9506 19TH AVE SE A T AND T ANTENNA 2025-04-21

m.GENERAL BSUBCPVNdHRACTORSMMLL USE STA.EW STEEL METAL LOWING TIER FOR ALL GALE STRUCTURAL STEEL NOTES: SYMBOLS AND ABBREVIATIONS GENERAL NOTES: TRAY RE OSAHD ALL OTHER GENERAL TIEDOWNS W,T•REAPPUCABIE).PLASTIC DP TIES SHALLNM BE PERMITTED FOR.EON CLEMPROACTS RECOMENDEOALMUFAQTURE SHALL AO AIR CONDITIONING MAX MMMNM 1. DPAWINGSARE NOT TO BE SCALED,WRRiEN OMEN..TAKE PRECEDENCE:E0STCP Be PPARR.CORP.METAL LOOM.TES MODEL NO.M.TA4CP LNCERSEPoES+'W(CREOUAL). & SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED MINE CONSULTANTFOR AOL ABOVE GRACE LEVEL MEPI MECMG ML .1111111. DOCUMENTS IS WENDED TO BE USED RR DIAORAMMATICPURPOWSCNLY,UNLE0S NOTED PNAURPRODUCTDISTRIEUIED BY TRW.CF TACO.WA REVIEW PRIOR TO FABRMATICN APPROX APPRO./OWE, MIL METAL ��/ OTHERWISE.THE GENERAL CONTRACTORS SCOPE OF WORK SHALL NOUDE FUPoNBHNG ALL 51FR MANUFACTURE I PA�£CTBSOE RIBE0 W THE DµRADY S AND OWNNEK8P°R�GIECT`MANUAL NECESSARY R0C00CETE DESIGN CRITERIA: STRUCTURAL HFFIFID SDEMON. IM.EXPAN INCCN eaTB,ANAND D MHRA�ADED EmDAANSIPOEH�ANOIKIRsis ALLBE HIGH SL%0 SLOG`SLOWING MDING NN MWIi. 0A0E0 ON THE ALSO SPECIFICATION FORT.OESINFABRICATMN,AND!SU IONOF B.O. BOTTOM OF MSC MISCELLANEOUS 2. P0CRTO THE SUBMSSION.BOA CONTRACTORS NVOLVEDSNALLY7R THE JCR SUET° THE STRUCTURAL OE900NOFTMSPRQIECT0NACCGLOMCE WITH IRE OCIFN0E0NA0IXUI SIRUCTUMLSTEEL FOR 00LOING4•IATEBTEORIONSUPERASIONSHAL.BEWFL0000ANCE &O.a. -� Your world.Delivered. FAMILIAR=TRFECRI VES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROEM. BU0DRD CODE WITHWAOMNOTCN STATE BUILD,.CODE AMENDMENTS(N51RA) Wall 2ES IBC CHAPTERD,BY AQUAUFEO TESTING ADENCY0E0IONATEO BY THE 0.1ULTANT. SIEEI NM NOT APFUCANE CONTIACTORSSNALLVISR THE CONSTRUCTION SITE WITH THE CONSTRUCTIOOCONEACT THE COMSULTANTBHALL BE FURNISHED WITH A COPY OF AL NSPECTMNFOEPoRTB AND TEST CID COUNT MC NOT IN CONTRACT OGCUMENTOTOVERIFYFIEIDC.DMONS AND DONFNMTHAT THE PROJECT MARE DEBIONLOAG3= RESULTS. OR CL0NR H.S. NEARSIDE ACCOMPLISHED AS SHOWN.PRIOR TOP ROOFED..11 COISTRUCTOA ANY ERRORS DESIGN DATA FOR THE CRY OF EVERETT.WA CNC CONCRETE MASONRY OW MS NOT T00CME ONI53I000..OS.EPANCESS1..BE BROUGHT TO THE ATTENn000P THE & STRUCTURAL STEEL SHALL CONFORM TO THEFOLLOWINOREQUIREMENTR CONE CONCRETE =PLANS PREPARED BY: AROIRTECTENOINEER VERBALLY AND IN WRUNG. -ROOF SNOW LOAD 25 M1 COROT CONSTRUCTION QC. ON CENTER MEMBER IYP9 OF CUNT co.NUOUS OD. OUTSIDE MAME. //�//••••II.II�� M. T�MICHTCCTNENOINBCRB HAVE MADE EVERY EFFORT TO SET FORTH N THE CONSTRUCT. •BABCWINDOPEED OOMPH(O SEC OUST) CO OVERHEAD �OOFWi4fTOMM ONTRACT000UMNT3 THE COMPLETE SCOPE OF WORKCONTRACTORSBNMINOINEJOB A WIDE FLANGE SHAPE ASTSI ABM,FT500 OBL DOUBLE ��'�INPMIBPINU.IHP. MENEVERTHELESS CAUTIONED THAT MINOR OMBNONSOR ERRORS IN THEOUWINGSAND OR -WAND EXPOSURE 0 B. OTHER SHAPE,PLATED AND ROD AA�M Am,Fym NM OMD DIAMETER LC8 PLACES CATONS SHALL NOT EXCUSE S.CONTRACTOR FROM COMPETNGTHE PROJECT AND C. NPE COLUMNS AS&Fy35 BSI D. 00011DIAGONAL PLYMV PLYWOOD IMPROVEMENTS IN ACCORDANCE W..INTENT OF THESE DOCUMENTS.THE BIDDER SHALL. CODE COMPLIANCE: E_ STRUCTURAL AMA.,FyEEB ON CON!ETAIL POOOP PROJECTPRPERR t00]BWOOINVIVILLEREONCN0 RD NE,SUITE210 BEAR THE REBPOVBMLITY OF NOTIFYING ON WREING)THE ABCHITECTENOWEEROFANY OR CONFLICTS,ERRORS.OR OMISSIONS PRIOR TO SUBMISSION.CONTRACTOYS PROPOSAL.THE F. CONNECTDN BOLTS ANIMATES DWG DRAWING POP POUNDS PER SQUARE FCOT PHONE:525.5N.000 EVENT OF OISCREPANCESTHE CONTRACTOR SHALLPRICE THE MORE COSTLY. IVE EXTENS ALLWORKANOMAIEWALS SHALL BE PERFORMED.°INSTALLED IN ACCORDANCE WITH THE PSI POUNDS PER SQUARE INCH WWW.CORAERSTONEENOR.COM WORK UNLESS DIRECTED OTHERWISE. CURRENT EDITIONS OF THE FOLLOWING CODESAB ADOPTED BY THE LOCAL GOVERNINGARNOW'S.. A. ALL MATERIAL TO BE HOT DIPPEOOALVANEED AFTER FABRICATION PERAI]YAt.0. EA OATH PT PRESSURE TREATED NOTHING I ESE PUNS IS M BE CONSTRUCTEDTO PERMIT WORK NOT CONFORMING TO THESE EL E.ATION A THE CONTRACTOR SHALL SUPERVISE ANO DIRECT THE PROJECT DESCRIBED SPINE CONTRACT CODE& 5. ALL WELONO SHALL BE IN CONFOBMMCE WITH AWL AND AWS STANDARDS AND SHALL BE EIEC ELECTRICAL RFD RADIUS PROJECT INFO: DOCUMENT&THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PERFORMED EY WA.B.O.CERT.°WELDERS USWOED0XBIEOTOODES ONLY POEQUALIFIEO EQ EQUAL REQ REWIRED MEAN&METHOD&TECHNIQUES.NBWENCE&AND PROCEDURES FOR COORDINATING ALL BUILDINODWELUNO CODE 2015 IBC(STATE BUILDING CODE WAD CHAPTER INTO) WELDS(AS DEFINED BY AWS)SHALL BE USED.WELDING OF GRADE SO REINFORCING BARS(F EWP EQUIPMENT RM ROOM PORTIONS OF THE WORK UNDER THE CONTRACT. SO15OC(STATE BUILDING CCOE,WAC CHAPTER 5141) REQUIRED)SHALL BE PERFORMED USING LOW HYDROGEN EIECTRCDES WELDING.ORADELL E.W. EACH WAY RO ROUSN OPENING SN17 STRUCTURAL CODE EOIO IBC(STATE BUILDING CODE.W.CHAPTER 5060) RBNF.CNOBMSOF REWIRED)BNALLBE PERFORMED USING EDXX ELECTRODE&WELDING EM EXTERIOR S. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCOWINO TO MECHANICAL COOS 2015 BAC(STATE BUILDING CODE WPC CHAPTERO.) WITHIN I•.COLO BENDS IN REINFORCING STEEL IS NOT PERMITTED.SEE REIMORCNGNOTE SCH SCHEDULE MM.AOTURER'BMAVdRSSPECIFICATICM UNLESS NOTED OTHERWISE ORNMERE LOOM ELECTRI.L CODE 200 NEC(DEPT.OF LABOR 8 NW/SURE&WAC CHAPTER WORM FOR FMTERML REWREMENT80F WELDED BARS. FIN FINISH aNT SHEET CODES OR ORDINANCES TAKE NIECE.NCE FIRES.SAFETY OOOE TOLL IFC(STATE BUILDING CODE,WAC CHAPTER 51-51) FLU. FUORESCENT SN SIMI. EASTMONT 4 COOF.MED STEEL FRAMING MEMBERS SHALL BE.THE SHA0.OLLC,AND GAGE SHOVE CN FIR FLOOR SPEC SPECIFICAT. 4 ALL WORK PERFORMED.THE PROJECT AND MATERTLB INSTALLED SHALL BE INSTRUCT F OUT.q UNMANNED ARO N.FOR HUMAN HABITATION.HAN0CMPEO ACCESS REQUIREMENTSMF THE PI00000.VIBE MIMMUM SECTOR PR.ERTESINOCATED.ALLCODFORMED STEEL P.O FM WE SQUARE FOOT ACCORDANCE WITH ALLAPPUCABLE CODES.REQUUTIONS AND.DINANCES CONTRACT. NOT REWIRED W ACCORDANCE W.THE 20181SC BUILDING CODE, FRAMNO SHALL CONFORM TO THE A.I.S.1.•SPECBMATION FOR.DESIGN OF CODFORMED FT FOOT SS ELLAINLESSErtEEL 9506 19TH AVENUE SE SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS.ORDINANCES.RILE&OEGUATIONSANO STEEL STRUCTURAL MEMBERS'WOOL STL STD EVERETT,WA98208 AWFU L ORDERS.ANY PUBLIC ANWAR&MUN0AALANO UTILITY COMPANYSPECIH CONCRETE NOTES: AND LOCAL AND STATE JURISDICTIONAL COWS WARNS ON THE FERFORMMCE OF THE WORK T. BOLTED CONNE.ON85HALL USE BEMINOTYPE ASPS ASTWOLTs(SV•DIA)AIA SEAL HAVE A OALV MLVANWO OA GAUGE STD STANDARD SNOHOMISH COUNTY MUM.TWOBWTS UNLESS NOTED OTHERWISE. O.G GENERAL CONTRACTOR T SQUARE FOOT 7. GENERA.ONTRACTOR SHALLPROVO&AT THE PROTECT NTE A FULL SET.CONSTRUCTION ' ALLCON.EDEWNSTBUC0.SHALLBE000000ANCEOITHA0m4 OORRD GROUND Sc. MEIN. DOCUMENRUPWTEDWIMI.LATEST REVISIONS ANDAODENDA.CARRTCATMNA FOR USE 2 CONCRETESHALLBE NOSED,RIOPOLTI0NE0.CONVE EDAM PUCEONACORWNCE WITH NOYSTRUCTURAL CONNECTIONS FOR STEEL ORATNG.1,USE Sr DLL ASTMATOTSOTS GYP BD GYPSUM WALL BOARD SUSP SUSPENDED ISSUED FOR: BVALLPERSONLELIM/OVED WITH THE PROTECT.1Ng8ET ISA 000000 CONIMCT DOCUMENT °HALTER ICI OP THE m15gG STRWGINS ATVs DAYSAND MIX ORWRL SHALL SE UMBSSNOTEDOTHERMISE Hon _ r ONLY FTHE TIIIESHEET IS STAMPED F.CONSfRUCiDMAMRACMSUODE83NESHEET 0FM6 FOLLOWS ALL STEEL W.rcSHALLBEPAWIEOINACCOtOANCE WEHMfi.SONBCONSTNUCIDX OR HOUR AL THIN THROUGH L CONSTRUCTION J T. 1HEAR.ITECTSSDHEDYETBTANP. 0' HEIGHT T O ttPE.COmTRUCTON ]0 DAY 6TRENTHS WAX NIHMUMCBMEM SPECFIGTONAFDIHACCOROANCE WITNASTNAm UNlE94NOTEDOIHERMISE. HT TINNED 0. THE STRUCTURALCOMPCNENTB.ADJACENT CONSTRUCT.CRFACLITIESARE NOT TO BE WAD HEATINGVERTU''ION O. T.. REM:DATE:=ISSUED FOR BY:� ALTERED SY THE CONSTRUCTION PROJECT LNICSSN.EO OINERWISE. (R) RATIO °.TENT f4 ALL MELDS TO BE IRA.F1.T CRESS NOTED OTHERS, . AB CODEIONINO T.O.S. T..STEEL PER OUBCYARO TO TYPICAL 0. SEAL ALL PENETRATIONS THRWOIFlBE ATE0 AREA.WITH V.LLISTED ORME MMBWLL A.SLABS ON GRADE ;OW PS sQH' 6SACM3 T.TOUCH UP.-WELD DRELL.AND WI WELDING TH]COATS.OALVACON(DNC RICH PA . M. INSIDE... APPROVEDFMTERIALS IF APPLICABLE TO THIS FACILITY AND.PROJECT UTE. APPROVES,EQUAL IN INCH WO UNLESS NOTED OTHERWISE TOPPING SUSS INFO IM.MITON 10.CTRACT.TOMONDE A PORTABLE FIRE EXTINGUISHER ITH GUISHERW A RATING. &4 O NOT LE THAN CONCRETE PIERS ON TOWER/POLE NOTES: NBA' IINT NSULATION VERIOR VEIRT VERTICAL Qt 02-19.19�4 M DMo SA P 2A108C WITHIN IS FEET TRAVEL OSTAN.TOA4 PORTCNS.ORGIECTAPFADLWWO EL ALL STRUCTURAL COVCREIE ASCU PB 5O15 81LS.. NC INTERHATIONALBALDNG CODE VFRPYIN FEND ANTENNA RETROFIT CONSTRUCTIONEXCEPT WALLS 1. VERIFICATION TAT TIC 000SED TCWERFOLE CAN SUPPORT THE PROPOSEDANTENNA WW WILD 11.CONTRACTOR SHALL MAZE NECESSARY PROVIBORS TO PROTECT EXIST.COMPLETION EXTENTS, C.CONC0.ETE WALLS 0.0DPB sp.15 OID 9ACK4 LOADING ISTO OF DOFF BY OTHERS. LB9 PWMOS WO WE WIHOUT OF 70-1&18 FINAL JRS FASEMENT&PAVING CURBING ETC.DURING CONSTRUCTION.UPON COMPLETION.WORK P0.0VIDE SUPPORTS FCRTIEANTENMCOA%CABIESTOTIEEIEVAT.OF ALL 000T00 EMLPNO CCMTRACTOR SHALL PELABANY DAMAGE THAT MAY HAVE OCCURRED DUE TOCONSTRUCT. CEMENT SHALL BE AWN C154 PORTU..ANT TYPE WHO. FUTURE ANTENNAS.ANTENNA COAX CABLESARE TO BE SUPPORTED AND RESTRAINEDATME A 054548 PRELIMINARY DMO oN OR ASCOT THE PROPERTY. CENTERS SUOABIE TO THE MANUFACTURE.RBWREMENTS 1;CONTRACTOR SHALL KEEP GENERALW.K AREA CLEAN AND HAZARD FREE DURING 2. POCEDURESHE GENERAL O.TMCETETOR PLACEMENTLL RVgEM08E RE8PoNBIBLEF.MEMEIMODSMD CONSTRUCTION AND OMPOBEOFALL DIRT.DEBRIS AND RUBBISH OfFSRE.CONTI..SHALL PROCEDURES OF CONCRETE PLACEMENT. ABBREVIATED ROOFTOP SAFETY PROCEDURES R PKUTe -cll nw.LErcFEN EW/BARBWIRE I'�1 DRAWNBY:�CHK.: AN.: REMWEEWIMENTNOT 9PECIFEDl3REMAIMN00HTHE MR.E0.tt.P000* SITE BWL & ALL CONCRETE WITH SURFACES EXF09ED TO01*00 O WATER BNML SE ANEMOAINEDW.AN s C NTERUNE 0 • WOW FENCE L DMO I MONO I MONO BELEFT IN CLEANCONOEIONANDFREl FROMPANTSPCTS,OUST,ORBMVOOES.ANY NATURE AIR• TRAINING AGENT CONFORMING TO ARTS LOW CAW,CMS.COLLARD C101T.TOTALALR (WHEN APPLICABLE): - 1&TEOENCAALCONTRAOT.SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONTENT SHALL BE INACW00ANCE WITH AGSIL (E) E%gTIN6 -I -PP00/EROOR CURRENT ISSUE DATE: CONSTRUCTION PRIOR RE.KONMYEEMNCTCIEARLY TO1NE0 BY ME (AS PER0000)NT PREVENTION PROGRAM-BY PERIAMON OP WREN CONSTSUCTION.INC.- I 0lTALLNIIMBFA -'POWER CONSTRUCTION PRIOR TOSC.IMCTDOCUMENT& REINFORCING STEEL SHALL CONFORM TOASTS AM SUPPLEMENT SI).GRADE OS P&gTNN ® GROUND WIRE 02-19-19 4. 1.0000 POLL EXCEPTIONS:ANY BARS SPECIFICALLY SONOTED W TIE DRAWINGS MAIL BE SHBE2 NUMBER �CMN Co...CABLEL H.THE CONTRACTOR BHALLPERFORMWORNDURKNO00/COW MEFERREOHDURSiOAVOD RAGE M,MIO,OM PSI.GRADS 00REINFORCING BARSNDICATEDONO WINGS TO REV1ELOED FALLPS 00001.METHODS AND ECVBMENT �LICENSURE. DHECONNACTOR BUSINESS. SHALL CONFORM TO ARTS ATm.REINFORCING COMPDNO WITNASIMABI5101).BE WELDED ROOF TOP INSTALLATIONS ONLY F...PROPERTY REPORTS INDICATING CONFORMANCE WTHWELDING PROCEDURES F.W.K....E0F.MEOWEHN26'.AN UNPROECT0 RO..0E,THE co....,. SPECIFIED IN A.W.B.DIa ARE SUBMITTED. 1 SPECIAL INSPECTIONS: 15.THE CONTRACT.SHALL PR.DE THE CLIENT PROPER INSURAMGE CERTFICATES NAMING SUPERVISOR ALLOEBI.ATE ATRAINED SAFETY MONITOR TO OBSERVE THE MOVEMENTS MD CLIENT AS ADDITIONAL INSURED.AND CLIENT PROOF OF LICENSERS AND PE SOD INSURANCE 4 REINF.CI.STEEI SHALL BE DETAILED(INCLUDING HOOKS AND BENDS)IN ACCORDANCE WITH ACTIV.3.THE CONSTRUCTION WORKERS. SPECIAL INSPECTIONS IN ACCORDANCE WITH 2O16IBC SECTION 1704. 10 .WALL BE RESPONSIBLE FOR SCHEMING AND COOFDIHATNGALL INSPECTORS ACTS CE014LAPALLCONTNER BAUS RATALLWAENTAT COTINOEAST 30 BM DIAMETERS ORA mom.EARS A.PROW.CORNERBMSS ORA MINIMUM 0 ARaOF MONT.e)ORUNMNCWSTRUOIWE SAFEYMO WOR KIST BEBACgNG.E RooF CORNER WIRE AT LEASTNIMOUMETER6.ANDEND& S-0•.WAOMCENTMATS. EWE.ETC.)AND VERBALACTTANCEOF THECETYMORTCN WORKERS. WTNESAME ROOF SOILS/GE°SORINGI: IT.CAUTION sHowN.CALL BEFORE COMPLETE. BURACTTHETIEE.COUNTIITLOA ANDTEBER GYM.MAT. WBLBED CUBE FABRIC AMINIMUM.FATSDESDDENDS 2 uD000011 PO/NI.o vERBALURTANDE.THBC.BTnucn.w.KERs. 000SE NG INSTALLATION AND MONITORING ` MAY NOT BE COMPLETE.CONTACT THE ONEtALLUTAITYLOUTESEPVICEAMOMMUM. °OBSERVE AND MONITOR EXCAVATION T` ..*'� -�,:.1 al HOURS PD.TOC.STRUCIION OW.Btt. O. WELDED WARE FABRIC SMALL COFORM TOAST.... 3. CWSIRUCTMN'WOLFING WOPRERSTO APPROACH WITHIN 0 OR LESS DEAN UNPROTECTED °VERIFY SOIL BEARING PB BEARING RDOF EDGE.REQUIRES WORKERS70 USE SAFETY LINE. OSUSSURFACE DRAINAGE PLACEMENT y I&CONINACTOR TO DOCUMENT ALL WORN PERFORMED WITH MOT00PAPHS AND SUBMIT TO CLIENT 7. BPBALREINFORCE ,...,ALLBEPLANWLRE CONF.MNGTOASTMABI4.ACEeO,rybA000 ALONOWITHREDUNED CCMTRUCO.SET. BL A. SAFETY UNE SHALL OE BENSON H•DIAMETER NYLON.WITH A.MINALTEN.STREWTH. OVERIFY FILL MATERIAL Y IONSA ANTICIPATEDS COMPACTION 1 CONIMCTOBTODOCUMEMFL.CIANGESMADEINTHE FIELD SY MARKING P(REOLMN0ITIE 0000Tsaao a OPILEOVER PLACEMENT GECASTIDR I.APPROVED CONSTRUCT.SET ARO SUBMITTING THE RM.,SET ToTE WENT UPON I. NDBMSPMIB DETAREOOEOMHMDENEDCOVCONS 9NALLBEFlFLD BENT °PILE PLACEMENT(AUGER CASTIDRR/EN PILE) COMPLETION. 4PECIFlCALLYSODEUMEOORAPPNOVED BTIHE CONSULTANT. 4 SAFETYUNESHALLBE ATTACHED TOASUBSTINTMLMEMBER.THE STRUCTURE. °OTHER =JURISDIGTIONAL APPROVAL: m GTM.FOR COLLON SITES:CONTACT TOYER OYEFROEPRESENTATTVE FORPAOTKTATMN IN BID 14 CODNETEPROTECT.ICOUER)FORRBNF.CNSSTEELB0LLBEAOFOLOYY e' RDDRBUT NOTBESAFETY Lin• YONNHALLBESETALLOYNOCONSTR.n.WORM T000000 EWE IS REINFORCED CONCRETE: TALK -CCN.ETE CAST AGAINST ANSPERMMENRYE/WCaEOTOEMTG a °REINFORCING STEEL AND CONCRETE PLACEMENT SAPETYOELTS0HALL BE WAN BYALL CONSTRUCT.WORKERS °PRESTRESSEDIPRECAST CONCRETE FABRICATION AND ERECTION Ft.GENERAL CONTRACTOR ISTO COMPUTE ALL POWER INSTALLATIONWIIN POWERCOMANYAS .CONCRETE EXPOSED TO EARTH ORWFATNER T °BATCH PLANT INSPECTION REQUIRED.CONTRACTOR TO REPORT POWERNST00T000 COOPDIIATONBOLJTICUSITO (E EARS OR URGER) z MOUTHY SAFETYNSFECTON AND FWNTENMCE OF THE FALL PROTE.oN SWIPMENTBiML °SHOTCROE NETWORK CAPPoER0.FPPFSENTATIVF.PROJECT C.3TRUCT.NANWOERMAMCHIECT. (IB EMS.SMALLER) 1WY 4 WC.BY THE SAFETY COMMITTEE REPRESENTATIVE&NCLUDIN0 °GROUTING ]L ANY SUBSTITUTIONS OF NATEOWAANDIOREWPMEM.MUST SE MPRO.£DSY OEM -CONCRETE NOT EXPOSED TO WEATHER OR N CONTACT NM.WED INSPECTION.CONSTRUCT.AREA FOR HA2IR. °OTHER CONSTRUODNNARNIM (SLABS,WALLS AND JOISTS)(NI MOTS AND SMALLER) SY USE OP AN NSPECTON WE.. (BEAM&COLUMNS)(PRIMARY REINF.CEMENT.TE8.80PoRUPSSPWLS) 11G• PNIVI REWNO COWORKERS REWRITE...FEW CONCERNS STRUCTURAL STEEL: W.'THE CASE.ROOPT0 SOLUTIONS FOR EQUIPMENT ANDS M AMENNAPMEB WHORE REPORTN0M000CUMENTNO ANY HAZARDS °FABRICATION AND SHOP WELDS PROPRIETARY INFORMATION: PENETRATIOR OF 0103UI WOPODFINOIMTE11AL8OCCUR.TIE GENERAL CDNTMCT.SHALL II.BIOS SHALL BE SUPPORTED ON CHAIRS.DOMBRICKS. REPORTING IWAMOTO.SAFETY COJMIREE F.CONBCERATION COORDINATE WITH BUILDING OWNER AND BUILDING ROOFING°.TRACTOR.RECORD FOR POSTING RESULTS.INSPECT.AXDA.ACTON TAXER °ERECTION AND FIELD WELDS AND BOLTING DO NOT SCALE DMWN0.9.CONTRACTOR MUST VERIFY STATION,PAT.,REPAIR OR ANYAUONWTATON TO THE RO.-AND NAVE THE WORK 12 ANCHOR BOT9 TOCORFO0MT0 ABTMAOO. RECEIVING AN UNBIASED REVIEW.ONES OWN WCRKMEA BY ANOTHER COWORKERS/M °OTHER ALLTSCAL DRAWNDS.ADVISE CONTRACTOR MS.ARIF GUARANTEED UNDER THE ROOFNGCCNIMCT.q WARRANTY FOR MOISTURE PENETMTDN. REPRESENTATIVE AND OTHER FUTURE BREACH.ROOFING INTEGRITY. t&NOMSMRMNGROUTSNALLBEFURNI8HE0 BYANAPPROVED MANUFACTUPER AM SHALL SE EMORB AND OMISSIONS.ALLPREVIW6 ISSUES.THIS W..THE CASE.ROOFTOP SOLUTIONS WITH THE INSTALLATION.AMOEASWITHIN CONCEALED MDIEDAND PUCEDINSIRIOTAWORDANCE WHINE MANUFACTURERS PUBLISHED REFER TO ROOFTOP..NAREASIFETY PROTOCOLORAWTNDARE SUPERSEDED D BY'MUTEST REVIN. RECOMMENDATIONS GROUT STRENGTH SHALL BEAT LEAST EWALTO THE MATER.ONWHIDX TIONALASSOOATI..TOWEREBECT.SmNFUBLLCATOR STRUCTURAL ALUMINUMIC THE 00IOIETOR BY CONTAINED ZANY USE OR UET 0SNL000E FDOCUMENTS (SHROUDED)BIIPPORTFRAMEB ORTRIPOD&THE GENERAL CONIPACT.SHALL COCROHATE EIS PUCEO(&OLD PSI MMMNM} °FABRICATION AND SHOP WELDS OTNERRITAN WHCXIASREUTEDT NAMED CLIENT qE WITH THE FRP DEB(IER/FABPoCATOR TO ENSURE THAT THE FINAL FRP SHROUD ES SMUTATNG BN REFERENCED OSHA REGUUTMXDSTANDARDS SHALL BE REVIEWED BY TOWER ERECTORS, °ERECTION AND FIELD WELDS AND BOLTING MP0ARANCE)001000TED EXIST.EXERI000EOWOOING FACADE MATER/AIR,TEXTURES.AND 1 ALLEXPANBONMCN.STOBEH..o.7.D.AOEBNEMCH.SREWBE TESTING TX EQUIPMENT INSTALLERS.AND TOWER/ROOF T.C.TPACTOQSSUBCCMRACTORa °OTHER STRICTLY PRdIgI1W. COLOR& CONTRACT.SHALL FURTHERMORE ENSURE THEE.COUNTERSUNK a.C.FI.CAPACITY UNLESS WAILED BYENONEER. CFR 10M500-SCOPE,APPUCAWN,ARDOUR:MONS DRAWING TITLE: FASTENERS IN ALL FRP CONSTRUCTION.WHEN PHOTO SIMULATIONS ARE PROVIDED,TIE nun 198.501-DUTY TO HAVE PALL PROTECT. O.TRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN 10CFR 1020502•FALL PROTECTION SYSTEMS CRITERIA AND PRACTCES STRUCTURAL MASONRY: PHOTO SNLYATMNS.SH. EGO DRAW SHALL BE PROV TOED TO THE GENERAL°.TRACT. CONSTRUCTION COORONATORA AND ARCHITECT PRIOR TOFANRCATIW AND CONSTRUCTION. °CONTINUOUS GENERAL NOTES CALL TWO WORKRD DAYS °PERIODIC 3& RCoFTOP ROWSF.EQUPMENTMOORANTENFW ALL CO WHERE BEFORE YOU OIGI °OTHER ANCHORING WITH CONSULTING SUBISUCTION OC ToRS AND WALL CONFIRM(PRIOR TO DRAWING NUMBER: SP00 CEOND)WITH TENSION TEND NS WIT.CONSTRUCTION COORDINATORS.-REED ARCHITECT811 PNESENOENT PORT TEN CHANGE THE DENRO BUIL.W-REBDRAWINNG SET OTHER NONE REQUIRED UNOCCIMENTED NTHON OF RNOBULCBD•M-BLALTRETE%MBEDDEDSHADING I .IN AN THE OSTTNSONSU S LETONIO PRESNTB CONTRACTOR ALTEEL NOL PROVISIONS FOR NTPOSTTENBON SUS 90LVT.gPPESENTPENETRACT.3EALl WCLUOE !ATONAL UTILRIE9 UNDERGROUND LOCATE G 1 2 1 PRGV0I.S FccURS. OCEWREB(INCLUDED INBD)FOR ALL PENETRATONAREASWIERE ANCHORING TO CONCRETE: McloPoNGx.Rs °BOLTS INSTALLED IN CONCRETE °POST-INSTALLATION ADHESIVE ANCHORS RO'^"O"""F"�'®'"'""°"""'A °POST-INSTALLATION MECHANICAL ANCHORS CEI JOB NUMBER 3CI4C/5C/4TXRX 17-09245