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GENERAL NOTES: 2a GENERA`65ubcaxrRAprORSBNAupBEBFAWIEB3mEELMETALLopwxpn63FDRAUDABIE STRUCTURAL STEEL NOTES: SYMBOLS AND ABBREVIATIONS
<br /> TRAY DE 00WNSAHD ALL OTHER()GRUMHIE GOWNS(WHERE APPLICABLE).PUSTIODP TIER
<br /> L. gAWIH08ARE NOT TO BE SCALED.WRITTEN DI VERSIONS TARE PREClDEN..TH*BEIOP SHALLNOT BE PERMITTEDFOR USE ON GJENIPROJECT&RECOMMENDED MANUFACTURE SHALL 1 AO AM CONDITION.. MAX MAMMWA
<br /> DODUNENTSIB NTENOBESCAED TO LUSEDFORNAOAMMAN0PURP08ESGE/IC:LY.GES8N0TE0 BE:PANWRCORP.METAL LOCKING TIES MODEL NO.KTwSW UNOERSENIE&604(CREWAI} I. SHOPWRAWOGS KR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR AO ABOVE GRAOELEVEL MEW MECHANICAL
<br /> OTHERWISE.THE GENERAL CONTRACTORS SCOPE OF WORK SHALL INCLUDE FURNISHING ALL PANOMR PRODUCT DISTRIBUTED BYTRIARCOPTACOM0.WA RETEW PRIOR TOPABP.,ATM. APPRO% RpRODATELY MF METAL �..FV atal
<br /> MANUFACTURE
<br /> MATERIALPROECT�SDESCMBEOINIHEORAWINOSµDROWxEa*3PREHBE N SBµARY TOCOMPIETE DESIGN CRITERIA: i. ST./CD/PM STEEL DESIGN,FABRICATION ANO ERECTION(INCLUDING FIELD WELDING,HIGH BLDG BUILDwo MMflGB MNIMR ER
<br /> STRENGTH FEND BOLTING EXPµ W SICH BUTS AND THREADED EXPANSION ANCH9)SHALL BE BIK Bum.. UR
<br /> SASE°ON THE Al.SI.ORRJS.CATION FOR THE DESIDNFABRICAT.G AND ELECTION OF B.O. BBOTT OF MSC MISCELLANEOUS
<br /> 2. PMGITO THE SUBMISSION OFNOLCONTRACTOS.TOLVED SHALL VSITTHE J.SGETo THE SIRUCTURALCEN0NOFTHI STATET43INACCGL.wSEWITH.22016NTERNATIONAL SUPERvam B.B.S. STEEL -✓ Your world.Delivered.
<br /> CONTRACTORS
<br /> THEMSELVES WITHAL/CONDITIONS AFFECTING;THE PROPOSEDMOGIECT. BUILDING COOS WITH WASHINGTON STATE BUILD.°WOE AMEOEMEBIS(2.6 IBC) MN Nis ISO CHAPTER AQUAUFED TEOTINOAGENCY4E61WATEG BY THECON0ULTAM. NOT AFPOCASIE
<br /> CONTRACTORS SHALL VISIT TIE CCHBNUCTNN SITE WAN THE CWBTUCTIOMCG!RACE THE CONSULTANTSALL BE FURNISHED PITNA COPY CF ALL NSPECToN REPORTSANGIE3T CAR CEIUNB Mc NOT.CONTACT
<br /> OOCUMENTSTOVERSFYRELD COMMONS AND COFIRM TKO TIE PROECT...LSE 9r81Gryry BIDS RESULTS CAR CLEAR N.S. NEARMSE
<br /> ACCOM%1SBW AS MOWN.PRIOR TO PROCEED.°WIN CONSTRUCTION.ANY ERRORS. DESGRMTA FOR THE CM OF EVERETT.WN CPU CONCRETE MASONRY UNIT NTb NOT TO SCALE
<br /> OMISSIONS.OR DNCREPANCESSHLL BE BROLINT TO THE ATTENTION OFTIE 3. STRUCTURAL STEEL WALL CONFORM TO THE FOLLOWING REQUIREMENT. CONIC CONCRETE =PLANS PREPARED BY:
<br /> ARCNTECTENG.EER VERBALLY AND N WRNNO. -ROOF SNOW LOAD 261n1 CONBT CONSTRUCTION GG ..CENTER
<br /> TYPEOFMEMBER CO.T CONTNUWS 00. OUTSIDE MANGIER 3. ^
<br /> TNB ARCHITECTLENOINEERS HAVE MADE EVERY EFFORT TO NT FORTH IN THE CONSTRUCTION MIRK RAMC WINOBPEED S6 MPH(3 SEC OUST) OM OVERHEAD ��I KOfw/e AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF K CONTM A CTCRS BIDDING THE JOB WIDE
<br /> FUNGE SHAPE AEON'LNG F260281 SOL DOUBLE �E
<br /> AREHEVERTHELFSS CAUTIONED THAT MINOR SIMMONS OR ERRORS IN THE DRAVANOS AND OR •1WNO EXPOSURE B B. OTHER SHAPE PLATES/NORCO AVM AD,Fy30NISI DNO DNMUER PLOS PLACES -
<br /> PE A
<br /> FIGTON9 SHALLNOT EXCUSE BID CONTACTOR FROM COMPLLTINGTNE PROJECIAND C. PIPE OL s ASTM F236 KSI DIAL DIAGONAL L FLY PLYWOOD
<br /> OVEMENTSWACCORNCE WITH THE INTENT OF THESE DOCUMENTS.THE BIDDER Mal. CODE COMPLIANCE: D. STRuCTAST...AIN.TUBING ASTM ACM F2MN& pN DOWN PROD PROJECT Ma WOCONVBLEAEOMOND RD NE.SUITED°
<br /> BEAR TICE RESPONSIBILITY.NOTIFY..IN WWTNG)THE MCHITECTENONTPR ppm, E. ANCHOR BOLTS AMA ANT °ET DETAIL PROP PROPERTY OOON°LLE WA.Eon
<br /> CONFIJOTS. OR OW89ONS PRIOR TO SUBIBSMO.OF CCHTACTTY0PROPCSAL IN THE F. CONNECT...BOLTS ASTM NM DWG MAIMING POUNDS PER SPARE FOOT WPRONE aMAD.1TY
<br /> VENT CF DISCREPPI.IESTHECONTACTORSBALLPRICETHENCRECOSTLYW EXTENNVF M.V.RRAN0 PATER.....SE PERFORMEOANSWBTNLED NAOCg5ANCE WI.TOD01 POUNDS PER 6WME INCH
<br /> WORK UNLESS DIRECTED OTHERWBE ORHENT EDITIONS CF THE FOLLOWING CODES AS ADWTEOBYTIE LOAL coveRNNOAUTHgUTIES A NLMATERAL TORE NOT gPPEO GALVANISE&AFTER FABRIAnOIJ PER Al2At23.b1a EA EACH PT PRESSURE TREATED WWw.CGRHERSTONEEHCACOM
<br /> NODSHG IN THESE PLANS PTO BE CONSTRUCTED TO FERNY WOO°NOT COFCRNNG TO TESE El E0EVAMN
<br /> THE CONTRACTOR S SUPERVISENN DIRECT PROTECT DESCRIBED.THE CONTRACT OGLES & W WELDING SHALBE IN CFORLAANCE WITH AM!.AND AWSSTANOAROS AND.ALL BE ELE0 ELECTORAL RFD RADIUS =PROJECT INFO
<br /> DE :
<br /> A HALL DOCUMENTS. E CONTACTOR SHALL BE SOLELY RESPONSIBLE FOR µI CONSTRUCTION PERFORMED BY WAGO.CERTIFIED WELDERS VB.G E°%%ELECTRODE&ONLY PREGUALIFED EQ EQUAL REG REQUIRED
<br /> MEAN&METHODS.TECHNFIESBBWBNCES,ANO PROCEDURES FOP COORDINATING ALL BUILDINGAWELUNG CODE 241E lac(STATE BUILDING CCOE.WAG CHAPTER 6141) WELDS(AS DEFINES BY AWO)OHALL BE USED.WELDING GRADE 00 REINFORCING BARS OF EQUIP EQIPMENT RM ROOM
<br /> PORTIONS CIF THON THE WORK UNDER E CTACT. 0161RC(STATEOVILDIN°CWE.WAC CHAPTER 01.) REQUIRE...a BE PERFORMED USING LOW HYDRO:.M ELECTRODES WELDING OF GRADE M E.W. EACH WAY Ro ROUGH OPENING SN17
<br /> STRUCTURAL CODE 20101130 BUILDING COOS WAC CHAPTER 01E0) BAR
<br /> S RS OFDQUIRE)SHALL BE PERFORMED USING ETD ELECTRODES.WELDING E EMEMOR
<br /> S. THE CONTRACTOL SHALLINBTµL ALL EQUIPMENT AND MATEM UG µ1ACCORO TO MECHANICAL CODE 16!C MUTE BURWINO COOS WAG CHAPTER ODD) WITHIN a'.COLD BENDS IN REINFORCING STEEL*NOT PERMITTED.SEE REINFORCING NOTE 3CH SCHEDUIE
<br /> MANUFACTUERENENDORSSPECIFICATIONSUNLESSNOTEDONERWTBEORWHERELOCAL ELECTRIALCODE 2017NE0(DEPT.OPUBCR6INLISTRES WAG CRAFTER 3MM8) FOR MATERLLREWREMENTSOF WELDED BARS. FFIN LOW FINISH NT SID SHEET
<br /> Sal SIMILAR EASTMONT
<br /> CCOESOR ORDINANCES TAKE PRECEDENCE FIRE/LIFE SAFETY CCOE 201E IFC(STATE BALDINOCODE.WACCA HU
<br /> PTER6I
<br /> oN
<br /> O. µ0WCHN PERFORMED ON THE PROJECT AND MATER..INSTAuEDSALLBE.3TRICT FAGUTVISUNMNNEB AND NoTFCR HUMAN HABITATION HµOICAFP90 ACCESS REM/RENENTBARE B. CME0.f.RMWSTEIDE FRµ1NG SECTRSRoPERT SHALL BE CFTXESN50.PE0000ANBd0E0 SIEFLOP. FIR FAR SIDE
<br /> SFEC SQUAR FOOT
<br /> ACCORDANCE WITH ALLAPMICABLE 000E®OAGMS AND ORDINANCES COMTACIOP NOT REQUIRED IN ACCORDANCE MD ONE 2016 IBC BNLONGOOSE. UWSHALLC CONFORM
<br /> M3.H PROPENIIES!CDFORD.AlECODF COLD-F RATE FT F00 20 SQUARE SST
<br /> FTEEL TSH TURALMORMTSTHEAISJ.30ECFIATKNFWTIE OESOXOPHbIDFORMED STAINLESS STEEL 960819TX AVENUE SE
<br /> SHALL ONE ORDERS
<br /> OF ANY POS IC AUTH RITVGI UYJSORONWCESROES2TRPEOIONSµp 9TEEL8TRUCTUALMEMBER6: STEEL
<br /> UWFUCALAND OF ANY )O AL CODES
<br /> ODE.BEARING
<br /> ONDIE PERFORMANCE
<br /> CE of DIE WORK, CONCRETE NOTES: 00 GAUGE rro STANDARD EVE OMISH COU
<br /> 208
<br /> AND LOCAL AND STATE AMISgCTKKUL COOEBBENUNGONtXE PFAiORMµOaREWORK ). 3OLTEDCOTWOOL&SHALE NalED.GTT•EASrMA326BOLT41WpA)µ05HLLLAVEA LV VRALED TO T STANDARD SNOHOMISH COUNTY
<br /> CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WUH ACI SIG .MUM.M'OBOLTS UMESSNOTEDOTREPWI9E. GMG GENERAL QFT SQUARE FOOT
<br /> T. GENERAL CONTACTOR SHALL PROVIOG AT THE PROJECT SITE,A FULL SET O CONSTRUCTION 1. ALL • M N SO PI DOCUMENTS UPDATED WINTHE LATEST REVISIONS ANOACDENDA CR CLARFICATNNS FOR USE I. NONOTMUCTUAL CWNECTICS FOR STEEL GRATING MAY MEOW DA A*TMAS0l BOTS G BD GYPSUM WALL BOARD SLOP SUBPE SQUARE IN.
<br /> ISSUED FOR:
<br /> BY ALL PERSONNEL1NVWVED WITH THE PROJECT.THIS SET ISA VAUD CONTACT DOCUMENT - C---T OSTHE
<br /> BENOED,ATOPWTIONEp.............ACCIXIDAN... UNLESS NOTED OTHERWISE.
<br /> ONLY F THE DM SHEET IS STAMPED TORCWSTRUCTNNPANS EACHBBOCESS.E SHEET BEARScHAILTER MEAt61BC.8TRENGTI18 AT 20 AYSANDMNGRIlERA91NLLBEA4
<br /> TNEAROIIIECT98IO.EOWETBTAMP. FaL�S' ALL STEEL WW°SHALL BE PALMED.ACCORDANCE VWTNTA DESIMOCONBNUCIION IRS HORIZONTAL TRH
<br /> THICK
<br /> CONSTRUCTION
<br /> THE STNUCNRALCONPONENTBOP ADLAaNTCONSfRYCTCIWFACMIESARENOTTOOS TYPE OF CONSTRUCTION 30 AY STRENGS WN MTNI UM CEMENT S SPE.IGTCH AN)INAGCOPOANCE WITH ASTM AMMLEeSNOTED OTHERWISE. HT HEIGHT DING TINNED
<br /> • .VAC HEATING VENTILATION T.O. TOP.
<br /> ALTERED.'TH*COSTRUCTIO.PROJECT UNLESS NOTED OTHERWISE. RN RATIO VECOV Vµ0 1Q ALL WELDSTO BE MP FILLET UNLESS NOTED OTHERWISE. AA CONDIl10NN0 T.o.B TOP a STEEL _REV::DATE:-ISSUED FOR: BYE_
<br /> DP TYPICAL
<br /> B. SEAEALL PENETRATIONS THROUGH FIREAATED AREAS WITH U.L UBTED OR FIRE MARSHALL 11.TOUCHUP ALL FIELD DRILUNG AND WELDING WTH 2 COATS OF ALVADMIZNC RICH PAINT)CR I INSNE DIAMETER
<br /> APPROVEDTERU W LLBIF APPLICABLE TO THIS FAMILY AND PROJECT SITE A.TIABBCH DUDE ;600 PM s0.M bACNB
<br /> A APPROVED EWAL. INN INCH LINO UNLESS NOTED OTHERWISE
<br /> OPPN081AB9 INFO INFORMATION
<br /> IG.CONTACTOR TO PROVIDE APWTABLE FIRE EXTINGUISHER OTT RAM OF NOT LEGS THAN CONCRETE PIERS MISUI INSULATION VERT 00 CAI. ADD TUNA RE XRX
<br /> MW2.AtOBC WHIN TO FEET TRAVEL DISTANCE TOEL PORTIONS OF PIOECTAREA pURWO TOWER/POLE NOTES: BR INTERIOR LF. VERIFYIi- Q7 02.1949 ANTENNA RETROFIT DMO
<br /> CONSTRUCTION. ALL STRUCTURAL COKCP TE 0.0p0 PSI s0M 01R SACKS MC INTERNATIONAL BUILDING CODE
<br /> EXCEPT WALLS 1. VERIF.ATIONTATTIE PROPOSED TOWERPOLE CAN SUPPORT THE PROPOSED ANTENNA DO WON
<br /> 11.CONTACTORSNµL MAKE NECESSARY PRC ISIONS TOPROTECT DUSTING IMPROVEMENTS LADING IS TO SE DOE BY OTHERS. WS POUNDS TVA WITHOUT A 10.12.18 FINAL JRS
<br /> EASEMENTS,PAYING.CURB.ETC.WRING WN SNCTICH UPONO a COMPLETION WORK C.C.NCRSTE WALLS 0.000 PS 20a3 01D SAWS O OP OP WATER
<br /> CONTRACTOR
<br /> NULL REPAIR ANY DAMAGE THAT MAY HAVE ODWRRED DUE TOCONsTRUCTON CEMENT ASTNCt60•PWlLM9CfMEMTYPEFUN.O. L PROVIDE SUp0005TSFNT 00000*NA COAX MOLES TO THE ELEVATION OF A IN..A D
<br /> ON OR MOM THE PROPER', CLRUREµTExNA3.ANTENACAX OABLES ARE TOBE SUPPoRTEOAM RESTRAINED AT TM OS1S18 PRELIMINARY DMO
<br /> D.CORACTORSILMLKEEP OENERµWWKAREACIEANAND HALTED FREE WRNG 2. THE(SEDERALCOXTACTW WALLSUPERVISE AROSE RESPONSIBLE FOR THE METAG3µp ENTERSSAATEIOIHENARUFACNRER'B SAFETY
<br /> CONBTRUCnON AND DISPOSEOFAll CRT,DEBRIS µD RUBBISH OFFMTE.CONTRACTORBHALL PROCEDURES OF CONCRETE PUCEMISNT. ABBREVIATED ROOFTOP SAFETY PROCEDURES @ PUTE _ cHAN-IMNFENOE DRAWN BY:=CHK: ARV.:
<br /> REMOVE EQUIP/PERTNOT SPEGIFED AS RE MNNNG ON THE PROPERTY OR PREMISES.SITE SHALL - - CA.UH°FENCE WU BARS WIRE
<br /> BEIEPi INOLGNCMDITON AND FREE FROM PANT SPOTS,pUST.MSIAUMEB.ANY NATURE. A ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATERED.Be ARGO/TAINEDWITHµ % CENTERLINE - L MAO I MONO LI MONO
<br /> MENTRAININL AGENT CONFORMING TO ASTM OM,Caw,..&COWµD C101T.TOTAL AR (WHEN APPLICABLE): v D TELEPHONE
<br /> 015 FENCE
<br /> 1&THE GENERAL CONTACTOR SHALL RECEIVE WRITTEN AUTNWRATON TO PROCEED WITH
<br /> CONTENT SHALL BE IN ACCORDANCE W1TXAd 316 E) EK8TIN0 POWEPR NA CURRENT ISSUE DATE:
<br /> AS PER'ACOVENT PREVENTION PRODRµf-BY PERMISSION OF WRENCWSTRucnotoINC.-
<br /> CONSTRUCTION PRIOR TOSTARTNO WOW.µY GEM NOT CLEARLY DEFINED BY THE REINFORCING TOADMM16 INCLUDING RIPPIFJ.ENi81),GPAOE00. 05NEVN t DETNL NUMBER P P
<br /> CON6TRUGTIONDRAWINGS.ONTRACTDOCUMENT& ® MEET NUMBER GROUND DIRE 02-19-19
<br /> 0. o-60.000 PSI.EXCEPTION&ANYSARS SPECIFICALLY WROTE)ON THE DRAMNG6 SHALL BE -LON-CMG.CABLE
<br /> to TIE CONTRACTOR 9Nµ.PERFMMYIORItDURMGOwNERB PREFERREOIGVR6TOAVOD GRADE as N-a0.000 PSI.GRADE00 REINFORCBG SUDS NOATED ON ORAWWGS TORE WELDED F PROTECTION METHODSANOEWPMENT
<br /> DISTURBMONORMµ BUSINESS LL CONFORM TOALITNTCOE REINFWGNO COMPLY/OD WITHAM ABIRSIIMAY BE WELDED ROOF TOP INSTNAATOMS -LDENSURE
<br /> ONLY F PATER.PROPERTY)5 TIEINO.,ATN0002FCRMANCE WITH WELDING PROCEDURES
<br /> 16.TIE CONTRACTOR 9HALLPROVDE TIECUENT PROPER NSURANCEaNTFICATES NAMING SPECIFIED.A.W.S.D1a ARE SUSMIREM 1 FOP WORK BELNGNERFORMED WITHIN 25.AN UNPROTECTED ROOF FOBE,TNE CONSTRUCTIM SPECIAL INSPECTIONS:
<br /> WENT AS AWRNNAL INSURED.AxO CLIENT PROOF OF LICENSES)µD PE SPo!ROMANCE SIFFAWSW SHMLOESIOATEATPAME08AFEtt MONITOR TOOBBERTE THE MOVEMENTS AND
<br /> E. REINFORCING STEEL SHALL BE DETAILS°(INCLUDING HOO(SANO BENDS)IN ACCORDANCE WITH AGTWInert 0 OF THE CCHBTRUCTIWWOPIER6. SPECIAL INSPECTIONS IN ACCORDANCE WITH 2O16 IBC SECTION 1704,CO •t+..-
<br /> CONTACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND CCONNATM ALLR*PECTIONS A.9t6 µ03te UPALLCONTINUOUB RRNFORCEMENTPT LEAST 30BAR DIAMETERSWA B '
<br /> PAINIMUM a PUG PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERBECTONS.UP A100FEOS,FI)OR WARN CONSTRUCTION WORKERS a HAZARDS RE.,SACKING UP TGNARC
<br /> t).CAUTION!CALL BEFMEYWDIGI BURIEOUTERIESEXIST.TE AREA µDUFIUttNF.IMATON xER BARBAT LEASTSOBµ DAMETERSg2AMIMMUMOFS-0'.UPADMCENTMAT6O AROOF EDGE,ETC.)OR UNSAFE ACTxaTIEB.THE SAFETY MWRCA Mug,BE ON THE SMIE ROOF SOILS/GEOTECHNICAL
<br /> SHOWN MAY NOTES COMPLETE CONTACT THE WE-GLLUTLITYLOGATEBERWCEAMINMUMOG LOSS WIRE FABR.AMINIMUMOB'AT@OESMDENOS 2 AND WITXINNWµANp VERBALg3TµCE OFTNECON6TRUCTION WORKERS. �$HORING INSTALLATION AND MONITORING N, �
<br /> 48 HOURS PRIOR TO CONSTRUCTION.OMB% °OBSERVE AND MONITOR EXCAVATION
<br /> a WELDED WIRB FABRIC SHALL CONFORM TOABIM NUM. CONSTRUCTION INVOLVPG WORKERS TO APPROACH WITHIN V OR LESS OF AN WPROTECIED °VERIFY SOIL BEARING �'1L7'./•"
<br /> 10.ODNIPACTW TODOCUMENT ALL WORN PERFOPIEO A'RNPGTOOMPHSANOSUBMR TOCIIFMROOF EDGE.REWIRES WOOERS TO USE SAFETY UNE. PE BEARING .
<br /> ALONG WITH KWHFD CONBTRUCTTONSET. .,,,,,,,...,c.c...,,,...,,,..,,,,,,,YIRE CONFORLBNGTOA3IMAN)0' °HNYyl0.00D .SUBSURFACE DRAINAGE PLACEMENT
<br /> T PSI. a. SAFETY LINE SHALL BE MNIMUMSP DAMETER NYLON.°ATHA..ANAL TENSILE STRENGTH OF °VERIFY FILL MATERIAL AND COMPACTION
<br /> N.C WTRP.CTOR TO DOCUMENT ALL CHARMS TN0110T°HELD PINAR..uP(RED..G T.1E �SLS& .VERIFY CONDITIONS AS(AUGER
<br /> CAS PATER
<br /> APPROVED CONSTRUCTION SET µD SUBMITTING THE REDUNEDSET TOTHE DENT UPON S. NO BAGS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALOM FIELD BENT UNLESS .PILE PLACEMENT(AUGER CAST/DRIVEN PRE)
<br /> COMPLETION SPEGRCALLY SO DETAILED OR APPROVED MITRE CONSULTANT. & SAFETIu.SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER a THE STRUCTURE. °OTHER -JURISDICTIONAL APPROVAL:
<br /> 20,I0000LLOCAT.NSITES CCNTACTIOWERO0NERREPRESENTATVEFWPA0T.FATNNIBBID 10 CONCRETE PROTECTION(COVER)FOO REINFORCING STEELNULLBE ASFOLQVS: 6. SAFETY UM LENGTH SHALL SE SET ALUM.°CONSTRUCTION WORKER TO REA..E00E OF
<br /> ALx ROOF...Nor BEYOND. REINFORCED CONCRETE:
<br /> -CONCRETE CAST AGAVE,ADD PERMANENTLY EXPOSED TOEARTX 3• °REINFORCING STEEL AND CONCRETE PLACEMENT
<br /> 21.GENERAL CONTRACTOR*TO COORDNATE ALL MYERO*TALLGIONLWTM FINER COMPANYAR T. 9AFEtt BEITSSHµLBEWWNBYALLGON9IRUCTIM vE FULLP. °PRESTRESSED(SPECTII'CONCRETE FABRICATION AND ERECTION
<br /> REQUIRED.CONTRACTOR TOREPORT POWER INSTAWT.N COOINAIiOUSOURNBI.TO 'CONCRETE EXPOSED TOEARTHW WEATHER
<br /> NEIWORKCAPRIERREPRESEMTATVE.PROJEC�CON3TNLIClIOXAAOEP AMMONITE-CT. PIL BARS OR LARGER( S M��LY AFETYNSPECTCH AND MAINTENANCE a THE FALLPROTECI.N EQAPMExTStu. °BATCH PLANT INSPECTION
<br /> IE SASS OR 6LIALLEA) I/! E SAFETY COMMITTEE REPRESENTATIVES NOLVONQ OSHOTCREIE
<br /> 00 ANT SUBSTITUTIONS a MATERNLBµDAM 100PMENT,MUST BE APPROVED BYCIENT . E NO
<br /> T EXPOSED TO WEATHER ORAL CONTACT WIN GROUND INSPECTION.00N W STRUOTI AREA FOR HAZM0$ °GROUTING
<br /> CONSTRUCTION MANAGER. °OTHER
<br /> .(BONS,WALLsµD JCISTB)HMI BARS AND SMALLER) Oa' USE OF AN.SPECTION CHECKLIST
<br /> 23.IN THE CABE OF ROOFTOP SOUTICNS FOR EQUIPMENT µDIMµTENNA FAMES WHERE (BEAMS,COL...SW TEARY REINFORCEMENT,TIE(5.STIRRUPS.SPIRALS) 111' INTERWEIMNO COWORKERS REGARDING SAFETY CONCERNS STRUCTURAL STEEL:
<br /> PENETRATION OF EXISTING ROOFING MATERIALS.000&TIE GENERAL CONTRACTOR NULL REPORTING AND DODUMENTMGµYHAWIA
<br /> COW0INATE WITH BUILDNOOWNER µD WLDNOAOCFNGCCHIRACTW ORECMDFOP It.BARS SHALL SE SUPPORTED MICH/ORS OR 00131E BRICKS. REPORTING HITARDS TO THE AFETY COMMITTEE FOR CONSIOERATM °FABRICATION AND SHOP WELDS PROPRIETARY INFORMATION:
<br /> COORDINATE,PATCH,LDINR MANYAUMELD.°R OFINGTO ROOF.AND OF THE WORK FOR
<br /> POSTING RESULTS.INSPECTION ANDANT ACTION TAKEN °ERECTION AND FIELD WELDS AND BOLTING
<br /> OUARANTEEU UNDER THE ROOM°OGNIMOTGR8WMMNTY FOR MOISTURE PENETAT.NOR 12.......T000NFCIMTOASTM ASW. RE.MNNTATNE OREMEWOONE*OWN WORK AREA BY ANOTHER ODWORNERSAFET °OTHER OAu.s MCNEg ANOAD...TRACTOR MUSTCPAFPY
<br /> AND OTHER FUTURE BREAM OPTCOFINQ INTEGRITY. RFPRE6ENTATNE ALLDMENBIOXSNOCC.u4BECWSULTANT8.ANY
<br /> 1 NR.K MINT BALL BE FUMNWEO VAN APPROVED NANUFACNRER...SHALL BE ERRORBANDOJISSIONS µEPREWW3*SIES.THI
<br /> M MECASEOPR0OPIOPSOLVIIONB WITH THEINSTAllµIOH.AH}BNHASNTHH.CONCEALEO MXEDAKDPUCFO N STRICT ACCORDANCE DYNODE MANRACTUER9 PUBLISHED REFER TO ROOFTOP WORN AREA SAFETY PROTOCOL ORAWIMGARE SIBERSEDED.'TIE LATEST DEMO/
<br /> 20.WITH
<br /> )BUPPONT FPµ£BOPIMPODSTIEOFNEPALCOTRACTORBHALLODWD.ATE RECOAMENATKKN.GROUT STENGTH SHALL BE AT LEAST EQUAL TOTBE MATERAL ON MICH ATIONALAs60GATNM.TOWERERECTW6ID00FUBLIGnCH STRUCTURAL ALUMINUM: THE INFMNATCHCCHTAbEDINTI*SET OF DOCUMENTS
<br /> NTHEFRPUPPRTFRAMHOT ORTOENSHE GENRALCNALFlUSHRGIDBMMEATNOON T*PUCE.(S000 PR M.6,KIN). °FABRICATION AND SHOP WELDS IS M:PR /NY BY NATURE.ANY USE OR DISCLOSURE
<br /> WITH THE RP DESIGNATEDEXICATO TOENSURE THAT
<br /> TO ONE
<br /> EL ATERLLLSTIXTWESANO REFERENCED OSHA REOIMTIONNTµARDS SHALOM M.O.D.TOWER ERECTORS °ERECTION AND FIELD WELDS AND BOLTING OTHER nw.mu(IS RELATED TO AMED WENDS
<br /> COLOR&THE CONTRACTOR SHALL FURTHERMORE ENSURE TOLE MECO CWNTERBUNK W
<br /> 1a.ALL EXPANSIONEXPANSIONANCHWSTO6E HKTI BRAND.ACHESNEµCNMSREWRE TESTING To EWIPMENTINSTALLERSANDTOWERROOP TOP CCHTRACRORSISUBCO.iACTWS °OTHER STR.RYPRCHIBRHI.
<br /> ABTENERB IN µLFRPCONSiRUCTM.VMENPNOTO3IMLMTONBARE PRODDED. CFIRMCAPAGITT µ UNLESS WAIVED BY!MONGER. 20 CFR t020.600-SCOPE,APPLICATON. DDEFM .S N
<br /> CONTACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INMATES IN 20 CFR 10Z&N1-DULL TO HAVE PROTECT!.
<br /> SYSTEMS PROTECTION DRAWINOTRLE:
<br /> PHOTO SIMULATIONS.SHOP[ARRO°SHALL BE PROVIDED TO THE GENERMCONTACTpp, 10.R1.O,6 •FALL PROTECTICH SYBTEMBCPNFAIAANDPPAClIOEB STRUCTURAL MASONRY:
<br /> CONSTRUCTION COORDINATOR,AND ARCHITECT PUNT TO FABRICATION AND CON 10IL00M. °CONTINUOUS GENERAL NOTES
<br /> 25.IN THE CASE OF ROOFTOP SOUTCHSFW EQUIPMENT 04AO NAB1FNAFGDESWMFRE CALL TWO WORKING DAYS °PERIODIC
<br /> ANCHORING TO A CONCRETE ROOF SUB IS REWIRE°.CONTRACTORS SHALL CONFIRM(PRIOR TO BEFORE YOUOIq °OTHER
<br /> L
<br /> 9UBWTTNotlqORT W1TXCONSLULTWGCCH81NUCfIM COORDINATOR AND ARGHRECTTHE 811 OTHER NONE REQUIRED DRAWING NUMBER:
<br /> PRESENCE CF P TENDON TENDONS V TIHM THE ROOF SUB-RESULTING FROMµ
<br /> ODOOMENTEB DEMON CHANGE IN THE ENSTINO BOLONG'A1EUAT°RA W ING SET•HAVING
<br /> INDICATEDµ ORIGINAL DEVON SOLUTION.REINFORCED CONCRETE W/EMBMM STEEL ///��� I I
<br /> N TN!EVERY pOST TENSION SLAB SOLUTION S MERRY,CONDUCTOR SHALL INCLUDE NATIONAL UTLRES UNDERGROUND LOCATE G-1 1
<br /> PNOVIOSIMS FOR PROCEDURE&(INCLUDED M BO)FOR ALL PENETRATION AREAS WHERE ANCHORING TO CONCRETE:
<br /> A NNG OCCURS ,.
<br /> BOLTS INSTALLED IN CONCRETE
<br /> r�OST-INSTALLATION ADHESIVE ANCHORS //L�
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