®1z' I I I- SLAB RENF. 7a,, <br /> / <br /> SEE PLAN <br /> III'ilHll CONCRETE WALL, VARIES #4®tz' AND DETAILS • OC <br /> _ SEE PLAN SEE SCHED. 4"LAPO / , <br /> 111-1-. FOUNDATION DRAIN n <br /> 0/ <br /> HORIZONTAL REINFORCING, T/WALL C <br /> �/ SEE SCHEDULE L EL. 534.5' SCAIEANTS 8450 5285 <br /> • VERTICAL r'41' <br /> I I jREINFORCING "B", ' j 1 j �— ��_FT <br /> SEE SCHEDULEI I , <br /> 1 III ;r 1 I <br /> ' w I i 1 1 11 1 I I O <br /> VERTICAL REINFORCING, w -1- E��''" 1..1 I 17 __ l ' • o <br /> "A SEE SCHEDULE STAIRS, SEE PLAN N ADD Y OF INTERRUP ED ' •��s7:�% #, �e �i jSo - <br /> 1/2" EXP. JNT. • ALL SIDES OF PR. •xOE <br /> DOWELS TO MATCH • BETWEEN IYP.RE NF. I j ,�� - 1 q 8 _ - <br /> VERTICAL REINFORCING f _ r ,� i •, �1misi <br /> II --- I -{ �•• IMMIMIIIIIIMIIIIMIEM <br /> ROUGHEN SURFACE ,I It m 11: err j 1 — <br /> TO Y4" AMPLITUDE iF�dzll—!II-iI�I ` I I , 1 j I i ! � <br /> um 0' 1' 2' 4' 6' 8' <br /> . . M <br /> PERFORATED PIPE, 1 I— —I-- i 1 • 1_ -{- — _I MIME <br /> 12'-0" SEE CIVIL FOR I 1 F ! ; U 1 I <br /> .FetI r Qaiti ADD'L INFO. HOOK DISCONNNUOU.' 711111=1111 DETAIL /� <br /> rik.7 S. � ENDS I ; I I I I I I 0' 2' 4' 6' 8' 10' 12' <br /> M 1 I 11 1---"- I I SCALE:1/4"=1'-0" S450 S285 . ■ <br /> 1 All I t —t, I 1 i 1 I . . <br /> Qa • -co <br /> 4 I I — t— / 1 <br /> >vwwi __' •.' - , , - I I I- I I I 67_0. - -- 4"I.BAlq. <br /> 1 0" <br /> II I " <br /> . .• 11i�ItIT�I CIIL —F 'ti O1.VIAS, <br /> IIr71�ffWel1 IIa 1 I I I b D„ <br /> ` ..e'(1-3- <br /> SEE A/5283 FOR 02!.!`� ti ' <br /> SECTION I " 1 REINFORCING SECTION rifi 1 , � <br /> SCALE3/8"=1'-0" S450 5285 SCALEiJTS S2 I 5 8s 900 SW 16th Street Suite 307 fi�S'° A4 ti�\� <br /> Renton,Washington 98057 DDVid P. BDlawa;der <br /> WA PE 28184 `i <br /> SYM REVISION 65 APPROVED OATS SYM REVISION BY APPROVED DATE DRAWN UAIE 4UDTTR.E CURRENT REVISION SYMBOL DATEfri <br /> / / °F "°, ACCEPTABILITY KRW <br /> 05/30/14 CONCRETE DETAILS / /A ISSUE FOR PERMIT KRW DPB 05 30 14 /,,�`� "m.' THIS DESIGN AND OR CHECK 1:) W2534622 05 30 14 <br /> g)LAiI417E7Afiff® /// ' SPECIFICATON IS APPROVED SLJ/EWR 05/30/14 TITLE SHEET 2 <br /> x31wc APPROVED 61' DEPT. DATE 4O—SB S285 <br /> SLJ/EWB O5/30/14 <br /> xavn CHECKED <br /> APPROVED <br /> SITE 40-YD JOB NO. 16950 COMP NO. <br /> V*"° To <br /> 7. <br /> - <br /> °v APPROVED STRUCTURAL MASTER EVERETT, WA DWG NO. 40 YD 5285 <br /> • <br />