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KEY <br /> ® KEY FOR CONC. ® COAL.BLOCK ABOVE,SEE OETAIroR colic. 3„ aq`;'EI, <br /> CONC.BLOCI(ABOVE. BLOCK ABOVE PER BLOCK ABOVE PER 9 b, <br /> SEE SUPERSTRUCTURE DETAIL SUPERSTRUCTURE SHEER CJv g <br /> �v�f YP• ;� <br /> SHEETS CONC.BLOCK THREMEO ROO ,�}T4TMzzA <br /> CONC.BLOCK THREADED ROO COUPLED 8/ANCHOR BELOW, ELMS LOCATED <br /> NEY WHERE 2 •?a'.L.A<•,V4' <br /> COUPLED 8/ANCHOR BELOW, BARS LOCATED MIN.2• SEE SUPERSTRUCTURE <br /> SEE SUPERSTRUCTURE BELOW KEY WHERE (E)10'S.O.G. SHEETS.M. CONFLICT.TYP. <br /> (E)ID'S.O.G. SHEETS.M. CONFLICT,M. W/THICKENEO EDGE M.UPPER , i•,. <br /> 0/THICKENED EDGE UPPER <br /> NSCNWI SIMPSON ///���(N) EWE BLOCK ABODE.SEE <br /> NSCNWI SIMPSON ( MAT REIN. (N)BPE BLOCK ABOVE.SEE COUPLER(T OF / -BEYOND SUPERSTRUCTURE SHEETS I _# <br /> COUPLER(OR EOUN.) SUPERSIRUCIUAE SHEETS CAST IN O TOP OF _�__ _ __ I L� $ <br /> CASs IN O TOP OF ___T_ -_/ •(( _ ___-BETON (E)BYI'iHN.PRECAST ANCHOR,M. , <br /> (E)BYA'iHK.PRECAST ANCHOR,M. `ir �_ CONC.WILL 40 4'_vi•, � <br /> CONC.WAl /I 4'_;1t1•t act BARS OS• .� <br /> e , , j <br /> /Et BIBS 0 B (E1 GRADE(SHOWN /11 BAR• ..,E.w.,i&R ini i� <br /> `E)GRADE(SHOWN t II11 BAR O FOR REPRESENTATIVE CdbIFA , 8i� <br /> OR REPNESEMATNE CORNER •• �. . PURPOSES ONO / - `L -" r 113.I 1 1 g <br /> PURPOSES ONLY) r.- -i CLR.CLR.y i� <br /> ` �• 2' <br /> 71.4r..� }W N <br /> --1. nil ]-0 LEER.d ,, <br /> t.... <br /> . • • ]' Tr---------- cut. <br /> • <br /> CR. - SUBGRME PREP PER \SUBCRIDE PREP PER IO CC <br /> GEOIECH REPORT ANCHOR <br /> AND GEOTECH REPORT <br /> ANCHOR(ORt EOUN.), ) /5x r T• ANCHOR REIN. nTO DETALOE <br /> 2YP. <br /> PER M.CONC.BLOCK.(8) 0-10 0-10 r�TIY� <br /> PER CORNER BLOCK,M. I. EXISTING `/STING CONFIGURATION.GEOMETRY,AND ELEVATIONS ARE BASED Z <br /> (2)PER ANCHOR I. <br /> DRAMATICS PREPARED BY LANCE MUELLER d ASSOCIATES FOR <br /> THE'EVERETT TECH'BUILDING ADDENDUM/2 DATED AUGUST 20. Z Q <br /> 2021.CONTRACTOR TO VERIFY GEOMETRY IN FIELD AND NOTIFY TYP. (N) MAT FOUND. ADJ. TO (E) WALL O I— <br /> THE PROJECT ENGINEER IF CONFLICTS OR DISCREPANCIES EXIST. <br /> (N) MAT FOUND. ADJ. TO (E) WALL - LOWER FOOTING O 2. All REINFORCING FOUNDATION DE BE NLLY DEVELOPED BEYOND CHARC6 <br /> IN MAT RCING DEPTH PER SHEET LOt U.N.O. J <br /> ]. STRUCTURAL DETAILS REPRESENTED CR THIS SHEET ARE PREPARED IyJ Cl <br /> FOR TIE FOUNDATION ELEMENTS ANY]/4• f-0' OF <br /> ELEMENTS ABOVE THE FOUNDATION Y.((LCONCRETEEPICTION BLOCKS,BPE — Z <br /> BLOCKS.THRF AGED RODS.ETC.)ARE REPRESENTED FOR SCHEMATIC = <br /> PURPOSES ONLY.DESIGN OF STRUCTURAL ELEMENTS ABOVE THE <br /> FOUNDATION PROVIDED ON SUPERSTRUCTURE SHEETS TO FOLLOW. V I Q <br /> O. SEE SHEET SFT FOR TYPICAL ANCHORAGE AND ANCHOR <br /> REINFORCING DETAILS. <br /> 5. WHERE TYPICAL REINFORCING AND KEYS CONFLICT,CONTRACTOR <br /> ....- <br /> SHALL LOCATE REINFORCING TO MAINTAIN MIN.CLEARANCES AS <br /> ® ® SPEDIFIED HEREIN.LOCATE REINFORCING TO AVOID CONFLICTS'ATH I <br /> CONC.BLOCK ABOVE, KEY FOR COAL. OTHER CAST-IN ELEMENTS.CO NOT SHIFT BARS MORE THAN K OF <br /> SEE SUPERSIRIICNRE BLOCK ABOVE PER TYPICAL BAR SPACING U.N.O. <br /> DETAIL 8 CC <br /> SHEETS HEY'FOR CONC. Z Ld M <br /> M. CONC.BLOCK ABOVE. BLOCK ABOVE PER 3 O <br /> (E)WIT 2-8 0SEE.BLOC TItABOVE. DETAIL�i\ W N N <br /> CRANE COL V.I.F. 2_B* BELOW LOCATED <br /> WHEREIN 2' SUUPERSTRUCTURE SHEETSN)WE BLOCK ABOVE. SHEETS SHEETS l�.-1 P W>-A a' <br /> KEY <br /> ' M.UPPER (4)ADDITIONAL/8 CAME COL V.I.F. 2CONRICT.TT. '-V*—' BARS LOCATED NIA.2'BELOW (N)ERE BLOCK ABOVE,NEC z U 10 Z 2 3 <br /> / MAT REIN. FULLY DEVELOP KEY WHEflE CONFLICT,M SUPERSTRUCTURE SHEETS <br /> / BEYOND CHANGES IN SU Li^ - <br /> (E)Ay'THK.PRECAST / I i MAT FOUNDATION 2'CHAMFER <br /> ONC.WALL ---'--- - - "'- BEYOND GEaMETRY M. M.APPEAL M <br /> w �o��M <br /> ANCHORS AND lir <br /> MAT REIN. INNER ANCHOR ARO K W- <br /> ANCHOR REINFORCING BEYOND SW.TO REINFORCING = N a x.-T.J <br /> /11 BAR O SIM.TO DETAIL (E)OS'iHK.PRECAST SIC.TO DEINI <br /> • <br /> 1 COAL.DUAL (10)/11 c.c.• a .. <br /> (Ej GRADE(SHOWN / I CORNER , •(::::� M "�3 N <br /> FOR REPRESENTATIVE I DEVELOP 11 BARS OB' $ J <br /> NLLY 0 <br /> PURPOSES ONLY) ( _ � ENO - EW TdR <br /> ,LL„ �/� I/ �E /�, ` / L-•- • - ; 2 GOR GREPRESSHOWN ENTATIVEFT, <br /> • a4 1- <br /> -t JL�..r�}+�T��� RWCCOBLOCK <br /> aLEKD THREADED / - a �� PURPOSES ONLY) • � 2 A • <br /> I A31LJ��� SNEER.OELOW.SEE 1' ;�� /// '/ I/ / ; !�'.... . . . • -E <br /> 1 <br /> /, sii • rLLR Z <br /> SUPERSTflUCNAE / I _ d .d \•-0 -7' 1 / /•:,' / S P 0 <br /> =1 I / IY A449 HIGH AI'-9' 7 \� ^ Q N NSCNWI SIMPSON oc1 BARS TAR (��T z�I STRENGTH THREADED CWPLEA(OR EgINJ • <br /> d�• ..E.W..T•B JI'�.'/�ROD THROUGH(N) I I ]_O• p <br /> (E)WALL GIST IN O lOP a • <br /> TT-i-i • • • •e• -- ]• 1�I.�F�I/I COAL.SECTION �1/ .���I-11616.. <br /> ?O <br /> ANCnOfl.M. '( ��j II <br /> FOOTING <br /> BEYOND I �//////i, f CLR. % / r- AA S' O- <br /> 2•CHAMFER • ��J1 I 148•x8•C WASHER d % • •1 3 v���� • • • • CLR.//// ///WI/ •-- SUBGRAOE PREP / NUNOFIIOUL TH EA )ON8'TNK.COMPAESSIBIE j ��PER GEOTECH 2_Ot / - - --- JOB N0. <br /> MATERIAL BIWN.TOP OF .'� REPOMI�/,/,/ CONC.SECfKKi �/ 0 t <br /> (E)FOOTING d SOT.OF �� . 'A ��tl��n-n�a-11 .ROE J4....tr- I ( 2202-0023 <br /> / (N)YAT FOUNDATION / .U. .•cIA. J' <br /> _ -i_E1L.L (E)WALL 1•_0• SLBGRADE PREP PER D� dam <br /> 1J.-1T .IF:-_ M. f-9 GEOTECH REPORT <br /> (E)T'-0'J'-O'vt._8• F8 BARS 08' TOOTING r-o•-- r NRW WJS <br /> TNK.COLUMN FOOTINGS ._O. t e.e.ALONG BEYOND Yz'FLEXIBLE OI l-] RATE <br /> TO REMAIN,M. 2,_D. 4_D BOi SURFACE /Bv OA'c.c. ]•INK.CpIPRES518LE JOINT FILLER iBx nL Or 0.0. <br /> t-B MATERIAL MN.TOP OF BMA.(N)d I-B tax Tj�e8'O.c. 07/14/22 <br /> y FLEXIBLE (E)FOOTING d BOT.OF (E)CONC.,M. 2-B-BIo REVISIONS <br /> JOINT FILLER /Bx Y[ Or e.c. (N)MAT FOUNDATION <br /> • BMA.(N)• _W <br /> (E)CONC.,^". TYP. (N) MAT FOUND. ADJ. TO (E) COL. O <br /> (N) MAT FOUND. ADJ. TO (E) COL. - LOWER FOOTING O ]/'•—'-D• 5HEET SF6 <br /> ]/4•.r-o• 7 or 21 <br />