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BUI�.DIf�G �ODE MAXIMUM SIZE OF AGGREGATE SNALL BE AS LISTE� BEI��W. MAXIMIJM FLY ASH MECHANICAL ANCHQRS BE A TWQ—BOLT CC}NNECTiaN USING 7 f 8—INCH—DIAMETER A325 BO�TS IN SINGLE
<br /> AS A PERCENTAGE �F TaTAL WE�GNT �F CEMEI��fITIQUS MATERIAL SHAL� BE �HEAR. AL� HIGH—STRENGTH Bt�LTS SFiALL BE INSTALLED, TIGNTENED, AND `
<br /> ALL Ct�NSTR�ICTIQN SHALL BE IN AGCORDANCE WITN TNE Bl1fLDING CODE. THE 30 PERCENT, FLY ASH SNA�.� BE C�.ASS C QR �LASS F, MEET{NG ASTM C618 ACCEPTAB(..E MECNA�IICAl� ANGNC�RS SNALL BE AS FOLLOVdS: HILTI "KWfK BOLT INSPECTED iN ACCORDANCE WITH THE AISC SPECIFICATIQN FC�R STRUCTURAL ��z¢
<br /> PUBLICATIONS �ISTED BEL�}W ARE THE GOVER�ING CODES AND STANDAR�S AN� REQUIREMENTS. WATERf CEMEN� RATIO SHALL BE BASEC� ON 1�{�TAL CEMENTITIOUS TZ" CAR�ON AND STAINLE�S STEE� EXPANSIQN ANCNOR �ICC—E� ESR-1917}, JOkNTS tJSING ASTM A325 OR A490 B�LTS. TNE CRITERIA F�R S�IP—GRITICAL
<br /> ARE REFERENCED BY TNEIR BASIC DESlG�3ATI�N. {N THE CASE 4F CO�JF�I�TlNG M�TERlAL, INCLIJdING F�Y ASN AND flTNER PQZZOLANIC MATERIALS, ,3 �� CONNECTIOfVS SHAL� APPLY TQ A�.L C�JNNECTI�7NS UNLESS NOTED OTMERWISE AS
<br /> REQUIREMENTS, TH� BUI��ING C�DE SNALL �OVERN. S(MP�ON ST�QNG—TIE STR��IG--BO�.T WED�E ANCHOR (ICC—ES ESR-1771), �R
<br /> APPRQVED AL�TERNATIVE WITH A CURRENT ICC—ES REPORT IN�ICATiNG TNAT THE SNUG--TIGNT. B�LTS IN CONNEGT(ONS OF BEAM--T�J—BEAM f GIRaER MAY 8E SNUG �
<br /> THE GONTRACTOR S�IALL DETERMINE SLIJMP. EACN CQNCRETE MIX �UBMITTED ANCNOR IS PERMITTED FQR RESl�TING �EISMIC �OADS IN CRACKED CQNCRETE. TIGNT, UNLESS SPE�lF{CALLY CALLED OUT AS SLIP CRITICAL {SC}. WNERE
<br /> APP�ICABLE C�DES ANQ STANDARDS SHA�L NAVE THE SLUMP SPECIFIE�. SLl�MP SNALL BE MEASURED AT THE �ONNECTIONS ARE NOTED AS SN�G—TIGNT, TNE CgNTRACTt�R MAY fNSTALL PER
<br /> DISCHARGE QF TNE TRUCK, IF CONCRETE IS PUMPED, SLUMP SHAL� BE U��.ESS NOTED aTNERWlSE flN THE DRAWING�, MINIMUM EFF�ECTIV� AN�NQR THE CRITERiA F(�R SN�1G—TIGNT S��TS. SLIP—�RITICAL G�NNECTI(�NS SHALL
<br /> BUI�DlNG CODE INTERNATIflNAL BUILDING GQDE (IB�}, 2Q12 MEASURED AT THE DISCHARGE E�UD OF TNE PUMP �IN�. S�UMPS SFiA�.L BE EMBEDMENT DEPTN SHALL BE 6.5 ANCNOR DIAMETERS, MINIMUM DISTANCE TO THE USE LC}AD IN�ICATQR WASNERS OR TENSlQN C��1TRC1L BOLTS. ALL ASTM A307
<br /> EDITItJfJ {IM11CLl�DING TNE Cl1�`l OF EVERETT WITHIN +1 INCH AND —2 lNCNES OF TNE 5PEGIFIEQ ��UMP. NEqREST CONCRETE EQGE SHALL BE 12 ANCHOR DIAMETERS, AND MINIMI�M ANCHOR BOLTS SNALL BE PROViDED WITH LaCK WASNERS U�1DER NUTS OR SELF—LOCKIN�
<br /> BUI��ING C�DE AMENDMENTS) SPACiNG SHALL BE 8 ANCNOR DlAMETERS. NUTS. A�L BfJLT NQLES SNA�L BE STANDARD �IZE I�NLESS N�TED OTNERWISE. :-
<br /> THE USE OF SIJPER PLASTICIZERS AND WATER REQIJCERS IS ALLC�WED, BUT NOT .;�'.
<br /> REQl11RED. ALL ADM(XTIJRES SFIALL BE GH�ORIQE FREE UNLESS OTNERWISE �
<br /> A�I 318 AMERICAN C�I�CREfE INSTITU�CE, "BUILDiNG CQDE STAINLESS STEEL ANCNQRS SNALL �� 11SED AT A�� EXTERIOR LOCATIONS AND
<br /> REQlJIREMENT� F(�R 5TRUCTURAI� C�N�RE�E,,' APPROVED BY THE ENGINEER. WHERE SPEClFICALLY INDICATED QN TNE DRAWINGS. NO STEEL REINFOR�EMENT TNE C�NTRACTOR SHALL BE RESPONSIBI.E FC7R AL�. EftECTI0h1 AIDS THAT INCLIJDE,
<br /> 2011 EDiTIQN SHAL� BE CUT T� INSTALL ANCHORS. DEFECTIVE OR ABAND�NEQ N�LES SNA�L BUT ARE NnT �1MITED T0, ERE�TION AN��ES, LIFT N��.ES, AND OTHER AIDS. :
<br /> GON�RETE M1X SPEGIFICATI�N TAB�E BE �ILLED WITN NON—SHRINK GROUT �R AN INJECTABLE ADH�SIVE MATCNING TNE
<br /> ADJACENT C(�NCRETE C�MPRESSIVE STRENGTN. NOTIFY TNE STRUCTURAL WNERE STRUCTURAL STEE� IS LOCATED OUTSIDE TFIE BIJI�..DING ENVEL.C�PE,
<br /> ACI 53� AMERICAN CONCRETE INSTITUTE, „BUIL�ING CODE f'c TEST MAX AIR MAX STR�CTURA� STEEL SHALL BE GALVANIZED.
<br /> ftEQUIREMENTS Ft�R MASQNRY STRkJCTURES,,, ENG(NEER OF DEFECTIVE �R ABANDONED HO�ES IN WALLS AND CQ�UMNS. TN�SE
<br /> 20i 1 EDlTION MI�1 AGE �1 f G CONTENT AGGREGATE ELEMENTS MAY REQUIRE NON---SHftINK GROUT WITH A COMPRES�IVE MODULUS OF STftl1�TURA� STEE� WE�DIN�
<br /> LC}CATIQN (PS!} {DAYS} RATIO PERCENT SIZE ELASTICI1Y MATCI-IING �TNAT aF THE A�JACENT CONCRETE.
<br /> RC�C RESEARCH COUNClL t�N STRUGTURAL CONNECTIONS, ADHESIVE ANCHC�RS STRUGTURAL STEEL SHOP DRAWINGS SNALL SH�W AL.L �ELDIN� WfTH AWS A2,4 �';�=
<br /> „SPECIFIGATIaN FOR STRUCT�JRAL JQINTS IJ�WG MISCELLANEOkJS 4,��0 2$ 0.5Q 4.5 1 '$ SYMBOLS. AL.L WELDING SHAL� BE DONE BY AWS V�ABO WASNINGTQN
<br /> NIGN—STRENGTH BOLTS,,' 2009 EDITIQN CQ�ICRETE, Cl1R�S, f { �:�;"
<br /> SIDEWA�KS AGCEPTABLE ADNESIVE (EFOkY) AN�HORS SNAL� BE AS F�LLQWS: HILTi ASS�}�IATIaN �F BUILDI�IG �FFICIAL.S} CERTIFI�D WEL�ERS AND IN ACCQRDANCE
<br /> "NIT—RE 5�0—SD" ADHESIVE ANCNOR (ICC—ES ESR-2322�, SIMP50N STRONG—TIE WITN AW� D1 .� . WELDS SNO1Nf� ON TNE DRAWINGS ARE TNE MlNIMUM SIZES.
<br /> AIS� 341 AMERICAN INSTiTUTE OF STEEL CONSTRUCTION, iNCREASE WELU SIZE T� AWS MINIMIJM SIZE� BASED C�N PLATE TNICKNESS.
<br /> "SElSM1C PROVISIQNS FOR STRUCTURA� ST�E� REINFORCING STEE�. „SET—XP" ADHESIVE ANCHOR {�CC—ES ESR-2508}, OR APPROVED ALTERNATIVE ' . y
<br /> WITN A CURR��IT ICC—ES REPORT INDICATING THAT THE ANCH(�ft IS PERMfTTED TNE MINIMUM WE�D SIZE SHAL� B� 3/16 1NCH, FIELD WELDING SYMBOLS HA�1E
<br /> B U I L D I N G S," 2�1 0 E D I T i O N A�� RElNFORCING SNA�L BE NEW BI�LET STOCK ASTM A615 GRAdE 6�, UN�ESS FOR RESISTING SEISMIC LOADS IN CRACKED C�NCREfE, UN�ESS �OTED NOT NECE�SARII�Y BEE�i INDICATED QN THE DRAWINGS. WHERE SHOWN, PROPER
<br /> NOTED QTNERWlSE. �ARS SNA�.L BE SECUR�LY TIED IN PLACE WITH 16 OTHERWISE ANCN4RS SNALL BE ASTM A36 TNREAaED ROa QR ASTM A615 FIELD WELD{NG F'ER AWS D1 .1 SHAL� BE USED. WNERE NO FIELD WEL�ING
<br /> AISC 360 AMERICAN INST�T�1T� OF �TEE� C�NSTRUCTI�N, � _ � ,
<br /> "SPECIFICATION FOR STRUGTURAL STE�L D�}UBLE—ANNEALED IRt}�! �V1RE. BAR5 SHA�L BE SUPP�RTED ON ACCEPTABLE GRADE 60 RElNFORCIN� STEE� DOWELS. SYMB4I..S ARE SNOWN, IT IS TNE C4NTRACTOR S RE�PO�SSIBILITY TQ CC?aRDINATE
<br /> GNAIRS. RE(NFORClNG STEEL SHALL �E DETAI�ED IN A�CQRDANCE WI�H TNE THE USE OF SNOP AND FIELD WE�.DS. ALL PARTIAL JOINT PENETRATI�N GROOVE
<br /> �UILDIh�GS," 201 Q ED1TlON AGf "MANUA� ClF STANDARD PRACTICE FQR DETAILING OF REINFORCED CQ�CRETE 11NLESS NC�TED OTHERWISE aN TNE QRAWINGS, MINIMUM EFFECTIVE ANCHOR WELD SIZES SHOWN QN THE DRAWIN�S REFER TO EFFECTiV� TNROAT TNICKNE�S. .;:�:;
<br /> STRUCTURES." THE CQNTRACTOR SHAL� CQORDINATE REINFQRCING STEEL EMBEDMENT DEPTH SNAL� BE 6.5 ANCNOR DIAMETERS, MlNIMUM DISTANCE T4 THE A�-�- �N��-�� �HALL BE MADE USING LOW MYDROGEN ELECTRQ�E� WITN MINIMUM .tRf:
<br /> AISI 5100 AMERICAN IRON A�1D STEEL INSTITUTE, NEAREST CQNCRETE �DG� SNA�L BE � ANCN�R DIAMETERS, AND MlNIMUM ANCHOR TENSILE STREN�TH PER AW� D1 .1 MINIM�M 70 KSI LOW HYDROGEN SMAW .::`
<br /> "NORTH AM�RI�AN SPECIFI�ATION FOR TH� PLACEMENT DETAI�.S AND PRC�VIDE TEMPI�TES FOR PLACIN� STEEL 1N C�NGESTED SpACING SNALL BE 6 ANCHOR QIAMETERS. E�.ECTRUDES SNALL BE USED WITNIN 4 NOURS {�F OPENING TNEIR HERMETICAL�.Y .
<br /> DESIGN �F CC}LD—FORMED STEEL STRUCT�IRAL AREAS AS NECESSARY. SHOP DRAWINGS {INCLUDING PLACING PLANS AI�D S�ALEQ C�NTAINER�, �R �NALL. BE RE�RIED PER AWS [�1 .1 , SE�TION 4.�.
<br /> MEMBERS,,, 2�07 EDITION, lNCLUDING E�EVATIC�NS� SNALL BE SUBMiTTED TQ, AND REVIEWED BY, �HE HO�..ES SNALL BE DRI�LED WITN ROTARY IMPACT NAMMEft flR EQUIVALENT ME�NQ� �LECTRQDES SNALL BE REQftIED NO MORE TNAN tJNE �fIME, AND ELECTRODES THAT ;
<br /> SUPPLEMENT N{�.1 DATED 201C} AR�HITECT�ENGINEER BEFQRE STARTING FA�RICAT{�N. TO PRODUCE A H�}LE WITN A ROUGH IN�IDE SURFACE. GOR� DRI��ING H4LES 15 HAVE BEEN WET SHALL NOT BE USE�.
<br /> �OT PERMIT�ED. NO REINFORC�NG SNALL BE CUT �0 INSTALI� ADHESIVE
<br /> ASCE 7 AME�IGAN SE�CIETY OF GIVI�. ENGINEERS, REINFQRCING BARS SNALL BE LAP SPLICED FOR TENSIUN �LSB� 11NLE�S NC�TED ANCNOftS. THE TWQ—PART ADHESIVE SHALL BE MIXED, A�P�lED, AI�D ClJRED !N ALL WELDING SHAL�.. BE PERF�}RMED IN STRICT ADHERENCE TO A WRITTEN
<br /> "MINIMl1M DE�IGN l�4ADS FOR 8�11�DINGS AND �TNERWISE �N TNE DR�WINGS. STRICT ACCORDANCE WITN TNE MANUFACTURER'S PUB�I�HED INSTALLATI0�1 WELDING PRO�EDURE SPECIFICATION {WPS� P�R AWS D1 .1. AL� WE�DING
<br /> QTNER STRUCTURES," 2�}10 EDITIQN INSTRUCTIONS 1N TNE (CC—ES REPORT. AI�L PLACEMENT AND C�JRING SHAL� B� PARAMETERS �NALL BE WITNIN TNE ELECTRQDE MANUFACTURER'S
<br /> MINIMUM �AST—IN—PLACE CQNCRETE CQVER OVER REINFC}RCING STEEL, UNLE5S CQNDUCTED WI�CN CQNCRET� Af�D AIR TEMPERATURES ABQVE 5Q DEGREES RE�OMMENDATIQNS. WE�DING PR�C�DURES SHA�.L BE SUBMITfED Ta THE OWNER'S ";
<br /> ASCE �1 AMERICAN SQCIETY QF CIVI� ENGINEERS, NQTE� dTNERWISE, SNA�� BE AS FO��t�WS: FAHRENNEIT. ADN�SIVE �HALL BE APPLIED ONLY TO CLEAN, DRY C�7NCRETE. TESTING AGENCY FOR REVIEW BEFORE STAR�CING FABRICATION �ft ERECTION. �
<br /> "SEISMIC RENABI�ITATIQN OF E�15TING � . �p►����E CAST AGAINST AND PERMANENTLY EXPOS�D T� EARTH: POSITIVE PRC}TE�TIQN SHA�L BE PRO�I�DED 50 THAT ANCN�RS ARE NOT CQPIES QF TNE WPS SHALL BE (�N SIT� AND AVAILABLE TO ALL WELDERS AND 't '
<br /> BUIL�INGS,,, 20Q6 EDITION, INCLUDING D1STURBED DURING TNE Cl1RING PERIOD. DEFECTIVE OR ABAND�NE� HO�ES THE SPECIAL INSPECTOR.
<br /> �UPPLEMENT NC7. 1 AL� SIZES: 3 INCNES M T�HI NG THE �D AGENT CO�RET�E OMPRE�SIVE�STRENGTN�L�NOTIFY 'TNE ALL ��MPL.�E JC�INT PENETRATION WELDS SHAL� BE ULTRASONICAL�Y TESTED .
<br /> ASTM AMERI�fiN SC}C1ETY FOR TESTI�IG AND MA�ERlALS STRUCTURAL ENG!►�EER 4F QEFE�TIV� OR ABANDONED NOLES IN V�A��S AND UPt7N COMP�ETION C7F THE CQNNECTIC�N, EXCEPT PLATE LESS THAN OR E�UAL T�
<br /> (ASTM 1NTERNATIONAL} 2. CONCRETE EXF'�SEQ TC} EARTH OR WEATNER: CO�.UMN�. TI�ESE ELEMENTS MAY REQUIRE NON—SNR1Nl� �ROIJT W1TN A 1 f 4 INCH THIGK SNA��. BE MAGNETIC PART{CLE TEST�D. REDUCTION IN
<br /> CUMPRESSIVE MODULI�S QF E�..fiSTIG1TY MATCHlNG TNAT OF 1"NE ADJACENT TESTING MAY BE MADE IN AC�ORDANCE WITH TNE BIJILDING CtJDE WITN APPROVAL
<br /> AWS A2.4 AMERICAN WE�DING SO�IETY, „STANDARD SYMBOLS �� BAR OR SMALLER; 1 1/2 INCNES CC}NCRETE. (�F TNE ENGlNEER,
<br /> FOR WELDING, BRAZING, AND NON—DESTRUCTIVE �6 BAR QR LARGER: 2 I�ICMES
<br /> NONSNRINK �ROIJT �OR BASE PLATES SLEEVES AND EMBEDDED STEEL TNE CONTRACTOft 5HALL BE RESPQN�IBLE FOR TN� JQIN�f PREPARATIONS AND
<br /> EVAE..UATI(?N", 2Q07 EDITI�N �. �}-���� �pN���-��: WELDING PROCEDURES Tk-IAT 1NCLUDE BUT ARE N4T LI TE
<br /> , MI D TQ. RE(�111RED .
<br /> GROkJT SNA�L BE AN APPROVED NONSNRINK CEMENTITIaUS �RQl3T CONTAINlNG ROaT tJPENINGS, RQQT FACE DIMENSIONS, GRQOVE ANGLES, BA�KI�IG BARS,
<br /> AWS D1 .1 AMERICAl� WELDING SQCIE7Y, „STRUCTURAL WALLS — INTERIOR FACE: �/4 INCN NATURAL AGGREGATES DE�IVERE� TQ TNE JOB SITE IN FACTQRY PREPACKAGED COPES, SURFACE ROU�HNESS 1/ALUES, AND TAPERS AND TRANSITIONS QF �NEQ�IAL
<br /> WELDING CaDE — STEEI�, 20�0 E��TION �{�NTAINE�S REQUIRIN� ON�'Y THE AaDITION aF WATER. THE MINlMUM 28—[�AY PARTS. •
<br /> CONSTRUCTIQN JOlNTS CQMPRESSIVE STRENGTH SHAL� BE AT L,EAST 1 ,000 PSI HIGN�R TNAN TNE
<br /> AWS D1 .3 AMERICAN WELDING SC}CIETY, "STRUCTURAL S�IPPORTING C(7NCRETE STRENGTH, IJNL�SS N�7TED UTNERWISE. GRQIJT SNA�L BE
<br /> �VELDING CDDE — SH�ET �TEE�,,, 2008 EDITION ALL GONSTR�GTION JOINTS IN NtAL.LS S�AL� BE KEYED IN ACCORDANCE WITN TNE MIXED, APP�IED, AND CIJRED STRICT�Y !N ACCORDANCE WITH TNE
<br /> TYPICAL CONSTRUCTIQN J�INT DETAILS 5NOWN ON TH� STR�ICTURA� DRAWINGS MANUFACTURER'S PRINTED INSTRUCTI�NS. F�R GROUTING UNDER BASE PLATES,
<br /> AWS D1 .4 AMERICAN WELDING SC�CIETY, "STRUCTURA� OR, AT TNE �ONTRACTQR'S QPTI�N, SFIALL BE IC�TENTIO�IALLY RC?UGNENE[� (N GRaUT SNAL� BE PROPQRTI�7NED AS A FLOWABLE MIX. WH�N A FLC�WABLE M(?(
<br /> WELDING CODE -- REINFO�CING STEEL," ACCORDANGE WITH THE F���OWING: TNE SIJRFACE OF ftOUGHENED J�INTS SNALL DQES NOT PRQVIDE THE REQUIREL� STRENGTH OR WNEN A MINIMUM STRENGTN OF�
<br /> 2007 EDITIQN BE SAND B�A,STE� OR RC7UGNENED WITN A CNIPPING HAMMER TQ EXPQSE THE 1 E},OQO PSI IS REQUIREQ, AN EP�XY GR(�UT SHALL BE USED. ;:�`..
<br /> Y:
<br /> AGGREGATE EMBEDDED IN THE PR�VIOUS POUR. TME EXPOSED AGGREGATE SHAL�. •
<br /> AWS Q1 .8 AMERIGAN WE�DlNG SC}�IETY, „ST�UCT�RAL PROTRUDE A MINIMUM OF 1/4 IN�H. A�L SURFACES t�F CONSTRUCTI�}N JQINTS �TRUCTURAL STEE�
<br /> WELDING CQDE — �E{SMIC SUPPLEMENT,,, SHAL� BE C�EANEd AND LAITANCE REMt�VE�, IMMEDIATELY BEFORE NEW .
<br /> 2Q0� EDITIUN �UNCRETE IS PLACED, ALL CQNSTRUCTION J�INTS SHAL� BE WETTED AND ALL STEEL SNALL CONFURM TO THE FQ�LQWIN�; y
<br /> STANDING WATER REMOVED.
<br /> 1CC INTE�NATIONAL CODE C{�UNGIL, INT�RNATI�NAL W—SHAPES ASTM A992, Fy=SQ KSI
<br /> A�� CQNSTREJCTION, CONTR�L, AND ISO�.ATl�N JOlNTS FQR SLABS UN �RADE ASTM A913, Fy=S� �CSI
<br /> CODE COl1NCIL — EVALUA710N SERVICES {ICC—ES) SHA�.L 8E IN ACCORDANCE WITH 7NE TYPICAL �I�B 0�1 GRADE QETAELS. THE
<br /> CC7NCRETE CONTRACTQ� SNALL SUBMIT THE PROPOSEQ �OCATION5 C�F �ONSTRUCTIQN J�INTS A�L AN�LES AND �HANNEL.S ASTM A3�, Fy=36 KSI
<br /> TQ THE Ef�GlhiEER FQR ACG�PTAi�CE BEFORE STARTING CQNSTRUCTION. �JNLESS NQTED QTHERWISE -
<br /> MIXING, BATCN(NG, TRANSPQRTIN�, P�.ACING, AND �URING C�F ALL CON�R�TE, A�ICNQRAG� TO HAR�ENED CONCRETE SQUARE QR REGTANGULAR ASTM A�00, GRADE B,
<br /> AN� SELECTION QF CONCRETE MATERIA�.S, SHALL G�N�QRM TU ACi 301 , ST�UCTl1�AL T�BE {NSS� Fy=46 KSI
<br /> „SPECIFICATIUN FOR �TRUCT�RAL �ONG�ETE FOR B111�DINGS,>, EX�EPT AS NOTED ANCN�JRAGE TO NARDENED CONCRETE SHA�L INCLk�DE MECNANICAL AND AD�-IESIVE •
<br /> BELOW. PROPQRTIONS OF AGGREGATE TO �EMENTITIOUS PASTE SNA�C.. BE SUCN ANCNORS OF SIZE, NUMBER, AND SPA�ING AS SHOWN C}N THE DRAWINGS. H�LES MATERIA� CALLEQ OUT �N ASTM A3�, Fy=36 KSl "
<br /> AS TU P�t�DU�E A DENSE, WORKABLE MIX TMAT CAN BE PLACED WITHOUT SHALL BE DRILLE[} AN� CLEANED AND ANCNORS SHALL BE IN�TAL�ED I� STRICT PLANS AS (A36}
<br /> SEGREGATION Q� EXCESS �REE SURFACE 1NATER. ACGC}RDANCE WITN TNE MANUFACTURER'S PUBLISNED INSTRUCTI�NS AND AN
<br /> A�L CONCRETE �SE� IN NQRIZONTAL SURFACES EXPOSED TO THE WEATNER SNALL APPROVED ICC—ES REP�RT. INSPECTIQN AND TESTING SNA�L BE PRC}VIDED 1�1 A�L QT1�ER STEEL I�NLES� ASTM A572, Fy=S�} KSI
<br /> CQI�TAIN AN ACCEPTAB�E ADMIXTURE T� PRC7DUCE A{R—ENTRAINED �ONGRETE WITH ACCORDANC� W1TN THE �ENERA�. NOTES AND THE APPROVED 1��—ES REPC�RT. NOTED �THERYVISE ASTM A588, Fy=SQ K51
<br /> TOTAL AIR CO�ITENT AS �IOTED fN THE ��NCRETE MIX SPECiF1CATI0N TABLE. ASTM A44�, F�r=50 KSI
<br /> WHERE A �PECIFIC TYPE OF ANCNQRAGE IS SPECIFIE� ON THE DRAWINGS, .`�
<br /> �QLERANCE FOR AIR CONTENT SNALL BE +f—3 PERCENT. A�R CONTENT 5FIALL BE SUB�TIT�JTI�N FOR A aIFFERENT TYPE 0� ANCNQRAGE {INCLU�ING S�18STITl1TING AL�. WQRK SHA�� BE IN ACC�RDANC� WITH TF-�E AISC SPECIFiCATION. SHOP i
<br /> M�ASURE� AT TNE DiSCNARGE OF TNE TRUCI�. IF CON�RETE IS P�MPED, AIR DRAWINGS SHALL BE SI�BM(TTE� AND REVIEWED BY TNE ARCHITECT
<br /> �ONTENT SHA�� BE MEAS�lRED AT THE DISCHARGE END OF THE PUMP �INE. F{�R CAST—IN—PLAGE ANCHC}RAGE� 5NAL� NOT BE PERMITT�D WITHOUT PRIC�� JENG�NE�ft
<br /> TESTS FQR AIR GONTENT SHALL MEET ASTM C172 REQ�IR�MENTS. WRI�ITEN APPRQVAL. BEFORE �OMMENG{�G FAB�ICATI�N. ALL STEE� ANCNQR� AND �IES AND OTNER F
<br /> MEMBERS EMB�DDED If� CQNCRETE �R MASONRY SHALL BE I..EFT IJNPAINTED. .
<br /> MIX DESIGNS �I�TEQ BELQW SHALL BE SIJBMI�ED TO THE ARCHlTE�T AND
<br /> APPR�VED PRIOR Td USE. SEL.ECTION OF CONGRETE M�X PROPORTIONS SNALL BE TNE �ElSMIC I��AD—RESISTING SYSTEM (�LR�} INGLUDES A(�.L STRU�TURAL STEE�
<br /> IN ACCORDANCE WITN ACI 301. MIX PR�PORTIONS SHAL� MEET OR EXCE�D TNE FRAM�N� MEMB�RS �A��.�D QUT IN ELEVATIONS AND MEM�ERS C��I..Ea �7UT IN
<br /> �EQUIREMEI�TS LISTE� BELOV� FOR THE �OCATI��S NOTED. THE MORE STRINGE�IT PLAN AS SUCN.
<br /> OF TNE ftEQl11REMEN7S LISTED SNALL GOVER�I. STEE� BEAMS ARE EQIJALLY SPACED BETWEEN DIMENSI�N PQINTS AT TN� MAXIMUM I�,7�V1_. F�I�► ����/I �T �
<br /> � QE�K SPAN �OCATION UNLESS NC}TED OTNERWISE. MINIMUM CONNECTIONS SHAL�. �11�.A�'.arN�S SON �� st�,��r�i-�cEY��e�,��n���� �
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