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<br /> GENERAL NOTES: 26 ��T`E`�,�s NDALLCTOTNERG�E ERALnE O 5(WHEREAPPUCABL'E).PLASTICZIPTIESB� STRUCTURAL STEEL NOTES: SYMBOLS AND ASBREVIATIONS
<br /> � SHALL NOT BE PERMITTED FOR USE ON CLIENT PROJECTS.RECOMMENDED MANUFACTIN2E SMALL NC AlR CONDITIONING - MAX MAXIMUM -
<br /> 1. DRAWINGSARENOTTOBESCALED.WRITiENDIME�SIONSTAKEPRECEDENCE,THISSETOF BE:PANWRCORP.METALLOCKINGTIESI+WDELNO.MLTISGPUNDERSERIES304(OREUUAI) 1• SHOPDRAWINGSFORSTRUCTURALSiEELSHAiIBESUBNI'f7EDTO7HECONSULTANTPOR AGL ABOVE6RADELEVEL MECH MECHANICAI
<br /> DOCUMENTS ISINTENDEO TO BE USEO FOR�IAGRAMMATIC PURPOSES ONLY.UNIESS NO7ED � � PpNDUR PRODUCT DISTRIBUTED BYTRIARCOF TACOM0.WA � REVIEW PRIOR TO fABPoCATION. APPROX APPROJ(IMATELY MTL MEiAI ����
<br /> � OTHERWISE.THE GENERAI CON7RACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL � � MFR MANUFACTURE
<br /> MATERIALS.EQUIPMENT.UIBOR,ANDANYREQUIREMENTSDEEMEDNECESSARYTOCOMPLETE � DES�GN CRITERIA. �. STRUCNRALSTEELUESIGN.PABRICATpNANDERECTION(MICLUDINGFIELOWELDING,HIGH BLDG BUILDING MGR MANAGER .
<br /> PROJECTASDESCRtBEDINTHEDRAN7NGSANDOWNER'SPROJEC7MANUAL STRENGTHFIEIDBOITING.FJ�ANSIONBOLTS,ANDTHREAOEDEXPANSIONANCHORS)SHALLBE BlK BIOCKING MIN MINIMUM
<br /> � � BASEO ON THE 0.1.S.1'SPECIFICATION FOR THE DESIGN.FABRICATION,AND ERECTION OF B.O. BOTTOM OF � � MISG M�SCEILANEOUS
<br /> 2. PRIOR TO THE SUBMISS.ON Of BIDS,CONTRACTORS INVOLVED SHALL VISR THE JOB 517E TO � TNE STRUCTURAL DESION OF THIS PROJECT IS IN ACCOROANCE WfTH 7HE 20151NTERNAT�ONAL STRUCTURAL STEEL WR BUILDINGS'LATEST EDff10N.SUPERVISIOId SHALL BE IN ACCORDANCE B.O.S. BOTTOM OF STEEL Your world. Delivered.
<br /> � PAMIIIAHiZETHEMSEWESWITHALLCONDITIONSAFFEC7INGTHEPROPOSEDPROJECT. BUILDINGCODEWffHWASHINGTONSTAiEBUILDINGCOOEAMENDMENTS{2015�BC) . � WITH2O161BCCHMTER72,BYAQUALIRED7ES71NGAGENGYDESIGNATEDBYhIECONSULTANT. N/A NOTAPPUCABLE
<br /> CONTRACTORS SHALL VISIT THE CONS7RUCTION SI7E WITH THE CONSTRUCTIONlCONTRACT � . - THE CONSULTANT SHALL BE FURNISHED WITH A COPV Of ALl INSPECTON REPORTS AND TEST� CLG CEILING NIC NOT IN CONTRACT ,
<br /> DOCUMENTS TO VERIFY FlEID CONDITIONSAND CONFIRM THAT THE PROJECT N7LLBE DESiGN LOADS .. RESULTS � CLR CLEAR N.S. NEAR SIDE �
<br /> ACCOMPUSMED AS SHOWN.PRIOR TO PROCEEDING WITH CONSTRUCTION,ANY ERROR$ � � �ESiGN DATA FOR 7HE CITY OF EVERETT.WA . � � � CMU CONCRETE MASQNRY UNIT NTS NOT TO SCALE �
<br /> . OMISSIONS,ORDISCREPANCIESSHAILBEBROUGHTTOTHEATTENTIONOFTHE . . � � � 8. STRUCNRAISTEELSHALLOONFORMTOTHEFq.LOWINGREQUIREMEMS: CONC coricaere � � . PiANSPREPAREDBY:
<br /> ARCHITECTRNGINEER VERBALLYAND IN W121TING. � � � � -ROOF SNOW LOAD ZO psf � CONST CONSTRUGTION O.C. ON CENTER
<br /> � � ' � � � �� � TVPEOFMEMBER� CONT � CON7INUWS 0.0. OUiSIDEDIAMETER � �
<br /> 3. THE ARCHITECTS7ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION -BASIC WIND SPEED 710 MPH(3 SEG GUST) . � � - .. � � � OM OVERHEAD � � � �COiaNEA13TON�
<br /> � ANDCONTRACiDOCUMEN7S7HECOMPLETESCOPEOFWORK.CONTRACTOR581DDINGTHEJ08 . � . � A. WIDEFIANGESHAPE ASTMA982;Fy50KS1 DBL DOUBLE �'� gNO1NEtPINO.IH0. �
<br /> � ARE NEVERTHELESS�CAUTIONE�THAT MINOR OMISSIONS OR ERRORS IN iHE DRAWINGS AND OR� -WlNO EXPOSURE C � . B.� OTHER SHAPE,PUITES AND ROD ASSM A38,Fy 38 KSI �. DINO DIAMfTER PLCS PLACES �
<br /> SPECIFlCATONS SYIALLNO7 EXCUSE SAID CONIRACTOR FROM COMPLETING 7HE PRQIECTAND�� �. � � C. PIPE COLUMNS � ASTM A53.Fy 35 KSI DIAG � DIAGONAL PLYN'D PLYWOOD . � � � � .
<br /> :MPROVEMENTS IN ACCORDANCE UflTH THE INTEM OF THESE DOCUMENTS.7HE BIDOER SHALL ,. ��DE COMPLIANCE. D. STRUCNRAL NBING ASTM AS00,Fy4B KSI DN DOWN PRQI PROJECT 78928 WOODINVILIE�tEDMOND RD NE,SUITE 210
<br /> BEARTHERESPONS191UNOFNOTIFYWGpNWRtTING)THEARCHITECTIENGINEEROFANY �� � � E. ANCHORBOLTS ASTMA307 � � DET OETAIL PROP PROPERTY � � WOODINVILLE,WA98072 �
<br /> � CONFL1Ci5,ERRORS,OR OAdIS510NS PRIOR TO SUBMISSION OF COMRACTORS PROPOSAL.IN THE - � P. CONNECTION BIXTS ASTM A325 OWG ORAWING . . PSF PWNOS PER SOUARE FOO7 � �� PHONE:425.487A792
<br /> EVENT OP DISCREPANCIES 7HE CONTRACTOR SHALL PRICE THE MORE COSRY OR EX7ENSIVE �ALL WORK AND MATERIALS SHALlBE PERfORMEO AND MSTALLED IN ACCORDANCE N7TH THE � � � FSI POUNDS PER SQUARE INCH
<br /> WORKUNLESSDIREC7EOOTHERN7SE. CURRENTEDIiIONSOFTHEfOLIOWINGCO�ESASADOPiE08Y.THEIOCAIGOVERNINGAU7HORITIES. q, qLLMATERIALTOBEHOTDIPPEDGAIVANIZEDAF7ERFABRiCAT10NPERA723/A123M-13. EA EACH PT PRESSURETREATE� �^1��CORNERSTONE-ENGR.COM
<br /> . . �NOTHING IN THESE PLA4S IS TO BE CONSTRUCTED TD PERMR WORK NOT CONFORMING TO TIESE . EL ELEVATION � � � �
<br /> � 4. THE GONTRHCTOR SHALL SUPERVISE AND DIRECT TME PROJECT DESCRIBED IN THE CONTRACT �� ��5�� � . 6. ALL WEIDING SHALI BE IN CONfORMANCE WITH 0.LS.L ANO AWS STANDAROS AND SHALI BE ELEC ELECTRICAL RAD RADIUS PROJECT INFO:
<br /> DOCUMENTS.THE CONTRAGTOR SHALI BE SOLELV RESPONSIBLE FOR All CONSTRUCTION - � � PERFORMED BY W.AB.O.CERTIFIEO WELDERS USING E70XXELECTRODES.ONIV PREQUALIPIED EQ EQUAL REQ REQUIRED
<br /> MEANS,METHODS,TECHNIal1E5.SEQUENCES,AND PROCEDURES FOit COORpNATING ALL � BUILDING/OWELUNG CODE 201618C(STATE BUILDING CADE,WAC CHAPTER 51fi0) WELDS(AS DEFINED BYAWS)SHALL BE USED.WELDING OF GRADE 00 REINFORCING BARS(IF EQUIP EQUIPMENT . RM ROOM � . .1
<br /> PORT�ONS OF THE WORK UNDER THE CON'fRACT. 20161RG(STATE BUILDING CODE.WAC CHAP7ER 5i51) REQUIRED)SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES.WELDING OF GRADE 40 E.W. EACH WAY . RO RWGH OPENING � SN9 1
<br /> . � � STRUCTURAL CODE 20151BC(STATE BUILDING CADE,WAC CHAP7ER 5750)� REINFORCING BARS QF RE�UIRED)SHALL BE PERfORMEO USING E70 XX ELECTRODES.WELDING EXT EXSERIOR �
<br /> 5. THE CONTRACTOR SHALL INSTAIL ALL EQUIPMENT AND MATERIALS ACCORDING TO ���� WECHANICAL CODE 20161MC(3TATE BUILDING CODE,WAC CHAPTER 5152) WITµIN 4'OF COLD BENDS IN REINFORCING STEEL 1S N07 PERM�l7E0.SEE REINFORCING NOTE SCH SCHEDULE .
<br /> MANUFACTURERSNENDOR'SSPEdFICATONSUNLESSNOTED07HERWISEORNMERELOCAI .FNtEAJ ESAFEttCOOE 20751rC(STATEBIHLDING�COD WACCHAPTER 1SM)R�' � FORMATERIALREQUIREWENi50FYVELDEDBARS. FLUOR FLUORESCENT S1M 5�,;�aR - EVERETT HWY 526
<br /> CA�ES OR ORDINANCES TAKE PRECEOENCE. � �
<br /> � 8. COLPFORMED STEEL FRAMINO MEMBERS SHALL BE Of TNE SHAPE.SIZE,AND GAGE SHOWN ON FLR FLOOR SPEC SPECIFICATION
<br /> FACIIIN IS UNMANNEDAND NOT FOR MUTAAN HA&TATION.MANDICAPPEDACCESSREQUIREMENTS ARE
<br /> B. AlL WORK PERfORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT THE PLANS.PROVIDE MINIYUM SECTON PROPERTIES INDICATED.ALL COLO�FORMED STEEL F.S. FAR SIDE SF SQUARE FOOT
<br /> ACCORDANCE W17H ALL APPIJCABIE CODES.REGULATIONS,AND ORDINANCES.CONTRACTOR NOT REQUIRED IN ACCORDANCE 1M7H THE 201618C BUIIDING CODE. � ffiAMING SHALL CONFORM TO7HE AI.S.1.'SPECIFiCAT10N FOR THE DESIGN OF COLD-FORMED FT FOOT SS STAINLESS STEEL 209 EAST CASINO ROAD
<br /> SHALL G4VE ALL NOTICES AND COMPLY YNTH ALL LAWS,ORDINANCES.RULES,REGULATIONS AND . � � STEEL STRUCNRAL MEE�ERS.' � Slt S7EEL
<br /> LAWFULORDERSOFANY%16UCAUTHORITY,MUNICIPALANDUTILITYCOMPANYSPEqFICATIONS,�� CONCRETE NOTES. � - � GA CaAUGE S7RUCT STRUCTURAL EVERETT,WAJBZO$
<br /> � AND LOCAIAND S7ATE JURISDIG716NAL CODES BEARING ON THE PERFORMANCE OFTHE WORK�. 7. BOLTED CANNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS(3/4`DIA.)AND SHALL HAVE A GALV GALVANIZED STD STANDARD SNOHOMISH COUNTY
<br /> �1: ALLCONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WfTH AC131d MINIMUM OF TWO BOLTS UNLESS NOTED O7HERWISE. G.Q GENERAL CONTRACTOR SQ PT SQUARE FOOT
<br /> 7. GENERALCONTRACTORSHALLPROVIDE.A77HEPROJECTSITE.AFULLSETOFCONSTRUCTION � GRND GROUND SQIN SaUAREINCH � .
<br /> DOCUMENTS UPDATED WITH 7HE LATEST REVISIONS AND ADDENDAOR CLARIFICATONS FOR USE y CONCRETE SHALL BE NIXED.PROPORTONED.CONVEYED AN�PUICED IN ACCORDANCE WITH 8. NONSTRUCTURAL CONNECTIONS FOR STEELGRATING MAY USE 5l8"DIA.ASTM A30780LTS GYP BD GYPSUM WALL BOARD . SUSP SUSPENDED ISSUED FOR:
<br /> BYALLPERSONNEtINVOIVEDNATHTHEPROJECT.THISSETISAVAUDCON7RACTOOCUMIENT � UNLE9SNOTEDOTHERWISE. �
<br /> � CHAPTER 190F THE 20151BC.STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS �
<br /> ONLYffTHETiTLESHEETISSTAMPEO'FORCONSTRUCTION"ANOEACHSUCCESSNESHEETBEARS F�O� - � HORZ HORQONTAL THK nncrc CONSTRUCTION
<br /> THE ARCHITECTS S�GNEO WE7 STAAiP. � � � B.� ALL STEEL WORK SHALL BE PPJNTED IN ACCORDANCE WITli THE DESIGN&CONSTRUC710N . HR HOUR � � THRU THROUGH
<br /> TYPEOFCONSTRUCTIqV 28DAYSTRENTHS W!C MINIMVMCEMENT � SPECIFICA710NANDINACCARDANCEN7THASTMA36UNLESSNOTEDOTHERWISE. 117 HEIGHT � TNNG 71NNED �
<br /> 8. 7HESiitUCTURALCOMPONENTSOFAQIACENTCONSTRUCTIONORPAGLITIESARENOTTOBE � . � HVAC HEATINGVENTILATION 7.0. TOPOF
<br /> � ALTERED6YTHISCONSTRUCTIONPROJECTUNLESSNOTEDOTHERWISE. �: � � (�c) RATIO CONTENT 70. AILWEIOSTOBE7f4'FILLE7UNLESSNOTEDO7HERWISE. AIRCONDITIONING � T.O.S. TOPOFSTEEL REV::DATE-ISSUEDFOR: BY:
<br /> PER CUBIC YARO �
<br /> . � .. � NP TYPICAL
<br /> 6. SEAL.AIL PENETRATIONS THROUGH FIRE-RATEO AREAS WITH LLL.LISTED OR FIRE MAPSHALL � . 71. TOUCH UP ALL FIELD DRIWNGAND WELDING WITH Z COATS OF GALVACON(ZINC RICH PAIN�OR I.D. INSIDE DIAMETER � � � � � �
<br /> A. SLABS ON GRADE 2b00 PSr s 0.45 . 6 SACKS �
<br /> �-APPROVE�MATERIALS IF APPL1CABlE TO THIS FACILIN AND OR PRQIEC7 SITE. � - APPROVEp EQUAL. � . � IN INCH UNO UNLESS NOTED OTHERWISE � �
<br /> . . . � �� � .TOPPINGSLABS �� � �/ � � INFO INFORMATION � � �
<br /> 10. CONTRACTORTOPROVIDEAPORTABLEFlREEXfINGUISHERWITHARATINGOFNOTLESSTHAN . CONCRETEPIERS �� TOWERlPOLE NOTES. � INSl1L �INSULATION VERT VERTICAL � � � .
<br /> . - . &AAR2-A108CWtTHIN75FEETTRAVEIDISTANCETOALLPORTIONSOFPROJECTAREADURING . ��.8. ALLSTRUCNRAtCONCRETE 4.00OPSI s0.45� Q�tf2SACK5 � � . ��INT � INTERIOR V.LF. VERIFYINFIELD �
<br /> �. CONSTRUC730N.� � � � � . EXCEPTWALLS � � � � �BC INTERNATIONALBUILDINGCODE . .
<br /> 1. VERIFICATION THA7 THE PROPOSED TOWER/POIE CAN SUPPORTTHE PROPOSED ANTENNA
<br /> N. COMRACTOR SliALL MAKE NECESSARY PROVISIONS TO PROTECTEXISTING IMPROVEMENTS, �.� . �� � , LOADING IS TO BE DONE BY O7HERS. � . LBS POUNDS � 1N�0 WI HOUT Q 10-71-17 FINAL JRF
<br /> C. CONCRETEWALIS 4,OOOPS� s0.45 6�12SACKS
<br /> EASEMENTS,PAV�NG,CURBING,ETC.DURING CONSTRUCTION.UGON COMPLETION OF WORK � � . � � WP WA7ER PROOF ��
<br /> CONTRACTORSHAiLREPAIRANYDAMAGETHATMAYHAVEOCCURREDDUETOCONSTRUCTION - . � 2. PROVIDESUPPORTSFORTHEANTENNACAAXCABLESTOTHEELEVATIONOFALLINITIALANO �
<br /> ON OR ABOUT THE PROPERTY. . CEMENT SHALL BE AST�1 C150,PORTIAND CEMENT NPE Y U.N.O. . FUTURE ANTENNAS.ANTENNA COAX CABLES ARE TO BE SUPPIXtTED AN�RESTRAINED AT THE � � Q 'IO-O417 PRELIMINARY JRF
<br /> � � - � CENTERS SUITABIE TOTHE MANUPACTURER'S REQUIREMENTS.
<br /> 12. CONTRACTORSMALL KEEP C,ENERAL WORKAREA CLEAN AND HAZARD FREE OURING �. 2. TME GENERAI CON7RACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND �
<br /> CONSTRUCTIONANDOISP06EOFALLDIRT,OEBRIS,ANDRUBBISHOFPSITE.CANTRACTORSHALI . PROCEDURESOFCONCRETEPLACEMENT. ABBREVIATED ROOFTOP SAFETY PROCEDURES R PLATE CHAIN{INKFENCE DRAWNBY:-CHK.: APV.: .
<br /> REMWE EQUIPMENT NOTSPECIFIED AS REMAINING ON THE PROPERN OR PREMISES.SITE SHALL 3. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SMAIL BE AIR�ENTRAINED WI7H AN � CENTERLINE CHAINIINK FENCE W/BARB WIRE ,JRF MWO MWO
<br /> BELEFT�NCI.EANCONDITIONANDFREEFROMPAMTSPOTS,DU3T,ORSMUDGESOfANYNATURE.� AIR-ENTRAININGAGENTCONFORMINGTOASTMC280.C496.C618.C989ANDC7017.TOTALAIR (�NHEN APPLICABLE): � Woo�FEN�E
<br /> . CONTENT SHALL 8E IN ACCORDANCE WITH ACI 318 . (E) EXISTNG - 7 T - TEIEPHONE CURRENT ISSUE DATE:
<br /> 1S. THE GENERAL CONTRACTOR SHALI RECEIVE WRI7'lEN AUTHORIZATION TO PROCEED WI7H � jAS PER'ACCIDENT PREVEMION PROGRAM'-BY PERMISSION OP WREN CONSTRUCTION,INC.- -P -P - POWER
<br /> CONSTRUCTIONPRIORTOSTARTINGWORKONANYITEMNOTCLEARLYOEflNEDBYTHE � q, REINFORGNGSTEELSHALLCONFORMTOASTMAB76pNCLUDINGSUPPLEMENTS�),GRADE60, 03/O7l98) 7� DETAILNUMBER
<br /> CONSTRUCTIONORAIMNGSICONTRACTDOCUMENTS. � x+� SHEETNUMBER - GROUNDWIRE 10-11-17
<br /> GRAD 40,iY-40,000 OSIO.GRADE80 REIN ORCING BAR3IND CA ED ON D A1M GS TO BE WELOED FALL PROTECTION METHODS AND EQUIPMENT �� COAXIAL CABLE � �
<br /> t4. THECONTRACTORSHAILPERFORMWORKOURINGOWNER'SPREFERREDHWRSTOAVOID �qLLCONFORMTOASTMA700.REINFORCINGCOMPLYINGWITHASTMABtS(S1j.MAYBEVYELDED ROOFTOPINSTALLATIONS - LICENSURE:
<br /> DISTURBING N�2MALBUSINESS. ONIY IF MATERIAL PROPERTV REPORTS INDICATING CONFORMANCE WI'iH WELDING PROCEDURES �
<br /> 15. THECONTRACTORSHILL�PROVmE7MECLIENTPROPERINSURANCECERTIFICATESNAA7ING �ECIFIEDiNA.W.S.DI4ARESUBMITTED. 1. FORWORKBEINGPERFORMEDWITHW25'OfANUNPROTECTEDROOFEDGE,THECONSTRUCTION SPECIAL tNSPECTIONS:
<br /> CLIENTpSADDITIONAUNSURE9.ANDCLIENTPROOFOFLICENSE(S�ANDPEBPDINSURANCE. � SUPERVISORSHALLDESIGNATEA7RAINEDSAfEtVMONI70RTOOBSERVETHEMOVEMENTSANO
<br /> 5. REINFORCINGSTEELSHALLBEDETAILED(INCLUDINGHOOKSANDBENDS)INACCORDANCEWITH ncrwiriEsoFTHecoNsraucriotuwon�Rs. SPECIALINSPECTIONSINACCORDANCEWITH2O15IBCSECTION1704. ��SvysYO
<br /> � AC1375AND318.LAPALLCON7INUWSREINFORCEMENTATLEAST308ARDIAMETERSORA� � � h�
<br /> 18. CONTRAC70R SHALL BE RESPONSIBLE FOR SCMEDULING AND COORDINATING ALL IRSPECTIONS � MINIMUM OF 2'-0'.PROVIDE CORNER BARS ATALL WALL AND FOOTING INTERSEC710NS.LAP Z. SAFETY MONITOR SHALL WARN CONS7f2UCTION WORKERSOF HAZARDS(I.E.,BACKING UP TOWARD ���' ~ �
<br /> �17. CAU710N!CALL BEFORE YOU DIG!6URIED UTIU7IES EXIS7IN THE AREA AND UTIUiY INFORMATION CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0'.LAP ADJACEM MATS OF A ROOF EDGE,ETC.)OR UNSAFE ACT1ViTiES.THE SAFEN MONITOR MUST BE ON THE SAME ROOF SOILS/GEOTECHNICAL: � eti� q ' O Z
<br /> �WELDED WIRE FABRIC A MINIMUM OF 8'AT SIDES AND ENDS. � AND WITHIN VISUAL AND VERBAL DISTANCE OF THE CONS7RUC7ION WORKERS. OSHORING INSTALLATION AND MONRORING
<br /> SHOWN MAY NOi.BE CAMPLETE.COMTACT THE ONECALL UTILITY LOCATE SERVICE A MINIMUM OF ��
<br /> 3. CONSTRUCTION INVOLVING WORKERS TOAPPROACH WITHIN B'OR LESS OFAN UNPROTECTED �OBSERVE AND MONITOR EXCAVATION Q
<br /> <BHOVRSPRlORTOGONSTRUG710N.DIAI.ett � . � � � 3Y2W
<br /> . e. WELDEO N7RE FABRIC SHALL CONFORM TO ASTM A485. � ❑VERIFY SOIL BEARING pSf BEARING 'QFr, '
<br /> � ROOF EDGE,RE�UIRES WORKERS TO USE SAFEtt LINE. 5 �
<br /> 18. CONTRACTOR TO DOCUMENT ALL WORKPERFORMED WITH PHOTOGRAPHS AND SUBMIT TO CUENT � SPIRAL REINFORCEMEN7 SHA�L BE PLAIN WIRE CONFORMING TO ASTM A675,GRADE 60,fy�0,000� � ❑SUBSURFACE ORAINAGE PLACEMENT � `SS/p�t�
<br /> . ALONG WITH REDLlNED CONSTRUCTION SE7. ' � � . PS� � . . 4. SAFEN LINE SHALL BE MINIMUM Y.'DIAMETER NYION.W1TH A NORAtNAL TENSILE STRENGTH OF � ❑VERIFY FILL MATERIAL AND COMPACTION � � � ,p/`�'�'
<br /> 7B. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BV MARK�NG UP(REDLINING)THE. , 6400 LBS. � ❑VERIFY CONDITIONS AS ANTICIPATED . .. � �
<br /> � .APPROVED CON57RUC7ION SETAND SUBMfTTING THE REDLINED SET TO THE CUENT UPON 8� NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHAIL BE FIELD BENT UNLESS ❑PILE PLACEMENT(AUGER CAST/DRNEN PILE) �
<br /> . � � . SPEqFICALI�SO DETAILED OR APPROVED BY THE CONSULTlWT. 5. SAFETV LINE SHALL BE ATfACHED TOA SUBSTANTIAL MEMBER OF THE STRUCTURE � ❑QTHER JURI3DICTIONAL APPROVAL:
<br /> . COMPLETION. . . � . � �� � .
<br /> .20. FOR COLLOCATON SITES:CONTACT 70WER OWNER REPRESENTATIVE POR PARTICIPATION IN BID �0. CONCRETE PROTECTION(COVER)FOR REINFORCING STEEL SNALL BE AS FOIIQWS: � B. SAFEN LINE LENGTH SHALL BE SET ALLOWINC>CONSTRUCTION WORKER TO REACH EDGE OF � � � �
<br /> . ROOF,ourNOTsevoNn. � REINFORCEDCONCRETE: .
<br /> WA�k � � � � •CONCRETE CASTAGAINST ANO PERMANENTLY EXPOSED 70 EARTi � 3" . � ❑REINFORCING STEEL AND CONCRETE PLACEMENT
<br /> �. snFetv ee�rs sHn��ee woaN ev r,u coNsreucnoN woa�Rs. ❑PRESTRESSEDlPRECAS7 CONCRETE FABRICATION AND ERECTION
<br /> � 21. GENERAICONTRACTORISTOCOORDINATEALLPOWERINS7ALLATIONWI7HPOWERCOMPANYAS � .CONCRETEEXPOSEDTOEARTHORWEA7HER � � �
<br /> RE�UIRSD.CANTRACTOR TO REPORT POWER INSTALLATION COORDINATION SOLUTION(S)TO � � 8. MONTHLY SAPETV INSPECTION AND MNNTENANCE OF THE FALL PROTECTION EOUIPMENT SHALL � ❑BATCH PLANT INSPECTION .
<br /> �NEPNORKCARRIERREPRESENTATNE,PROJECTCONSTRUCTIONMANAGERANDARCHITECT. . � (�BARSQRLARGER) 2" ❑SHOTCRETE
<br /> � (k5 BARS ORSMALLER) 1 1/2' OCCUR BY THE SAFETYCOMMITTEE REPRESENTATNES,MCLUDING . .
<br /> ❑GRQUTING
<br /> 22. ANY SUBSTffU710NS Oi MATERIAi.S AND/OR EQUIPMENT.MUST BE APPROVED BY CLIENT � .CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND � INSPECTION OF CONSTRUCTION AREA FOR HAZARDS pOTHER � � �
<br /> CONSTRUCTION MANAGER. �
<br /> (3LABS,WALLS AND JOISTS)(#71 BARS AND SMALIER) 3/4^ USE OF AN INSPECTION CHECKLIST
<br /> 23. IN THE CASE Of ROOFfOP SOLUTIONS FOR EQUIPMENTAND/OR ANTENNA FRAMES WMERE � (BEAMS,COLUMNS)(PRIMARY REINFORCEMENT,71E5.STIRRUPS,SPIRALS) 7 V2" INTERVIEIMNG COWORKERS REGARDING SAPETY CONCERNS STRUCTURA�STEEL:
<br /> REPORTING AND DOCUMENTING ANY HAZAROS
<br /> PENETRATtON OF EXISTING ROOFlNG MATERIALS OCCUR,TiE GENERAL CONiRACTOR 3HAlL » gpRS SHALLBE SUPPORTEDON CHAIRS OR DOBIE BRICKS. REPORTING HAZARDS TO THE SAPEttCOMMITlEE FOR CONSIDERATtON �FABRICATION AND SHOP WELDS PROPRIETARY INFORMATION:
<br /> COORDINATE N17li BUILDING OWNER AND BUILDING ROOPING CONTRAC70R OF RECORD FOR . POSTING RESULTS OF INSPECTION AND ANYACTON TAKEN OERECTION AND FIELD WEL0.S AND SOLTING
<br /> INSTALLATION,PATCH,REPAIR OR ANY AUGMENTATON TO THE ROOF,AND HAVE THE WORK .�y, qryCHOR BOITS TO CONFORM TOASTM A307. RECEIVING AN UN8IASED REVIEW OFONE'S OWN WORKARE4 BY ANOTHER COWORKER SAFEN OOTHER DO NOT SCALE�RAWINGS.CONTRACTOR MUSf VERiFY
<br /> GUARANTEED UNDER 7ME ROOFING CONTRACTOR'S WARRANN FOR MOISTURE PENETRATION OR REPRESENTATNE ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY
<br /> ANO OTHER PUTURE BREACH OF ROOFING WTEGRITY. 73. NONSHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHAI.L BE ERRORS AND OMISSIONS.ALL PREVIOUS ISSUESOF hIIS
<br /> 24. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALIATION OF AN7ENNAS WITHIN CONCEAIED MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S.PUBLISH£0 REFER TO ROOFTOP WORK AREA SAFEiY PROTOCO� STRUCTURAL ALUMINUM: �DRAN7NG ARE SUPERSEDED BY THE lATE5T REVISION.
<br /> (SHROUDEDjSUPPORTFRAMESOR7RIPODS.THEGENERALCONIRACTORSHALLCOORDINATE RECOMMENDATIONS.GFOUTS'fRENGTHSHALLBEATLEASTEQUALTO7HEMATERIALONWHICH NATIONALASSOCIATtONOFTOWEREREC70RS2000PU8LICATiON THEINFORMATIONCOMAINEDINTHISSETOFDOCUMENTS
<br /> IT IS P'�AGED(3,000 PSI MINIMUM} �FABRICATION AND SHOP WELDS IS PROPR7ETARV BY NATURE.ANY USE OR DISCL0.SURE
<br /> WITH THE FRP DESIGNER/PABRICATOR TO ENSURE THATTHE FINAL FRP SHROUOISSISN�LATING(IN� . REFERENCED OSHA REGULATION/STANDARDS SHALL BE REVIEMVED BY TOWER ERECTORS, ❑ERECTION AND FIE�D WELDS AND BOLTING . OTHER THAN WF11CH IS RELATED TO NAMED CLIENT IS
<br /> APPEAR4NCE)DESIGNATED EXlS71NO EX7ERIOR BUILDING PACADE MATERW.S TEX7URE3.AND �q qLL EXPANSION ANCIiO1RS�S0 BE HILTi BRAND.A�HESIVE ANCHORS REQUIRE TESTING TO � EQUIPMENT INSTALLERS,AND TOWER/ROOF TOP COMRACTORSISUBCON7F2ACTORS pOTHER STRIC7LY PROHIBITED.
<br /> COLORS.THECONTRAGTORSNALIFURTHERMOREENSURETiEUSEOFCOUMERSUNK CpNFIRMCAPACINUNLESSWidV.EDBYENGMEER. � 29CFR192B.600-SCOPE.APPLICATION.ANDOEFINITIONS
<br /> FASTENERSINALLFRPCONSTRUCTION.NMENPHOTOSIMULATIONSAREPROVIDEp,THE � 29CFR7026.501-OUTYTOHAVEfALLPROTECTION - DR.4WINGTITLE:
<br /> GONTRACTOR SHALL ENSURE THAT FlNAI CANS7RUCTION REPRESEN7S WHAT iS INDICATED IN . 79 CFR 7828.602-fALI PROTECTION SYSTEMS CRITERIA ANO PRAC7ICES
<br /> PHOTO SIMOLATIQNS.SHO?DRAWINGS SHALL BE PROVIDEO TO THE GENERAL CON7RACTOR, $TRUCTURAL MASONRY: . . �
<br /> CONS7RUCTION COORDINATOFi,AND ARCHITECT PRIOR TO FABRICA770N AND CONSTRUCTION. � . OCQNTINUOUS
<br /> 25. IN 7HE CASE�OF ROOPTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA PRAMES WHERE . CALL TWO WORKING�AYS OPERIODIC GENERAL NOTES
<br /> ANCHORING TO A CANCRETE ROOF 3LAB IS REQUIRED,CONTRACTORS SHALLCONFIRM(PRIOR TO - � BEFORE VOU�IGI ❑OTHER
<br /> SUBMITI'ING BID)WITH CONSULTINO CONSTRUCTION GOORDINATOR AND ARCHITECT7HE � � . DRAWING NUMBER:
<br /> � PRESENCEOFPOSTTENSIONTENDONSiMTH�NTHEROOFSLA6-RESULTINGFROMAN � � � � �- � ��1 OTHER: NONEREQUIRE� � � �
<br /> UNDOCUMENTEDDESIGNCHANGEINTHEEXISTINGBVILDING"AS-BU�LTDRAWINGSE'f'-HAVING� � .- �� . � � �
<br /> INDICATED AN ORIGINAL�EStGN SOLUTION OF REINFORCED CONCRETE W/EMBEDOED S1EEL . � �
<br /> RE9AR.lN THE EVENT POSTTENSION SLAB SOLU710N IS PRESENT,CONTRACTOR SHALL INCUlDE ` . � . NATIONAI UTILRIES UNDERGROUND LOCATE ANCHORING TO CONCRETE: G 1. O
<br /> �PROVISIONS fOR XdiAV PROCE�URES(INCLUDED IN 81D)FOR ALl PENETRATION AREAS WHERE' � � . . � . .
<br /> SKESVPqEGWiIDh S�ut:eENPtdEN�FOBYCON!WC10R(S�FTHL
<br /> aNCHor��Nc occuRs ��a.�«.��sw.*c�u+�*�++���s QBOLTS INSTALLED IN CONCREfE
<br /> �xraw-�m se.ea.wu4» o�o��..zua sn�n.o�« OPOST-INSTALLATION ADHESNE ANCHORS
<br /> a�
<br /> ""`""'"OR""`E °R0°O9ED'"""F'""'�"'g"E pPOST-INSFALLATION MECHANiCAL ANCHORS
<br /> CEI J�B NUMBER: LTE 3G5C 17-09119
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