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CONCRETE C��CRETE (CC}NT} STRUCTIJRA� STEEL, MI�C. M�TAI.. PQST INSTALLED A�GNt��AGE
<br /> 1 . AL� CONCRETE CONSTRUCTI�N S�ALL GQNFORM TO T�IE REQUIREMENTS OF 6. BASE PLATE GROl�T SHALL BE N�l�-SNRIC�K TYPE Ct�1�FORMING T4 ASTM C-1 �07 1 , STRU�Tl1RAL STEEL DETAILING, FA�RI�ATION AN[� �RE�TIc�N SHAI�L C{�NF�}RM TO TN� 1 . ADN��IVE ANCNORAGES, WHERE �PECIFIED ON TNE DRAWINGSr SI�ALI�. �ONF�RM TQ
<br /> Th-IE E�UI�.DING CODE AND ACf SPECIFICATIaNS. WITH A MINIMUM C�MPRESSlVE STRENGTH AT �� DAYS OF 7000PS1. 8�11�DING CaDE AND AIS� STANDARDS �SING L{�A�S AS DEFINED IN AISC-36� TNE FC�LLOWING: ,
<br /> SECTION B3-� "DESIGN F�R STftENGTN USIN� LOA� AND RE�ISTA�CE FACT�R
<br /> 2. ���ICRETE S�ALL CONFORM TO TH� REQUIREMENTS OF TNE PROJECT SPE�IFICATIONS 7. PLACEMENT OF CONCRETE SNALL CONFt�RM TQ ACI REQIJIREM�NTS AND TM� DES[GN {I�R�D}#'. A. CONC�ETE EP�XY A��NORS: NII�T1 HIT-RE V3 ESR-3814
<br /> IN ADaITI(�N T�} THE REQl11REMENTS i� TNES� DRAWINGS. WHERE THE SPECC�ICATIC7NS CONTRACT D�C�IMENTS. NARDENED C�NCRETE SHA�.� BE ROIJGHENEO TO 1 f�"
<br /> APPEAR TO C�NFL.ICT WITH THE REQUIREMENTS IN THESE DRAWING�, TNE A�1P�ITUDE AND A Ct�NCRETE B0�lDING A�ENT SNAL.� BE USED AT AL�. 2. STRUCTURAL STEEL FABRICATI�N AND ERECTION SHALL CO�FORM Ta AI�C �. GRQUTED REINF�}RCED
<br /> CaNT�A�TC?R SHA��. OBTAIN CI.ARIFI�ATION FROM THE ARCHITECT/�TREJ�TUftAL �C}CATIC�NS WNERE NEW COf��RETE WI�.L BE PE.ACED AGAINST HAR�E�IED REQUlREMENTS AND TN� PR�JECT SPECIFICATI�NS. CMU EP�XY ANCHORS: NILTI N1T-NY 70 ESR-26�2
<br /> ENGINEE� BEFOR� P�OCEEDING WITN WQRK. Ct}NCRETE, EJNLESS OTNERWISE E�OTED. B�NDIN� AGENT SHA�L BE -
<br /> PLACE� IN STRICT ACCQRDAN�E WITN T�fE MAN�FACTURER'S INSTRUCTI��IS, 3. STRUCTI�RAL �TEEL DETAI�..ING, FABRICAT�QN A�ID ERE�TIQN C�F ELEMENTS AND 2. MECHANICA� ANCHORA�ES, WHERE SPECIFIED ON THE DRAWINGS, SNA�� CONFORM T{�
<br /> 3. CONCRETE S�IALL CONFORM TO THE STRENGTH, WATER-�EMENT RA1�IC?, �XP�SURE IC�CLUDiNG PREPARATION �F EXISTING S�IRFACES. CONNECTI4IVS MARKED 'SLRS' �NA�L CC�NF�QRM TQ AI�C-3�1 . TNE FOLL�WING; ,
<br /> CLASS, MAXIMUM UNIT W�IGNT AND CEMENT TYPE SPECIFIED W TF�E SCNEDULE
<br /> BELQW. CONCREI�E �TR�NGTHS SHALL BE VERIFIED �Y 28-DAY CYLI�DER TESTS, 8. P�(�J�CTING ��RN��S OF BEAMS, WALLS, CO�.l1MNS, ETC., 5NAt..L BE 4. STRUGT�JRAL STEEL SHA�.L CQNF��M T� THE FOL�OWING, �1N�ESS OTHERWISE NOTED A. CQNCRETE EXPANSION ANCFIQRS; NILTI KWIK BOLT TZ ESR--1917 �
<br /> FORMED WITN R 3 f 4 INCH �NAMFER, UNLES� OTNERWiSE NC}TED ON TNE �� TNE STR�CTURAL DRAWI�IGS: �
<br /> ARCHITECTURAL. DRAWIN�S. S�E AR�NTIE�TURAL �RAWIN�S FOR FkNISN B. C�}NCRET� UNDER��T ANCNORS HiLTI H�A ESR-1546
<br /> CO�JCRETE �EQUIRE�ENTS DETAiL� AND ALL EXPOSED CONCRETE SURFACES. WIDE F�.ANGE SNAPES ASTM A992, Fy = 5� �tSl
<br /> G. GRQUTED REINFORCED
<br /> E�EMENT STRENGTN MAX U�f� EXPt�St�RE MAX DF�Y CEMENT 9. PR(�VIDE S�EEVE� FOR REQUI�ED OPENINGS IN CO�CRETE BEFORE PLACENG. PLATES AND BARS ASTM A36, Fy = 36 KSI CMU EXPANSION ANCH�RS NI�TI KWIK BOI�T � ESR-1385
<br /> f'c RATIO CLASS UI�IT WECGI�T TYPE REINFORCING SNA�.� NQT BE CUT. CORI�G �F CONCRETE IS NOT PERMITTED
<br /> �P��) �P�f� UN�ESS SPECIFICA�LY INDICATED I� THE STRUCTURAL DRAWINGS. CHANNELS A�1D ANGLES ASTM A36, �y = 36 KS1 3, DRILLING SHAI�L BE PERF(�RMED WITN A ROTARY NAMMEft DRIL� ANa CARBIDE TIPPED -
<br /> DRILL BIT I� ACCORDAN�E WITN THE �IA�IIJFACTURER'� I�STRUC�I�NS A�ID THE
<br /> FO�JNDATIONS 4,500 �.45 F� ,�1 �5{� 1 QR I# �0. C{�NDUIT OR PIPE C?UTSIDE DIAMETE� SI�AL� NOT EXCEED ONE TNIRD H��LQW ROUND SE�TIONS ASTM A500-B, Fy = 42 KSI APP�ICABLE IC� EVALUATIO� REPORT. ;
<br /> S�AB ON GRADE 4,5�0 0.45 F1 ,C1 �5�} I QR II OF TNE SIAB TFII�KNESS AND SNALL BE PE.ACED BET'�VEEN T�E TOP
<br /> A�ID B4TTOM �EINFC�RCING, �1NLESS SPECIFICALLY DETAILED OTHERWISE, HQLLOW R��TANGl1LAR SE�TICINS ASTM fiS�C}-B, Fy = 46 KSI 4. B�JRE H�LE CI�EANI�G P�aC�DUR�S MUST C�MPLY WITH TNE MANUFACTl1RER'S ,
<br /> A. * TOTAL WATER IN CONCRETE Ft�R SI�ASS {}�1 GRA�E SHAL� N�T EXCEED C{�NDUITS SHAI.�. BE SPA�ED SUC�( THAT THE ��EAR DISTANCE BETWEEN INSTRUCTI�NS AND TE-�E APPLICAB�E IGC EVA�UATI�N REPORT IN �RDER T� PRODIICE
<br /> 285 �.�5 PER �U�IC YARD. {S N0� �ESS THAN TNE LARGER �F THREE TIMES TME LAR�Eft PIPE R�UND PIPE ASTM A�3-B, Fy = 35 K51 A DRY, ��ST-FREE N��E.
<br /> QIAMETER {�R FOUR 1�1CHES. CONC�NTRATIONS OF CONDl11T N�T
<br /> B, �XPOSI�RE GI.ASS IS C�, F0, SQ, W� UNLESS NOTED 1N TF�E TABLE ABOVE. �EETING TNE�E �IMITATIO�S SHALL BE SUBMITTED TC? THE STRU�Tl1RAL ANCNOR RODS EMB�DDED II� CC}�CftETE ASTM F155Q� GRAD� 36 5� INJECTION {�F ADNESIVE SHALL BE PERF{�RME� IN ACCORDAN�E WITH
<br /> ENGINEER FOR REVIEW A�D APPROVAL PRI�R TC7 PC.ACEMENT. �A�IUFACTURER'S INSTRUCTI(�NS A�lD TNE APP�.ICABLE ICG EVALtJAT14N REPO�T fN
<br /> �4NNECTIQ� B�LTS A325-N-STd ORaER T4 PRODUCE AN AIR-VQID FREE INJECTIQN.
<br /> C. T�IE WATER-C�MENT RATIO 1�1 C0�lCRETE CONTAINING POLYSI�ICAI�E ADMIXTURES 11 . OBSER�IE ALL ACI RECOMMENDATIONS FOR N{�T OR COLD W�ATHER
<br /> SNA�� CONFt�RM T4 TNE REQ�JIREMENTS OF THE ADMIXTI�RE SUPP�IER. SUBMIT CONCRETIf�G, CURE S�ABS USING AN APPRQVE� CURING �{�MPOUND 0� WET 5. NEADED ST�1D CONNECTO�S {WHS) S�IAL� CQN��RM T� AWS D� .1 SECTIU� 7 ACUD 6. SPECIA� CON�ITI�NS �UCH AS WATER �ATI�RATED CONCRETE, WATER-FILLED HO�E�,
<br /> ADMIXTURE PRdaUCT DATA F�JR REVIEW WITFi TNE MIX DESI�N SUBM117A�,. �URE �YSTEM PER ACI RECC}MMENDATI�NS, WITH SPECIAL CONSIDERATI�N SHALL B� FABRICATE� FROM COLD DRAW� STEEL CQ�FORMIN� TO ASTM A-108 WI�H 11ND�RWATER AND OVERHEAD EN�TAL�A�IO�S MUST BE AP�ROVED BY TNE ENGIh�EER T
<br /> REFER T{� THE PROJEGT SPECIFICATIONS FC�� ADDITIONAL �EQUIREMENTS, FOR SLAG AND FLY ASN CQNCRETE AS APPR�PRIATE. A MINIMI�M TENSI�..E STRENGTN OF 65 KSI. STUD WEf�DI�IG, INSPECTION AND T�STING OF RECORD A�D C4MPLY U�ITN THE APPLICA��E ICC-ES R�P�RT. .
<br /> D. ��NCRETE MIXES SHAI�C. G{7MPLY WITN ACI 318 SECTIUN 19�3.3 FflR TN� SNA�L C0�IFORM T� AWS REQUIREMENTS. �
<br /> EXPC}SURE C�.ASSES fNDICATEd THE TAB�E ABOVE. FQR C�ASSE� F1 THROU�H 12. TESTING CYLII�DERS SFIALL BE �AST AND TE�TED BY QUA�IFIED PERSONN�L. IN 7. ST�EL ANCNORING E�..EMENTS SHA��.. BE TNE SIZE AND GRADE SNOWN ON THE
<br /> F3, AIR ENTRAINM�NT SHALL MEET THE REC�IJIREMENTS �F ACI-318 TABLE ACCORDAN�� INITH ACI 318, SECTI0�1 26.1�. 6. TE�E STRUGTl1RAl� STEEL FABRICATQR SNALL FtJRNISH SHOP DRAWINGS F�R REVlEW DRAWINGS ANQ MIJS� �� C�EAN, DRY AND FREE �F ANY �iL �R CONTAMINANTS.
<br /> AND APPR�VAL PRIOR TC� TNE START �F FABRICATION.
<br /> 19.3.3.1 . 8. �IJBSTITI.JTIONS FOR ANGH{�R SYSTEMS MI�ST BE APPROVED BY THE S�RU�TURAL
<br /> E. PGRTLAND CEMENT �NALL CONF�ORM TO ASTM C--150 OF TF-�E TYPE 5PECIFIED REINF��CING STEE� 7. WEL�IN� SNALL BE PERFORMED IN ACCQRDANCE WITN AWS REQUIREMENTS. A1�� ENGINEER QF R�C4RD PRI�R TO INSTALLATIO� AND SHAI�L FfAVE A VALID IC�-ES
<br /> IN TNE TAB�E ABQVE. WELD� SNAL� BE PREQUALIFfED I�1 ACCORDAN�E WITH AWS AND AfSC STAN�ARD�. EVA�UAT{ON IN ACC�RDANCE WITN TI�E APPLICA��E BUIL.DI�G C�DE,
<br /> 1 . REINFORCING STEE� SHALL BE DETAILED, II�C�(JDING HOOKS AND BE�DS, AN P�ACED USE E70XX ELECTRODES, �1{�N.
<br /> F. COARS� AND FINE AGGREGATE FOR NORMA� W�IGHT �QNCRETE SHA��. IN AC��RDANCE WETI� ACI 315 AN[� ACI 3�8. 9. ALL A�ICHOR EMBED DEPTHS SPECIFIED QN THESE DRAWINGS ARE EFFEC7IV�
<br /> S. W���I�G OF MEMBERS AND CQNNECTI�I�S MARKE� tS�R�' SHAl.�. BE PERFORME� IN EMBEDMENT DEPTNS. AD[�ITIONAL ANCH�R LENGTH AN� OR HOLE DEPTN SNAI..L. BE
<br /> CONFO�M TO ASTM C-33. 2. REIN�ORCING STEEL SHA�.C. C(�NFQRM T4 ASTM A-615 OR A-706, GRADE 60. ACCORDANCE WITH AWS D1 .8. PROVIDED A� REQUIRED BY TNE ANCHC7� MANUFACTl1RER A�l� ASSOCIATED CODE �
<br /> APPROVALS. "
<br /> G. A�GREGATE FC}R LfGHTW�IGNT CONCRET�E SHAL.I� CQNFORM T� A�TM C-330. 3, WELaED WiRE FABRIC SNA�L CONFORM TO ASTM A-�85. 9. ALL WELD� SHALL BE PERFORMED BY WEL�ER� CERTIFIED IN THE JURISDI�TIQN
<br /> N. WATER SNALI� BE CLEAR A�� SHALL CaNFORM TO AST�1 C-1602. HAVING AUTN�RIlY OVER �NI� PORT1�� �F� THE WOftK.
<br /> 4. TNE FO��OINING SNA�� BE USED I� CONCRETE BUILDING STRUCTURES F{�C,1N�ATIONS
<br /> I. CON�R�TE MIXfNG �P�RATIONS ��IALL CONFC�RM TO ASTM C-94�. 10, WE�D LE�GTHS CA��ED FOR ON TNE PLANS AR� THE NET EFFE�TIVE LENGTN
<br /> A. THE ACTUAL YIE�D STREN�TH BASED ON MILL TESTS �HAI�L NOT E��EED THE REQUIRED. WELD SIZE SHA�.� BE AISC MINIMUM, UON. 1 . �UBGRADE PREPARATIQN IE�C�.UDING, DRAINAGE, EXCAVATION, COMPA�TI0�1, AND
<br /> J. AL� �XTERIQR CONCRETE WITH SURFACES EXPOSE� TO S1�ANDING WATER SPECIFIED YIELD �TRE�GTH BY MORE THAN 18,0�}0 PSI. RETESTS �F�A�L NflT FI�.�I�� REQUIREMENTS SHAL.� �O�FORM STRICT�Y WITH THE REGOMMENDATIONS
<br /> EXCEED THI� VA�UE BY MORE TNAN AN ADDITIONA� 3000 PSI. 11 . BOLTED C��f�ECTl�NS OF MEMBERS MARKED 'S�RS' SHALL BE PRETENSIONEQ AND GIVEN EN TNE S41LS REPORT C}R AS DIRECTED BY THE GEOTE�NNICAL ENGINEER,
<br /> SNAL� BE AIR-ENTRAINED WITH AN AI� �ONTENT CONFORMING TO ACI 318 SNAL�. MEET TNE REQUCREMENTS FaR A CLASS A FAYING SI�RFA�E. GON�ECTIdNS
<br /> �AB�E 19.3.3.1 . AIR ENTRAI�3MENT SNAL� CQ�IFORM TO ASTM C-2�0. B. T�IE RAT(C� OF THE ACYUAL. �3�TIMAI�E �ENSI�.E STRESS TO THE ACTCJAL TENSI�E
<br /> AT TNESE MEMBER� SNAL� BE MADE U�ING STANDARD HOLES IN ALL PLYS. 2. ALL F�111�DAT10�lS SHA�L BE FOUNDEL� A MINIMUM �F � '_6„ BELQW ��WEST .
<br /> YIE�.D STRENGTN SNAL.L. Nt�T BE LESS TNA� 1 ,25. ADJACENT FINAL �INISH F�Ot�R C}R GRAD�. EXPQSED SQI� SHAL� BE INSPECTE� .
<br /> K� TNE CONCRETE REQUIREMENTS �PECIFIEQ ABOV� {EXCEPT STRENGTH} MAY 1�. COMPQSIT'E STRIJCTURA� STEE� BEAMS ARE DESIGNED I� ACCORDANCE WITH AI�C F0� COMP�..IAN�E WITH THE SC}I�.S REPORT BY �NE 1NSPECTIt�N AGENCY
<br /> BE CHANGED IF A CC}N�RETE PERFORMANCE MIX IS SUBMITI�ED TO THE 5, A��. REINF�ORC�N� BAR BENDS SHAL.L BE MADE COL.D. �RRS SHAL�. NOT BE RE-BENT. 36U NaT T� ftEQUIRE SNORING. REPRESENTAT(VE PRIC}R Ta CUNSTR���ING C�N�RETE FORMS A�Ip/OR PLACI�l�
<br /> S�RUCTU�AL ENGINEER A�J� BUILDING {�FFICIAL FOR APPROVAL TWO WEEKS REINFO�CING STEE�. ANY EXCESS OR �ON-COMP�Y��JG MATERIA� AS DETERMINEQ
<br /> PRI�}R TQ PIACI�I� ANY CONCRETE. THE PERFORMAN�E MIX SHALE. INCLUDE �, RE�l�F�pRCIi�G SPLICES SHALL BE MADE AS INDICAT�D ON TNE DRAWINGS. 13. BEAM PENETRATIONS MAY BE CREATED PER THE TYPICAL DETAI� WITHOUT PRIOR BY THE INSPECTl�N AGENCY REPRE�ENTATIVE SHAI.I� �E REMOVED AND REPLAC�D
<br /> TNE AMOUNTS OF CEMENT, CEMENTIT(�IJS MATERIAL, FINE AND C�AR�E APPROVA� OF STRIJCTURAL. ENGINEER. PENETRATI0�1� OF ANY SIZ� IN ANY OTNER AS DIRECTED �Y THE SOI�S ENGINEER.
<br /> AGGRE�ATE, WATER A�JD ADMIXT�RES, A� WEL� AS THE WATER-CEME�T 7. WELQED WI�E FABRIC �FIA�L BE �APPED AT SPLICE� SUCF� TNAT A M(NIMUM OF AREA OF THE MEM�E� MUST BE ftEVIEWED AND APPROV�D BY TNE STRUC�l1RA�
<br /> RATI�, S�UMP, CCIN�RETE YIELD AND SUBSTANTIATIN� STRENGTI� DATA 1� TNREE WIRES PARA�.LEL T� T�#E SPLfGE ARE OVER�.APPED. SP�ICE� SHAi��. (�VERLAP ENGINEER. 3. FOOTI�IG DEPTNS AR� MINIMUM DIMENSIONS, AND MAY 8E CNAE�GED BY T�E SflI�S ,
<br /> ACC�RDANCE WITH ACI 318, SECTI�}�1 26.4,3. REVIEW �F MIX SE�BMITTAI�� BY A MINIMUM �F 8 INGNES. ENGINEER (N ORC�ER TO ACHI�VE TNE REQUIREM�NTS OF THE APPF��VED SOI�.S
<br /> �N� STRUCT�IRA�. ENGINEER INDICATES ON�.Y TNAT CNFQRMATI(JN PRES�NTED 14, CONNECTI�N� SHOWN FIE�D WELDED MAY BE FIEL� BOLTED AT 4PTION OF REPc�RT. T
<br /> CONFORMS �E�IERA�.LY WITN C{�NTRACT �O�UMENTS. G�NTRACT(�R OR 8. D�WELS ��TWE�N FOOTINGS AND WAL�S {�R COLUMNS �NAL�. BE TNE �AME GRAD�, �ABRICATdR. SUBMlT PR�P�SED CONDITION T� �TR�JCTURAL EN�INEER F�}R REVIEW .
<br /> SUPP�IER MAINTAINS FULI., RESPC�NSIBILITY FOR SPECCFI�D PERFQ�MA�ICE. �IZE AN� SPACING AS TNE VERTICAL REINFQRCING, RESPECTIVE�Y, U�ILESS PRI�R TQ SUBMIS�ION OF SH�P DRAWINGS AND FA�RICATION. 4. TNE CONTRACT�R SHAI.L, PRIOR TD BEGINNING GRA�IN� A�IQ FOUNDATI��I .
<br /> OTHERWISE NflTED. EXCAVAT1t�N WORK, READ TNE SQILS REPQRT. IF TFfE �ONTRA�TOR, DURI�IG TNE
<br /> 4. CONTRACT�R MAY US� AN ADMIXTUR� SYSTEM TO PR�QUCE FLflWAB�.E CONCRETE� 15. BEAMS A�D GIRDERS SHALL. NQT SUPPORT PIPING LARGER THAN 10" DIAMETER C�URSE 0� SITE WC}RK, DISCaVER� ANY SQIL CONDITION THAT IS NOT C{��1SI�TENT
<br /> MAXIC�EJM SL.UMP SNALL NQT EXCEED 8 IN�NES MEASURED AT THE 9. P�OVfD� �4 x 2,_Q„ DlAGONA�. BAR AT A�� R�ENTRAI�T CORN�RS �� CQNCRETE WITHOUT TNE REVIEW (�F THE STRI�CTIJRAL ENGI�E�R OF R�CQRD. WITH 1�N� S01LS REPORT, NE SHALI� IMMEDIATE�Y NOTIFY THE AR�HITECT AND
<br /> PUMP. TNE WATER�CEMENTIOUS #�AT�€�IAL RATIO C}F THE APPROVED MIXES SIABS ��1 GRADE AND SLABS ON METAL. �ECK. ENGINEER.
<br /> SHALL BE MAINTAlNED OR L.flWERE� WHEN F��WAB�.E Cc�N�R�TE IS USED. A 16. TENSION CONTROL BOLTS MAY BE SUBSTITt�T�D F{�R THE B(�LTS SP�CIFIED IN TNESE
<br /> REPRESENTATIVE OF TNE ADMlXTU�E SYSTEM SHA�.� ASSIST I� �ETERMINING 10. �C7 BARS PA�TIALLY EMBEDDED IN NARDENED CC�N�RETE SNA�� B� FIELD BENT PLANS AT THE DISCRETION �F TNE CONTRACTOR. ASTM F1852 TC BQLTS MAY BE 5. GON�RACTt�R S�IALL BRACE OR PROTECT AL� BUILDING AN� PIT WAI..LS B��OW GRADE
<br /> PftC�PORTIONS FOR FL.OWAB�.E CONCRET� AND SHAI��. BE REVIEWED BY TNE �l��.ESS SPECIFICALLY SO DETAILED AND REVIEWE� BY THE 5TR�1CT�1ftAL.. ENGINEER. SUBSTIT�JTED F�t�R ASTM A325 B��TS AND A�TM F2280 TC 80LTS MAY BE FROM U�,TERAL �QADS UNTiL A�ACNING ��OORS ARE COMP�ETE�.Y IN PLACE AND .
<br /> STRUCTl1RAL ENGINEER Af�D ARCNITECT PRIOR TO EMPI�OYING THIS PROCE4URE. SlJBSTITUT�D FOR A�TM A490. HAVE AT�AINED FUI�L DESfGN ST��NGTFl. CC�NTRACTUR SNA�.�.. PROV(DE FQR TF-IE "
<br /> r
<br /> SEE PROJECT SPE�IFICATIONS FOR ADDITIONA� REQUiREMEN�S. 11 . WELDING C?F REINFORCEMENT SHALL CC}NFORM TO TNE 2005 EDITI(�N C}F AWS �� .�I- DESIGN, PERMITS AND 1NS�ALLATI01� OF SUCH BRACING. RETAI�IING WALLS SNA�� T
<br /> "STRUCT�RAL WE��fNG CODE - REINFflRC1NG STE�L". WELDED CC}�NECTIONS NOT 17. A�-49, A193 G�AD� B7, QR F1554 GRADE 105 TNREADED R{�D SHALL BE USED NAVE ATTAINED FULL DE�IGN STRE�IGTN PRIOR Ta BEI�J� BACKFIL�EC}, �
<br /> 5. T�E FO�L�WI�G M{NIMI�M CONCRETE �OVER SHA�� BE PROVI�ED FOR SPE�IFIED aN THE PIANS SHA�� �� Sl1BMI�E� F4R RE�lIEW AND APPRQVA�. SY TNE WHERE �NRU BO�T LENGTN DOES NQT A��C�W �OR STANDARD A325 Bf��TS. PR(�VIDE �
<br /> REINFORCEMENT PLACED IN CAST-IN--PL�CE CONC�ETE: STRU�TIJRA� �NGlNEER. ASTM A563 NUTS WITH MAT�I-IED WASHERS AT BOTH E#�D�. 6. �{�N�RACTOR SNA�.� PROVIDE FOR DE-WATERING OF EXCAVATIC}NS FROM SIJ�FA��
<br /> WATER, GROU�D WATER OR SEEPAG�.
<br /> A. CC7NGRETE �AST AGAINST ANE� PERMANENTLY �2. R�INFORCING TC} BE WE�DED �FIALL C�NFORM TO A�TM A-706. BARS CONF{��MING 18. tJSE DQ�J��E �IUTS �R SCNGLE NUT AND PEENED TNREADS 1�T B�LTED CO�INECTIONS
<br /> EXP{��ED T� EART�: 3" TO AS�M A-615 MAY BE SUBSTIT�JTED PROVI�ED TI�AT DOCUM�NTATION IS SUBMITCED WITH LONG SL{JT NOLES. 7� CONTRACTOR SHAL� PRC�VIDE FC}R �HE DESIGN A�I� I�ISTALLATI(7N (�F ALL CRIBBING,
<br /> TO TNE STRUCTURA� ENGINEER F{�R REVIEW SNOWIN� T�1AT THE BARS FUL�Y SHEATNIN� AND SHORING REQUIRED T{� SAFELY RETAIN ALL EARTH �ANKS.
<br /> B. C�NCR�TE EXPOSED TO EARTF4 OR WEATHEF�: CONFC}RM TC} TNE W��.DABI�ITY REQUIREMENTS C�F AWS D1 .4� 1�. WHERE SPECIF�IE�, GALVA�II�ED STEEL SHA�� CONFaRM TC� ASTM A123 WITH MINIMkJM
<br /> �� THR�UGN �18 BARS 2" COATI�G TNICKNESS �RADE 60. VENT HQLES ARE TNE RESPONSIBCLITY OF THE >>:.
<br /> �5 BAR, W�� OR D31 WIRE, AND SMA�L�R 1 1 f 2" 13. RE�NFQRCEMENT SHALL BE SECURELY TIED IN PtACE PRIOR Tt� THE PLACEMENT C�F CQNTRACTOR ANQ SNAL� BE INDICATED ON THE SNQP DRAWIN�S. �
<br /> CONCRETE OR GRO�JT. C�}NCRETE REINFORCEMENT �F SMALL BE �ECIJRED 1�1
<br /> C. C(�NCR�T� N(�T EXPQSED TO WEATHER OR 1I� CONFt��MANCE iNITFI ACI-318 SE�TIC}N 7.5. MASt7NRY REINFORCEMENT SHALL BE �,
<br /> CONTACT WITN GROU�ID: SECURED IN CaNFt�RMAI�C� W11�N ACI-350.1 S�CTI��I 3.4.
<br /> BEAMS, CO�UMNS: 1 �f 2"
<br /> SLABS, WAC.�.�, JQISTS: 14. RE�NFORCING STEEL PRQJECTING FROM TNE CONCRETE QR MASONRY AND
<br /> �14 AND �18 BARS 1 ��2" CON�ECTlN� DIRECTI�Y TO STRUCTURAL STEE� WNER� DIMENSCOI�A� CONTRQL. IS
<br /> �11 BARS AND 5MA�LER 3/4" CRITICA� OR WHERE SPECIFICA��Y NOTED ON THE PLAN �NALL BE TREATED AS AN
<br /> SNE��S, �OLDED PLATE MEMBERS: ANCNflR ROD AND �NA�.I.. C�N�QRM TO TH� TQ�EftAN�E� SPEC)FIED IN �ECTION 7'.5
<br /> �6 BAR A�� I.ARGER 3��„ aF AIS� 3�3-05 °'CODE OF STANDARD PRACTIC� FOR STEEL B111E..DlNG� ANa ;-;
<br /> 5 BAR W31 OR D3� WIRE AND SMA�LER 1 2" BRIDGES". ��, �''I��,�
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