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<br /> / l l�b PILASTER ABO'N:,SEE it IAA\
<br /> 10'-0•v7'-6-CONC. 5 Ip' RORIE., SUPERSTRUCTURE • o,. W IC-ONT-8-CONC. III ego
<br /> PILASTER EXTENTS ABOVE, SHEETS 99-8 r OF DOWELS.
<br /> nv.P .�'a
<br /> SEE SUPERSTRUCTURE -+ e
<br /> (A)U.FACE,(8)TOTAL.TYP. FORM
<br /> SHEETS y,,,� LOCATE PEIRFOPCING TO 2 • PDF_1 VERT.DOWELS. a'''.. li ``
<br /> AVOID CONFLICTS WITHA•a
<br /> 010 DOWEL BM �- VERT.DOwELs.TVI'. '`, /S.a -o NORIZ.. •,_,O t ANON. aaa••cF•+`
<br /> LEGS BEYOND,M.-, 1 - Q MCH. £NEY C.MCH.
<br /> I_/
<br /> / /10.J�PERT.DOWELS, )5•FLEYeL[ \ (AI Ea.FACE.(97 TOTAL.�� / (no PER SIDE.(56)TOTAL h KEY
<br /> T- • _ - .- 1-10 JgNT rIt.LCP _ PEP PR(N)S �I e• f9' • ' ' �- ' ' . 1 i
<br /> BIWN.1N)k 1 (N)BPE ABOVE.SEE I ILI54
<br /> 4V PER SIDE.(50 TOTAL (E)CONE /-SUPERSTRUCTURE -x
<br /> K.,,,E PER PILAttER ,f- SHEETS.tYv. ,/_ 1 NV!
<br /> �I}• 2-O (E)10•S.O O. +rI -�{ 1 R
<br /> 1-1, 1 I E N+CH.t- • • F Ul l 1`•^,
<br /> 2-6'/6 ( EAR EA FACE.(18) ~L.
<br /> ~ ., ) OCONC LR • � OVER J[ j: .JI _
<br /> • .• K, ocl BARS C _, 1 I I -i M. / 1
<br /> T•P ill BARS OW ...E.W..The A 1 1 ,
<br /> - o.c.,E.W..TOB - - - I , fµc..i }; • -
<br /> (N) TYR
<br /> 0-10 0-10 O
<br /> t ��[ — TRANSVERSE DOWEL SECTION O COUPLER CAS IN O (2)PER ANCHOR,(12)TOTAL PER o
<br /> 2 0' / \ 2•TYP TOP-TTP CORNER BLOCK,TYP. N W
<br /> ALL WOES /2 - CO K
<br /> (n)]-D HK. (N) CORNER WALL BLOCK
<br /> nIgnON
<br /> (E)10'THK. AK', KcH ANCHORAGE & KEY CONNECTION O
<br /> s.o.c.
<br /> EY
<br /> EDGE OF(N)3'-0• 10'-0• I'�1 J 2'-B• 1'-J•,1I 1n 1-0. 0 Z
<br /> THK.FOUNDATION I I O
<br /> Z
<br /> 1 of—1 i Q '—
<br /> Q ANCX. , Y TYP. KEY FOR CONC. J Q
<br /> BLOCK MODE PER in
<br /> (N) TYP. PILASTER DOWEL PLAN I 9• I } KEY FOR CONC. CONC.BLOCK ABOVE, DUNE w
<br /> I BLOCK ABOVE PEA SEE SUPERSTRUCTURE Z
<br /> 1/2• 1'-0• O OLTNL SHEETS CONC.BLOCK THREADED ROD
<br /> i KEY ❑ e COUPLED./ANCHOR BELOW,
<br /> 10'-O-xJ'-8•CONC. - SEE SUPERSTRUCTURE
<br /> PILASTER ABOVE.SEE 9• I i XSCNWI SIMPSON SHEETS.TYP. O
<br /> LOCATE REINFORCING TO SHEETS SUPERSTRUCTURE -\ FORM SAYERS OTOP m ¢ARCH.+ I - � COUPLER(OR EQUIV.) -____ 'l ).l.
<br /> AVOID CONFLICTS WITH IN t • • CAST IN O TOP OF .___'- __'.,# ._-___ABUT.SEE V
<br /> VFPT DOWELS.Tro rOF DOWELS,TIP Y VFR DOWRS B. I MCH^P Tvo ' SUPERSTRUCTURE
<br /> RS BLOCK 0
<br /> /„MPS OG- p '''�L---- J 0 IV UPPER L ;�SUPERSTRUCTURE
<br /> tY P/8N8-le SIMPSON 0-8 $,IEPs.TYP
<br /> oa.L W_ 'hB '•, -- VAT RE N
<br /> _� n.'a: CONC.BLOCK ANCHOR(OR EOUK). ] BEYOND ' W
<br /> SUPERSTRUCTURE ABOVE.SEE COUPER C�IBLOCK. /S[ Ll.l
<br /> SHEETS ANCHOR REIN. \ I I • I Z.-1 wCt N H
<br /> �.�- _ ,..._7.R-1.
<br /> TOP,TYP.
<br /> CO
<br /> (N) TYP. WALL BLOCK (2)PER ANCHOR.(B)TOTAL PER (�-Z=tP w
<br /> '_r TYP.BLOCK,TYP. 1.0 ANCHOR(OR
<br /> DUN),SIMPSON(A) I i L
<br /> ANCH1 .i ...
<br /> \Il I . CONC BLOCK ABOV_
<br /> RECOC. ...00 , 2 V) S•-
<br /> � A "-SEE SUPERSTRUCTURE Y I
<br /> SUBGRADE PNFP / 9-B \ A L o11.EWS ee. J T 0 8 I f e7 N
<br /> PER GEOTECH `IS.lL1n HORR., BARS LOCATED M J
<br /> REPORT V
<br /> eLLLL�111 2-BELOW KEY WHE E/5.1 I'o HOPo2., (K)EA WOE,FA.FACE.(t 8) A DEEBILHo E COUNCT,TYP. S Q
<br /> TOTAL.TYP I { OK ANCHOR REIN. g X-
<br /> (K)EA.FACE.(0)TOTAL M. COUPLER II T DETAIL DEPICTS FOUNDATION SUBGRADE PREP 0-1 10 0
<br /> CAST N N' - - I O LONGITUDINAL WALL PER GEOTECH
<br /> µCHOR.- I,I BLOCKS.DETAIL IS SIMILAR REPORT (TYP.BLACK,TYP.(8)TOTAL PER
<br /> FOR TRANSVERSE WALL Z
<br /> 4111
<br /> (N) TYP. PILASTER BLOCKS W/CHANCE IN O
<br /> REINFORCING DIRECTION (N) TYP. WALL BLOCK N
<br /> LONGITUDINAL DOWEL SECTION O I a
<br /> (2)01 VII IMPS LOCATED MIN.2• ANCHORAGE SECTION O
<br /> I/2••1'-0• BARS.NL T CENOW KEa WHEPF Z O
<br /> OF
<br /> nil PABHB 18 S1 ._ — + _ SHEET NOTES: v
<br /> 1. STRUCTURAL DUNES REPRESENTED ON MIS SHEET ARE PREPARED FOR THE
<br /> Ir l'-0'+i T.O.F. ANCHOR(OR BLOC.
<br /> IA) '.-'.._ --_-.:. ----
<br /> I I - FOUNDATION OON ELEMENTS ONLY.ANY DEPICTOR OF ELEMENTS ABOVE THE
<br /> PEA TYP CONC E r..(6) FOUND..(CONCRETE BLOCKS BEE BLOCKS.THREADED RODS,ETC.)ARE JOB No. 2
<br /> 1� T.O.i. PER CORNER BLO( IV. /5 - ANCHOR REIN. ELEMENTS ABB FOR OVE E F➢UNDATIONIC NPROVIDEDSES LON SSUPERSTRUGIGN OF SNRE SHEETS 22O2-0023
<br /> 1 I I I B• 1 •P (2)AWRIONK T BARS. _ _ UCTURAL
<br /> O O 0 TO FOLLOW.
<br /> 06*81 CNECNEO
<br /> L I I FULL AP x/NAi ON E0.- O i O (2)PEP ANCHOR,(8)TOTAL PER 2- AB OR BOLTS ARE PRE-As...KED HIGH STRENGTH ASIN MA9
<br /> y-•11 WOE OF ANCHOR.TYP ttP.BLOCK,ttP, ANCHOR BOLTS MANUFACTURED BY SIMPSON STRONG TIE.CONTRACTOR/OWNER NRW WJS
<br /> Tr•- MAY SUBMIT EOUNALEHT OR BETTER ALTERNATIVE ANCHOR FOR PSES REVIEW.
<br /> T 3. ALL COUPLERS SHALL BE RATED TO EXCEED 125K OF THE CONNECTED ROT DATE 6' 8• STRENGTH RE HIGH STRENGTH COUPLERS ME REQUIRED WHEN CONNECTING TO 07/1 4/22
<br /> HIGH STRENGTH RHREADEA RODS AND ANCHORS. PENSIONS
<br /> DETAIL NOTE: SRGRME PREP A. FORENGTH S SHALL BE RATED TO EXCEED 125E OF THE CONNECTED REBAR
<br /> DETAIL DEPICTS•'TALL N (N) TYP. WALL BLOCK '--PER G20TECH STRENGTH.
<br /> TOP SECTION 0 LONGITUDINAL WALL REPORT 5. WHERE TYPICAL REINFORCING AND KEYS CONFSCT,CONTRACTOR SHALL LOCATE
<br /> BLOCKS.DETAIL IS SIMILAR REINFORCING
<br /> TO MNNTNN MIN.CLEARANCESTAS CAST-IN
<br /> SPECIFIED HERON.LOCATE
<br /> FOR TRANSVERSE WALL ANCHORAGE SECTION g REINFORCING TO AVOID CONFLICTS WITH OTHER CAST-IN ELEMENTS.DO NOT
<br /> (N) TYP. FOUNDATION KEY BLOCKS W/CHANGE IN 1 P SHIFT BARS MORE THAN N OF TYPICAL BM SPACING U.N.O.
<br /> REINFORCING DIRECTION i'-0• 6. ALL REINFORCING SHALL BE FULLY DEVELOPED BEYOND CHANGES IN T
<br /> CONNECTION FOR CONC. BLOCKS 0FOUNDATION DEPTH PER SHEET SDI O.N.O. SHEET
<br /> SF7
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