A.GENERAL REQUIREMENTS C.STRUCTURAL STEEL
<br /> 1 DEIGN AND CONSTRUCTIONOFT-IS PROJECT IS GOV ERNED BY THE INTERNATIONAL BUILDING CODE HEREAFTER R:-ERRED TO AS THE IBC. 1 STEEL DESIGNANDCONSTRUCTIONSHALLCONFORMTOTH-AISCSPECIACAiiONFORSTRUCURALSTEELBLIDINGSUSINGALOWABLE
<br /> STRESS DESIGN(ASC(,INCLUDING THESTEEL CONSTRUCTION MANUAL,SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS,
<br /> 2 REFER TO THE PROJECT S°ECIACAiCNS ISSUED AS'AR'OF THE CCNiRACTCOCUMENTS FOR INFORMATION SLPPLEMENTALTOTHESE CODE OF STANDARD PRACTICE FOR STEEL BUI'_DINGS AND BRIDGES,AWSD.i,AND THE PROIECTSPECIFICATIONS
<br /> DRANINGS
<br /> 2 STRUCTURAL STEEL SHALL COMPLY WITH THE FOLLOWING ASTM MATERIAL SPECIFICATIONS
<br /> 3 THESE DRAWINGS HAVE 3EEN PREPARED US NG STANDARDS OF PROFESSIONAL CARE AND COMPLEi'_NESS NORMALLY EXERCISED UNDER
<br /> SIMILAR CIRCUMSTANCES 3'REPUTAELE ENGINEERS IN THIS OR SIMILAR LOCALMS THEY ASSUME THAT THE WORK DEPICTED NIL BE A HOLLOW STRUC-URALSECIONS HSS ASCO GRACE B
<br /> PERFORMED BY AN EXPERIENCED CONTRACTOR WHO HAS A WORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND B ELATES AND OTHER SHAPE' A36
<br /> REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE AS NOT EVERY CONDITION OR ELEMENT IS,OR CAN BE EKPUCRY C MACHINE OR COMMON BOLTS A307,GRADE A
<br /> SHOWN ON THESE DRANINGS,THE CONTRACTOR SHALL USE ACCEP-ED STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NO- NUTS A563,'HEX NUT
<br /> SHOWN WASHERS RW4
<br /> D ANCHOR BOLTS AND RODS. Fi554,GRADE 36
<br /> 4 -HESEDRAWINGSREPRESEVTTlEAP.L EDSTRCCTURE ThEfDO NOT NDICPIE THE METHOD OFCONSTRJC110N CONTRACTOR SHALL BE NUTS) A563,HFA11HEKNUT
<br /> SOLELY RESPONSIBLE FOR CONS RJCTIO I MEANS,ME HOD.,tECHNIQUES,SEQUENCES,PROCEDURES,LAGGING,SHORING,BRACING, WASHERS F436
<br /> FOR'A-'NORKETCASREQUREDFORTHEPROTECTIONOFL'FEANDPROPERTYDURINGCONSTRUCTION.CONSTRUCTIONMATERIALSSPALLBE E. CORROSION RESISTANCE STEEL A588,GRADE 50
<br /> UNIFORMLY SPREAD`1ER SUPFOFTS SUCH THAT DESIGN LIVE LOADS SPECIFIED RERAN ARE NOT EXC=EDED
<br /> 3 PAIN"INGCFSTR,CTL'RALSTELSHALLCCNFORMiOTHESPECiFICATIONFORSTRUCTURALSTEELPAINT
<br /> 5 DESIGN OF NON-PRIMARY STRUCTURAL REVENTS,SLCH AS STXRS,RAJUNG,NON-STRUCTURAL WALLS AND PREFABRICATEDSTRUC-URPL
<br /> MEP,iB-RS,ETC 15 TO BE PROVIDED B'O-HERS ANDSJBVITTED FOR APPROVALAS A DEFERRED SUBMITTAL AS REQUIRED IN THESE NOTE, 4 CONNECTIONS SHALL BEASFOLLOWS
<br /> A1, SHOP CONIECTIV6 SHALL BE V,.-l-DED AS INDICATED IN THESE DRAWINGS OR IN ACCORDANCEW17-1 THEM]NIYUMALl ETWELDSEE
<br /> 6 CONTRACTOR SHALLVERIFYA!_CIiN'ENSICNS ELEVATIONS,AND SITECONDPIONS PRIOR TOTI'E START OF CONSTRUCTION AND RESOLVE ANY CONFCRVINGTOASC TALE J24
<br /> DISCREPANOES61THTHEENGUEER ANY OVISSION OR CONFUCT BETMEEN THE VARIOUS ELEMENTS OF TLE WORKING DRA NINGS AND,OR A2 FIELD CONNECTIONS JOINT TYPE SHALL BE S`NG-iGHTENED(ST),UNLESS NOTED OTHERAISE,USING HIGH SRENGTH BOLTS WITH THREADS
<br /> SPEOFICATIONS SHALL BE BROUGhT TO THE ATTENTION 0=THE ENGINEER BEFOR'E'PROCEEDiNG WI-H ANY WORK SO AFFECTED INCLUDED IN HE SHEAR"PLANE,
<br /> 4.21 PARD"LNED WASHERS SHALL BE USED UNDER THE NUT AT STANDARD HOLS
<br /> 4 CONTRACTOR SHALL EE SOLELY RESPONSIBLE FDq COP+=ORMtING i0 ALL OANEk,LGCAL,STATE.AND FEDERAL SAF f AND HEALTH 4.2 2 HPRDENED WASHERS SHALL BE USED TO COMPLETELY COVER OVERSIZED OR SLOTTED HOLES IN CUTER PLIES,
<br /> STANDARDS,LA'NS,AND REGLIATIOtS.
<br /> 5 FASRICA"OR SHALL FLRNL-11 ALL FIELD BOLTS,TEMPORARY SOLIS,AND ANCPORSREOJIRED FOP CONIPLEEERE-PON
<br /> 5 NO STRUCTURAL CHANGES ORS STTLiIONSSHA.LLBEMPDEINTHEFIELDFPOMNEAPPROVEDCONSTRCTIONDOCUMENTSUNLESSMl N
<br /> A=FROVALO�SJCHCH,ANGESORSU3STUlONSISOrAINEDFROMTdEENGINEER IF CHANGES ARE MADE WITHOUT WRITTEN APPROVAL D MEMBRANE
<br /> SUCHCHANGES,A',ON'GWITHAN'ADC•FTONALCOSTSRE?ARSANDCOORCI`A.TIONYiFHOTHERAFFcCTEDFE%iSSHALLBE'NELEGALPND 1 RUBaERMEM1'BRA\EiO9EP.CONTEECHPLY_0,NPLLSDEENDE<PLILSi000 VIA WITH A118'-CP AND BOTTOM COVERNADEOFNEO'RENE
<br /> FINANCIAL RES?ONSIBIUTY Q�THE CONTRACTOR API)SLBCONTRACTORS IN'V OL✓ED RUBBER GSE ONE CON iNUOUS 4tif,1BRANE Nffd A VULCANCED SPLICE
<br /> B.SUBMITTALS E. BASIS FOR DESIGN
<br /> I. CONTRACTOR SHPLSUBP,1(•SRO°CRA'Nh,GSTO THE ENGINEER FOR ilREVIEW
<br /> GOVERNING BLUCING DE 201518C
<br /> 2 SHOT DRANINGS CREATED FROM REPRODUCBONS OF NESE DRANINGS WILL BE REECTED.
<br /> 3 ALL SHOP DRAV,INGS SUBMITT ED TO THE ENGINEER FOR REVIEN SHALL BE S-ARPED AND SIGNED Bf THE CONTRACTOR INDICATING THAT HE
<br /> HAS FOUND THEM TO BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND THAT PROPER PROVISION HAS BEEN MADE TO
<br /> ACCCM%.ODATE ALL ABUTING'WORK FABRICATION SHALL NOT BEGIN UNTIL THE CONTRACTOR HAS RECEIVED SHOT DRANINGS THAT HAVE
<br /> BEEN RP/IEWED ANC A PPRO`/ED B°THE ENGB,EER
<br /> A STRUCTURAL SHOP DRAWING SUBMITTALS REQURED
<br /> STRUCTURAL STEEL
<br /> RUBBERMEMBFANE
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