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<br /> 28_GENERAL&SU8CUN7RACTORSSHAIlUSESTAiN1.ESS5TEEi.METALLOCKINGilESFORALI.CABIE SYMDOLS AND ADBREVIAf IOIVS
<br /> ., GENERAi.�iOTES: �ay„Eoowr,SANo,uion�ERc��Er�,�n�nowNS�vr�,�APaucns��za,as„�z�a„�s STRUC7URAL STEEL NOTES: _
<br /> SMALI NOT 8E PERMf71'Eb FOR lfSE ON CUENT PRQ�CTS.RECOMRBENOED MANt3FACTI;RE SWAiI A/C AiH CONOITIOtdtNG MAX MAXIMUM � .
<br />� 1.� ORAWINGSARE NOT TO BE SCAI.ED,WRITiEN DIMENSIONS TAKE?RECEOENCE.THISSET OF ,BEc PANDUtT CARP.METAlLOC10NGflESMODEL NO.ML74S�GP LINDER SERIES-SD4{OR EQUAI.} .�. SHOP DRAWINGS FOR STRUCTURAL S7EEL SHALL BE SUBMITTED TO THE CONSULTANT FOR � AGL ABOVE GRADE LEVEL MECH MECHANICAL
<br /> DOCUMENTSISINTENDEDTOBEUSEDFORDIAGRAMMATICPURPOSESONLY,ONIESSNOTEO ---� ��PANDUITPRODOC7D15TR19UTEDBVTRIARCOFTACOMA,WA. REVIEWP0.10RTOFABR(CATON. APPROX APPROXIWATELV MA METAI � �- �
<br /> OTHERWISE.THEGENERALCONTRACTOR'SSCOPEOFWORKSHALL1NClUDEPl1RNISHiNCaALL� 1 MFR MANUFACTURE /1�A�
<br /> MA7ERIALS.EDUIPMENT,L480R,ANDANY REQUIREtu&NTS DEEMED NECESSARY TO COMPLETE �ESIGN CRfT�RiA. Z STRENGTH F ELD BOLTING,EXPANSI�ON BOLTS.AND TH EAD'ED EXPANSION AN HLORS)5WALL 96 BLKG BLOCKI G M NR MIN MUM � �
<br /> PROJECT AS DESCRIBED IN THE DRAWINGS AND OWNERS PROJEC7 MANUAL
<br /> ... _ .__. .._ ._. . . .. ... _ ._ . ..... __._ _.____._.._.._._. ______._ __`-__."_._.�--_ . .____.-._____-__ . ...... ._. ........ ........ BASEDONTHEA.IS�.I:'SPEGIFICA710NfORiHE-DESIGN�FABRiCAT10N.AND�EREGTIONOF .._ . _B:O. ._ BOTTOMOF� - MISC � �MISCELLANEOUS _ ... . .. .. . . ._ .. ..._ .
<br /> Your world. Detivered.
<br /> 2. PRIOR TO THE SUBMISSION OF BIDS.CONTRACTORS NJVOLVEO SHALL ViS17 7HE JOB SITE TO THE STRUGNRAL DESIGN OF 7HiS PROJECT IS IN ACCORDANCE WITH THE 2015 IN7ERNATIONAI � STRUCTURAL STEEL FOR BUICDINGS'LATEST EDITION.SUPERVISION SHALL BE IN ACCORDANCE B.O.S. BOTTOM OF STEEL �
<br /> PAMILIARIZE TMEMSELVES WI7H ALL CONDiT10NS APfECTING T3iE PROPOSED PROJEC7. BUIIA�NC.CODE W(iH WASHINGTON STATE BUILDING CODE AMENDMENTS(20i5 BC) WRH 2O1518C CHAPiER 22,BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE CONSULTANT. WA NOT APPUCABLE
<br /> CONTRACTORS SHAIL V151T THE CONSiRUC710N SiTE WI7N 7HE CONSlRUC710NlCON7RACT THE CONSULTANT SHAII BE FURNISHED WRH A CAPV OFALI.INSPECTON REPORTS AND TEST CIC� CEIUNG NIC NOT IN CONTRAC7
<br /> OOCl/MENTSTO VERiFY FIEID CONDITfONSANDCONFN2M TNATTHE PRQIECTVdIlLBE DESIGN LOADS: RESULTS. CLR CLEAR N.S. NEAR SIDE
<br /> ACCOMPLISHED AS SFiOWN.PRIOR i0 PROCEEDING N7TH CAtdS7RUC710N,ANY ERRQRS, DESIGN OATA FOR THE CI1Y OF EVERETT,WA , CMU CONCRETE MASONRY U�4T MS NOT TO SCALE
<br /> OMISSIONS.OR0ISGREPANCIESSHALL9E@RWGHTTO'lHEARENTIONOFTNE 3. STRUCTURALSTEElSHALLfANPOfiMTOTHEFOLLOWINGREWIREMENTS: CONC CONCRE7E PLANSPREPAREDBY:
<br /> ARCHITECTiENGINEER VERBALLY AND IN WWTING. � -ROOF SNOW IOAD N/A(NO7 A ROOFTOP SOLUTION) CONST CON57RUCTION O.C. ON CENTER --
<br /> � TVPEOFMEMBER CONT CONTINUOUS O.D. OUTSIDEDIAME7E(3
<br /> 3. THE ARCHITECTSlENGINEERS HAVE MAOE EVERY EFFORT TO SET FOR7H IN TNE GON57f2UC710N -BAS1C WIND SPEEO 110 MPH(3 SEC GUSn OM OVERHEAD �COFINEFISTONE
<br /> AND CONIRACT DOCUNENTS THE CObIP1£iE SCOPE OF YJORK CONTRACTORS 81001NG h1E JOB � A WIDE FLANGE SHAPE ASTM A992,Fy 60 KSI DBL DOUBLE ��� E N OI N E E R I N O.�N C.
<br /> ARE NEVERTHELE55 GUTIONED Tt3AT MINOR OMtSSIONS OR ERRORS IN THE DRAW7NGS AND OR -WIND EXPOSIlRE C 8. OTHER SHAPE,PLATES AND ROD ASTM AS6,Fy 38 KSI DIA/0 DIAMETER PLGS PIACES
<br /> SPECIFICA710NS SHAII NOT EXCUSE SAID COMiRACTOR FRQM COMPLETING THE PROJEC7 AND � C. PIPE COLUMNS ASTM A53,fy 35 KSI OIAG DIAGONAL PLYWD PLYWOO�
<br /> IMPROVEMENTS IN ACCORDANCE WtT#i TttE W7ENT(3FTHESE DOCUMEN7S.'iHE 81DDER SNAIL CODE COMPLtANCE: o. 5�a��n��T�B�N� ASTM A500,fy46 KSI DN DOWN PRQI OROJECT 76D28 WOODINVILI£-REDMOND RD NE,SUiTE 2f0
<br /> BEARTHERESI'ONSIBILITYOFN071FYWGpNVR21TiNG)TH£ARCHITECTlENGINEER#ANY E. ANCHOR8�T5 ASTMA3U7 DET DETAIL PROP PROPERTY WOODINVILLE,WA980T1
<br /> CONFUCTS,ERRORS,OR OMISSIONS PRIOR TO SUBMt55f�i�CONTRACTOR5 PROPOSAI.IN 7fiE f. CONNECTION BOLTS ASTM A326 DWG DRAWING PSF PWNDS PER S�UARE f00T PHON£:425.487.1792
<br /> EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSRY at EXTEfdS1VE . ALL WORK AND lMTERIALS SHALL 8E PERFORMED AND MSTALLEDlH ACCOROANCE WIiN THE P51 POUNDS PER SQUARE INCH W W W.CORNERSTONE-ENGR.CO�t
<br /> WOBKUNLESSDtREC7ED0T}�RWISE CURRENTEDITONSOFTHEFOLLOWINGCODESASADOPTEDBY7HELOCALGOVERNMGAUTHORITIES q, ALLMATERIALTOBEHOTDIPPEDGAWANIZEDAFTERFABRICATIONPERA1237A123M-1& . EA EACH PT PRESSUREiREATED
<br /> � . NOTHINGIN7HESEPIANSiSTOBECONS7Rl1CTEDTOPERMITWORKNOTCONFORMING70T#iESE El ELEVATION
<br /> 4. THECONtt3ACTORSHALLSUPERVISEANDOIREC7iHEPROJECTDESCRIBED�NTHECON7RACT ��ES. - 5. ALLWElO1NGSHALLBEWCONFORMANCEWITHA,I.S.I.ANDAWSSTANDAR0.5ANDSHALIBE ELEC ELECTRICAL � RAD RADIUS PROJECTINfO:
<br /> DOCUMENTS.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALLCONSTRYlCTION PERFORAIEO BY W.AB.O.CERTtFIED WEIAERS USING E70XX ELECTRODES.ONLY PRE�UALIFIED E� EOUAL REO RE�UIRED
<br /> MEANS.METHODS,TECIWIIXJES,SEQUENCES,ANDPROCEDURESFORCOORDiNATINGALt 5�1��DINGiDYJEWNGCODE 207518C(STATEBUILDINGCODE,WACCHAPTER51�50) WELDS(ASDEFMEUBVAWS)SHALLBEUSED.WELOINGOFGRADEBOREINFORCINGBARS(IF EQUIP EQUIPMENT RA1 ROOA7 SIYOJ
<br /> POR710NS OFTHE WORK UNOER THE CONTRACT. 20751RC(STATE BUILDING C06E.WAC CHAPTER St51) REQUIRED)SHALL BE AERFORMED USING LOW HVDROGEN ELECTRODES.WEIAING OF GRADE 40 E.W. EACH WAY RO RWGH OPENING
<br /> STRUCTURALCODE 20i518C(STATEBWLDINGCODE,WACCHAP7ER67fi0) RElNFORCINGBARSQFREWIRED)SHALLBEPERFORMEDUSINGE70)OCELECTRODES WELDING EXT EXTERIOR
<br /> 6. THECON7RACTORSHALLINSTALIALLEQUlPMENTANDMATERIAlSACCORDINGTO � MECHANICALCODE 2615MIG(STATEBUIIDINGCODE.WACCHAPTER51d2) W17HIN4'OFCOtD6ENOSINREINFORCINGSTEELISNOTPERMIT7ED.SEEREWFORGNGNOTE SCH SCHEDULE
<br /> MANUFACTURER'SNENDOR'S SPEqFlCAT10NSUNLESS NOTED OTHERWISE OR WHERE LOCAL � ELEC7RICALCODE 2014 NEC(DEPT.OF LABOR 81NDUSTIRES.WAC CHAPTER 296-068) FOR MATERUIL REWIREMENTS OF WEtDED BARS. FIN FINISH SHT � SHEET
<br /> CODESORORDINANCESTAKEDRECEDENCE. FIRElLIFESAFEfYCODE 20151FC(STATEBUIIDINGCODE,WACCHAPTER5154A) FLUOR FLUORESCEM SIM SIMILAR PAINE FIELD �
<br /> e. COLp-FORMED STEEL FRAMINCa MEMBERS SHALL BE OF THE SHAPE,SIZE,AND GAGE SHOWN ON FLR FLOOR SPEC SPECIFICA710N
<br /> e. AlL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN S7RICT FACIUTY IS UNMANNED AND NOT FOR HDAiMI Hl�BRATION.HANDICAPPED ACCESS REQUIREMENTS ARE THE PlANS.PROVIDE MININUbI SECTION PROPERTIES INOICATEO.AlL COID-FORMED STEEL F.S. FAR S�DE SF SaUARE FOOT
<br /> ACCORDANCEWITHALLAPPLICA8LECODES,REGULATpNS,ANDORDINANCES.CON7RACTOR NOTREQUIREDINAGCORDANCEWITHTHE207518CBUIfAWGCODE. FRAMINGSHALLCONFORMTO7HEALSI.'SPECIflCA710NFORTHEDESIGNOFCOLO-FORMED FT FOOT SS STAINLESSSTEEL 111g80thSTREETSW
<br /> SHALL GNE ALL NOTICES AND COMPLY WITFi ALi.[AKS,ORDINANCES,RUi.ES.REGUTATIONS AND w� STEEL STRUGTURAL MEMBERS.' STL STEEL
<br /> LAWFUIORDERSOFANYAUBLICAU7HORIT'.MUNICIPAIAN�UTILIT'COMPANYSPECIFICATIONS. CONCRETE IYOTES. GA GAUGE STRUCT STRUCTURAI EVERETT,WA98203
<br /> AN�LOCAL AND STATE JURISDICTIOMAL CODES BEARIlJCa Otd iHE PERFpRA�IANCE OF TtiE WORK 7. BOLTED GONNECiIONS SHALL USE BEARING TVPE ASTM A325 BOLTS(3!4'DIA.)AND SHALL HAVE A GALV GALVANIZED STD STANDARD SNOHOMISFI COUNTY
<br /> MINIMUMOFTWOBOLTSUNLESSNOTEDOTHERWISE. G.C. GENERALCONTRACTOR SQFf SQUAREFOOT
<br /> 7. GENERAL COMRACTOR SFIALI PROVIDE,AT THE PRO.�CT SITE.A FULL SET OF CONSTRUCTON ;� ALL CONCRE7E CONSTRUC710N SHALL BE IN ACCORDANCE WITH AG 318. GRND QROUND SQ IN SOUARE INCH
<br /> DOCUMENTS UPDA7ED WITH iHE IATEST REVISiONSANO ADDENDAOR CLARIFICA'f�ONS fOR USE p CONCRETE SHALL BE MIXED,PROPORTiONED.CONVEYED AND PLACED IN ACCORDANCE WITH 8� NONS7RUCTURAt CONNECTIONS FOR STEEL GRATING MAY USE 5/e"DIA.A3TM A307 BOLTS GYP BD GVPSUM WALL BOARD SUSP SUSPENDED ISSUED FOR:
<br /> BYALlPER90NNELINYOLVEDWITHTHEPROJECT.THISSETISAVALIDCONTRACTDOCUMENT UNLESSNO7EDOTNERWISE.
<br /> ONLY IF THE TITLE SHEET IS STAMPED'FOR CQNSTRUCTION'AND EACH SUCCESSIVE SHEET BEAAS CHAPTER 790F THE 2015 IBC.S7RENGTHS AT 28 DAYS ANO MIX CRI7ERIA SHAIL BE AS HORZ HORIZONTAL THK 7HICK r
<br /> THEARCHITECTSSIGNEDWETSTAMP. FOLlOWS. 8. ALLSTEELWORKSHALLBEPAINTEDINACCORDANCEWI7HTHE�ESIGNBCONSTRUC710N HR HOUR THRU THROUGH CONSTRUCTION�
<br /> NPE OF CONS7RUCilOtd 28�AY STRENiHS W/C MINIMUM CEMENT SPECIFlCATION ANU IN ACCORDANCE WITH AS7M A3B UNIESS NOTED OTHERWISE. H7 HEIGHT TNNG TINNED
<br /> (4c) RATIO CONTENT HVAC HEATING VENTILAiION 7.0. TOP OF
<br /> 8. THE STRUCnRAL COMPONEN7S OF ADJACENTCONSTRUCTfON OR FACILI71ES ARE NQTTO BE . 70. ALL WELDS TO BE 1/4'FI[LET UNLESS NOTED OTHERWISE. AIR COND�TIONMG T.O.S TOP OP STEEL REV::DATE:�ISSUED FOR: �Y:
<br /> ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. PER CUBIC YARO .
<br /> NP TYPICAL
<br /> 9. SEAL All PENETRATIONS THROUGFi FIRE-RATED AREASlM7H U.L.USTED OR FIRE MARSHAII 77. TQUCH UP ALL FIELD DRILfJNG ANO VYELOING WITH 2 COATS OF GAWACON 2�NC RICH PAINnOR I.D. INSIDE OIAMETER
<br /> APPROVE�MATERIAIS If APPLJCA9LE TO TH15 FAGLITYAND OR PRQIECT SITE. A, SLABS ON GRAOE 2,500 oSl s 0.45 5 SACKS qpp{tOVED EQUAL. IN INCH UNO UNLESS NOTEO OTHERWISE
<br /> TOPPING SLABS INFO INFORMATION
<br /> 10. CONTRACTORTOPROVIDEAPOR7ABLEFlREEXTINGUISHERWI7HARA7INGOFNOTLESSiHAN �°�RETEP'ERS � TOWER/POLE NOTES: �NS�� INSULATION VERT VERTICAL
<br /> 2-AOR2-A'10BCWITHIN75FEETIRAVELDISTANCETOALIPORTIONSOFPR0.IECTAREADURING INT IN7ERIOR V.I.F. VERIFYINFIELD QO ��'�'17 FINAL JRF
<br /> CONSTRUCiION. B. ALLSTRUCiURpICONCRE7E 4.00OPSi 50.45 6112SACKS IBC INTERNATONALBUILDINGCO�E �
<br /> EXCEPTWALLS 1. VERIFICATION71iATTHEPROPOSEDTOWERIPOLECANSUPPORTTHEPROPOSEDANTENNA VJ� WITH Q ��-Q('y�] REVISEDRFDS JRF
<br /> 11. CONTRACTORSHAILMNKENEGESSARYPROV+SIONSTOPROTECTEXISTINGiMPROVEMENTS. LOAOINGISTOBEDONEBYOhiERS. LBS POUNDS W/O WITHOUT
<br /> C. CONCRETE WALLS 4.000 PSI s 0.45 8 72 SACKS 1NP WATER PROOF
<br /> EASEMENTS,PAVING.CURBING,ETC.DURING CONSTRUCTION.UPON CAMPLETION OF WORK, 2. PROVIDE SUPPORTS FOR THE ANiENNA COAX CABLES TO THE ELEVATION OFALL INITIAL AN� �
<br /> CONTRACTOR SHAIi REPAIR ANY DAMAGE TNAT MAV HAVE OCCURRED DUE TO CONSTRUC710N CEMENT SHALL BE ASTM C150,PORTLAND CEMEN7 TYPE II U.N.O. FUiURE ANTENNAS.ANTENNA COAX CABLES ARE TO BE SUPPORTED AND RES7RAINED AT THE Q 'I 0-17-17 PRELIMINARY JRF
<br /> ON OR ABOUT THE PROPERiY. �
<br /> CENTERS SUITABIE TO7HE MANUPACiURER'S REQUIREMENTS.
<br /> 12. COMRACTORSHALLKEEPGENERALWORKAREACLEANANDHAZAROFREEDURING - . Z- THEGENERALCONTRACTORSHALLSUPERYISEANDBERESPONSIBLEFORTHEMETHODSANO .
<br /> CONSTRUCTION AND DISP0.5E OF ALl DIRT,DEBRIS,AND RUBBISH OFFSITE.CONTRACTOR SHALL PROCEDURES OF CONCRETE PIACEMENT. fj pLqTE CHAIN{INK FENCE DRAWN BY:-CHK.: APV.:
<br /> ABBREVIATED ROOFTOP SAFETY PROCEDURES CHAINIINKFENCEW/BARBWIRE
<br /> REMOVE EQUIPMENT NOTSPECIFIED AS REMAfNiNG ON THE PROPER7Y OR PREMNSES.SITE SHAtL 3. AU.CONCRETE WITH SURFACES EXPOSED 70 STANDING WAiER SHALL 8E AIR-EN7RAINED WfTH AN � CEN?ERLINE JRF MWO MWO.
<br /> BELEFTINCLEANCOND�T�ONANDFREEFROA7PAINTSPOTS.DUST,ORSMUDGESOFANYNATURE. qIR-ENTRNNINGAGENTCANFORMINGTOASTMC2BO,C494,C818.C989ANDCt017.TOTALAIR (SNHENAPPLICABLE): W�oFEN�E
<br /> 13. THEGENERALCONTRACiORSHAILRECENEWRITfENAUiHORIZATIONTOPROCEEDWITH CONTENTSHALLBEINACCORDANCEWIhtACt378. (E) EXISTING - 7 7 - 7ELEPNONE CURRENTISSUEDATE:
<br /> CONSTRUCTION PRIOR TO S7AR71NG WORK ON ANY ITEM NOT CLEARIY�FlNED BY THE (AS PER'ACCIDENT PREVENTION PROGRAM'-BY PERMISSION OF WREN CONSTFtUC710N,INC.- -P -P - P��R
<br /> 4. REINFORCING STEEL SHALL CONfORM TO ASTM A815(INCLUDING SUPPLEMENT StZ GRADE 80, 03N1/88) y DETAIL NUMBER - GROUND WIRE
<br /> CONSTRUCTIONORAVNNGS/CON7RACTO�UMEKTS. {r-ep,000PS1.EXCEP710NS:ANYBARSSPEGFlCALLYSONO7EDONTHEDRAWINGSSHALLBE X'� SHEET�NUMBER CWx COAXIALCABLE 11-20-17
<br /> 14. THECONTRAC70RSHALLPERFORMWORKOURINGOWNER'SPREFERREOHWRSTOAVOID GRADE40.fy=40.ODOASI.GRADEBOREINFORCINGBARSINDICATEDONDRAWINGSTOBEWELDEO FALLPROTECTIONMETHODSANDEOUIPMENT
<br /> DISTURBING NORMAL BUSINESS. � SHALL CONFORM TO ASTM A708.REINFORCING COMPLYING N7TH ASTM A61b(S7)MAV BE WELDED ROOF TOP INSTALLATIONS LICENSURE:
<br /> ONLYIFMATERIAtPROPERTYREPORTSINDICATINGCONFORMANCEWITHWELDINGPROCEDURES � FORWORKBEINGPERFORMEDWITHIN25'OFANUNPROTECTEDROOFEDGE,THECONSTRUCTION SPECIAL INSPECTIONS:
<br /> SPECIFlED IN AW.S.D74ARE SUBMITTED.
<br /> 15. THE CONTRACTOR SHALL PROVIDE 7HE CIJENT PROPER INSURANCE CERTIFICATES NAMING SUPERVISOR SHALL DESIGNATE A TRAINED SAFETY MONITOR TO OBSERVE THE MOVEMENTSAND �SL�y
<br /> CLIENTASADDRIONAlINSURED,ANDCUENTCROOFOFLICENSE(S)ANDPE&PDINSURANCE. 5_ REINFORCINGSTEELSHALLBEDETAILED(INCLUDINGHOOKSANDBENDS)INACCORDANCEWITH ACTIVITIESOFTHECONSTRUCTIONWIX2KERS.
<br /> AC7S75AND378.uPALLcoNnNUDUSREINFORCEMENTATLEnSTaoeARDlqr�tEreRSORA SPECIALINSPECTIONSINACCORDANCEWITH2OISIBCSECTION17Q4. � � y�O�
<br /> 16. CONTRACTOR SHALLBE RESPONSIBLE FOR SCHEDULING AND COOROINATINGALL MlSDECTIONS. � �� �c N
<br /> MINIMUM OF 7-0'.PROVIDE CORNER BARS ATALL WALLAN�FOOTING INTERSECiIONS.LAP 2• SAFE7Y MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS(I.E.,BACKING UP 70WARD
<br /> 77. CAU710N!CALL BEFORE YW DIG!BURIED UTILITIES EXIST IN THE AREA AND UTILIT/INFORMA710N CORNER BARS AT LEAST308AR DIAMETERS ORA MINIMUM OF 2'-0'.LAP A0.IACENT MATS OF A ROOF EDGE,ETC.)OR UNSAFE ACTVRIES.THE SAFEN MONITOR MUST BE ON THE SAME ROOF SOILS(GEOTECHNICAL: _ e�e ��
<br /> WELDEO WIRE FABRIC A MINIMUM OF 8'AT SIDES AND ENOS. AND WITHIN VISUALAND VERBAL DISTANCE OF THE CONSTRUCTION WORKERS. QSHORING INSTALLATION AND MONITORING �.
<br /> SHOWN MAV hOT BE COMPLE7E.CONTACTTME ONELALLUTILfTY LOCATE 3ERVICE A MINIMUM OF pOBSERVE AND MONITOR EXCAVATION .p,�
<br /> 48 HOURS PRIOR TO CONSTRUCTION.DIAL 817. g, VyELDED NARE FABRIC SHALL CONFORM TO ASTM Ad86. S. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN e'OR LESS OFAN UNPROTECTED pVERIFY SOIL BEARING psf BEARING � cc�y����
<br /> ROOF EDGE,RE�UIRES WORKERS TO USE SAFEN LINE. Fg�,__ `_t;
<br /> 18. CONTRACTORTODOCUMENTPILWORKPERFORMEDNATHPHOTOGRAPHSAN�SUBMI7TOCUENT � SPIRAIREINFORCEMENTSHALIBEPLAINWIRECONFORMiNGTOASTMA875,GRADE80,fy-60,000 �SUBSURFACEDRAINAGEPLACEMENT •��Mp, Y� ����� �
<br /> ALONG WRH RE�LINED CONS7RUCTION SET. P� 4, SAFETY LINE SMALL 8E MINIMUM'f,'DIAMETER NYI.ON,WITH A NOMINAL 7ENSILE STRENGTH OF �VERIFY FILL MATERIAL AND COMPACTION �
<br /> saoo i.ss. ❑VERIFY CONDITIONS AS ANTICIPATED
<br /> 1B. CONTRACTOR TO DOCUTAENT ALL CHANGES MADE IN THE FIELD BV MARKING UP(REDUNING)THE 8. NO BARS PARTALLY EMBEDDED IN HAROENED CONCREfE SHAIL BE FIELD BENT UNLESS - �PILE PLACEMENT(AUGER CAST/DRNEN PILE�
<br /> APPROVEDCONSTRUCTIONSETANDSUBMITfING71iEREDLINEDSETTOTHECLIENTUPON gpECIFICALLVSODETAILEDORAPPROVEDBYTHECANSULTANT. 5. SAFETYLINESHALLBEATTACHEDTOASUBSTANTIALMEMBEROFTHESTRUCTURE. QOTHER JURISDICTIONALAPPROYAL:
<br /> COMPLE'fiON. . .
<br /> 20. FOR COLIOCATON SIlES:CONTACT TOWER OWNER REPRESENTATNE FOR PARTICIPATION IN BID �0. CONCRETE PROTEC710N(COVER)FOR REINFORCING STEEL SHALL BE AS FOLLON5: B. SAFEN LINE LENGTH SHALL BE SETALLOWING CONSTRUCTION WORKER TO REACH EDGE OF
<br /> rtooF,eur Nor eeroNo. REINFORCED CONCRETE:
<br /> N`� -CONCRETECASTAG/UNSTANOPERMANEN7�VEJ�OSEOTOEARTH a• OREINFORCINGSTEELANDCONCRETEPLACEMENT
<br /> � 27. GENERAL CONTRACTOR IS 70 COOR�INATE ALL GOWER INSTAl1AT10N WI7H POWER COMPANY AS . 7. SAFET'BELTS SHALL BE WORN BV ALL CONSTRUCTION WORKERS. OPRESTRESSED/PRECAST CONCRETE FABRICATION AND ERECTION
<br /> REQUIRED.CONTRAGTOR TO REPORT POWER INSTALLAT�ON COORDINATION SOLUTION(S)TO -CONCRETE EXPOSED TO EARTH OR V4EATHER �BATCH PLANT INSPECTION .
<br /> (M86ARSORtARGER) y 8. MONTHLYSAFETVINSPEC710NANDMAINTENANCEOFTHEFALLPROTECTIONEQUIPMENTSHALL
<br /> NETWORKCARRIER REPRESENTATNE,PROJECi CONSTRUCTION MANAGERAND ARCHITECT. (}�pqRS OR SMALLER) ��n^ � OCCUR BY THE SAFEN COMMITTEE REPRESENTATVES,INCLUDiNG: OSHOTCRETE
<br /> OGROUTING
<br /> 22. ANVSUBSTRU710NSOFMATERIALSANDIORE�UIPMENT.MUSTBEAPPROVEDBYClIENT _CONCRE7ENOTEXPOSEDTOWEATHERORINCONTACTYVITHGRWND INSPECTIONOFCONSTRUCTIONAREAFORHAZARDS pOTHER
<br /> CONSTRUCTION MANAGER. � . . (SL0.6S,WALLS AND JOISTS)(#17 BARS AND SMALLER) 3/4• USE OF AN INSPECTION CHECKLJ3T
<br /> {BEAMS,COLUMNS)(PRIMARY REINFORCEMENT,TIES,STIRRUPS,SPIRALS) 1 tf2" �NTERVIEWING COWORKERS REGARDING SAfEiY CONCERNS STRUCTURAL STEEL:
<br /> 23. �N THE CASE OF ROOFfOP SOLUTIONS fOR EQUIPMENTANDlOR AN7ENNA FRAMES WHERE REPORTING AND DOCUMENTING ANY HAZARDS
<br /> PENETRATION OF IXISTING ROOFING MATERUILS OCCUR,7HE GENERAL CON7RACTOR SHALL REPORTING HAZARDS TO THE SAFEN COMMIT7EE FOR CONSIDERATION OFABRICATION AND SHOP WELDS PROPRIETARY INFORMAT�ON:
<br /> . COORDINATE WITH BUILDING OWNER AND BUILDING ROOFING CONTRACTOR OF RECORD FOR ��� BARS SHALL BE SUPPOR7ED ON CHAIRS OR DOBIE BRICKS. POSTING RESULTS OF INSPECTION AND ANYACTION TAKEN OERECTION AND FIELD WELDS AND BOLTING
<br /> INSTALLNTION,PATCH,REPAIR OR ANV AUGAOENTATION T07HE ROOf.ANO HAVE THE WORK RECEIVING AN UNBIASEO REVIEW OF ONE'S OWN WORK AREA BV ANOTHER COWORKER SAFETY OOTHER DO NOT SCALE DRAWINGS.CIXJTRACTOR MUSTYERIFY
<br /> 6UARANTEEO UNDER THE ROOFING COMRACTORS WARRANTY FOR MOISTURE PENETRATION OR �2. ANCHpR BOLTS TO CONFORM TO ASTM A307.
<br /> REPRESEMATIVE ALl OIMENSIONS ANO ADVISE CONSUL?ANTS OF ANY
<br /> ANOOTHERFUTUREBREACNOFROOFINGINTEC�RRY. � 13. NON-SHRINKGROUTSHALLBEFURNISHEDBYANAPPROVEDMANUFACTURERANDSHALLBE ERRORSANDOMISStONS.ALLPREVIOUSISSUESOF7HIS
<br /> 24. IN THE CASE OF ROOFTOP SOLUTIONS NATH THE INSTALLATION OF ANTENNAS WITHIN CONCEALE� MUCED AN�PLACED IN S7RICTACCORDANCE WITH THE MANUFACTURER'S PUBLISHED REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL DRAWING ARE SUPERSEDEO BY THE LATESTREVISION.
<br /> (SHROU�EDjSUPPORtFqAMESORTRIPODS,THEGENERALCONTRACTORSHAtLCOOROMIA7E RECOMMENDATIONS.GROUTS7RENGTHSHALLBEATLEASTEQUAITOTHEMATERIAIONWHICH NATIONALASSOCIATIONOFTOWERERECTORS2000PUBUCATION STRUCTURALALUMINUM: THEINfORMATIONCONTAINEDiN7HI5SETOFDOCUMENTS
<br /> ir is aucEo(a,000 asi MtHiMo�t) �FABRICATION AND SHOP WELDS IS PROPRIETARY BV NATURE.ANV USE OR DISCLOSURE
<br /> WITH THE FRP DESIGNEfLFABRICATOR TO ENSURE THAT THE FINAL FRP SHRWD IS SIMULATING(IN REFERENCEU OSHA REGULATION/STANDARDS SHALL BE REVIEWED BY TOWER ERECTORS, QERECTION AND FIELD WELDS AND BO�TING OTHER THAN WHICH IS RELATEDTO NAMED CLIEM IS
<br /> APPEARANCE)DESIGNATED EXISTNG EXTERlOR BUILDING FACA�E MA7ERULLS,7EXTURES,AND �p .pu EXPANSION ANCHORS TO BE HILTI BRAND.ADHESIVE ANCHORS REQUIRE 7ESTING 70 EQUIPMENT INS7ALLERS,AND TOWER/ROOF TOP CONTRACTORSISUBCONTRACTORS OOTHER STRICl1Y PROHIBfTE�.
<br /> COLORS.THE CONTRACTOR SHALL FUftTHERMORE ENSURE THE USE OF COUNTERSUNK CONF4RM GAPACI7Y UNLESS WAIVE�BY ENGINEER. 29 CFR 7928.6U0-SCAPE,APPLICATION,AND OEFINITIONS
<br /> FASTENERS IN ALL FRP CONSTRUC710N.WHEN PHOTO SIMULATIONS ARE PROVIDEO,THE 29 CFR 7D28.501-DUiY TOHAVE FALL PROTECTION DRAWtNG TITLE:
<br /> CONTRACTOR SHALL ENSURE THAT FINAL CANSTRUC710N REPRESEf4TS WFtAT IS INDICATED IN 19CFR 7926S02-FAIL PROTECTION SYSTEMS CRITERIAAND PRACTCES
<br /> PMOTO SIMULATIONS.SHOP DRAWING3 SHALL BE PROVIDED TO THE GENERAL CONTRACTOR, STRUCTURAL MASONRY:
<br /> CONSTRUCTIONCOORDINATOR,ANDARCHITECTPRIORTOFABRICATIONANDCONSTRUCAON. . � pCONTINUous � GENERALN�TES
<br /> 25. IN THE CASE OF ROOFTOP SOlUT10NS FOR EQUIPMENT AND/OR AN7ENNA FRAMES WkiERE � CALL TWO WORKING DAYS �PERIODIC
<br /> ANCHORING TO A CONCRETE ROOF SLAB IS RE�UIRED,CONiRACTORS SHALL CONFIRM(PRIOR TO � BEFORE YOU DIG1 ❑OTHER
<br /> DRAWENG�fUMBER
<br /> SUBMITTING BID)WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT SHE A
<br /> PRESENCE�FPOST7ENSIDNiENDONSWITHINTHEROOFSLA6-RESUITINGFRO&tAtd H I� OTHER: NONEREQUIRED
<br /> UNOOCUMENTED DESIGN CHANGE IN THE EXISTING BVILD�NG"ASB W LT DRAWING SET"-HANNG �^\ �
<br /> INDICATEQ AN ORIGINAI DESIGN SOLUTI�N OF REINFORCED CONCRETE WtEMBEDDED STEEI NATONAL UTiLITIES UNDERCaROUtJD LOCATE ( -_� �
<br /> REBAR.IN THE EVENT POST TEN&ON SIAB SOLUTION IS PRESENT,COMTRACTOR SNALL INCLUDE ANCHORlNG TO CONCRETE: � "
<br /> � PROVISIONSFORX-RAYPROCEDURES(INCLUDEDIN&D)FORALLPENETRATIONAREASWHERE ¢ucrrmcu�rt�onaw.�eerx�wcwsoarwxm�c*aVs>nr.y pBOLTSINSTAlLEDINCONCRETE
<br /> ANCHQRING OCCURS. . �"�NN°�"�O"0AM�1NRHq'"�110A1"��
<br /> �.� �,,.ow�„ a,s,,,.,R„a,,,�.-,,,,� pPOST-INSTAIIATIONADHESiVEANCHORS
<br /> _ 'E''`"'':.OR"N0E pROPO�O-`""'�`""1°`-�"� QpOSTdNSTALLATION MECHANICALANCHORS
<br /> _ _____ CEI JOB NUMBER: lTE 5C-6C 17-09034
<br /> _ _ aljb
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