|
GENERAL..NOTES. 20.GENERAL&SUB CONTRACTORSSHALL USE STANLESS STEEL METAL LOCKING TIES EOR ALL CABLESTRUCTURAL.STEEL NOTES. SYMBOLS AND ABBREVIATIONS
<br /> ?RAY TLE DOWNS AND AU-OTHER GENERAL TIE DOWSE(WHERE APPLIG461E).PiAST1C:4DPTWS
<br /> MAX MAXIMUM
<br /> 1. DRAWINGS ARE NOT TO BE SCALED,WRITTEN DIMENSIONS TAKE PRECEDENCE,RUSSET OF .ANNLIDWSHALL NOLE'COR DIS DT IL LTCIUNBTIES MO ELNO T4S-C UNFOR USE ON CLIENT PROjECTS. DERDERESON OR EQUAL t DRAWINGS
<br /> FABRICATION. L'STEEL SHAH BE SUMMED TO THE CONSULTANT FOR AOL ABOVMC APEROX CONDITIONING1 H
<br /> BEDOCUMENTSPOOLE'CURT-METALLOEKINGTIESC OF TAO. A,WA.P1REICER SERIES3D9(CR EQUAL). METAL
<br /> IEEGENERAL
<br /> N ER TO CON TRA T FOR DIAGRAMMATICOFWORK SHA
<br /> L MUNES ONLY,FNIESS INGALOTED . ,.i`
<br /> OTHERWISE.TIE GENERALCIkITRACTCR'S SCOPE OF WORK SHALL MUNE FUIINISHINOARIHER MANUFACTURE
<br /> MATEBALS.EQUIPMENT.LABOR AND ANY REQUIREMENTS DEEMED IECESSARYTO COMPLETE 2 STRUCTURAL STEEL DESIGN.FABRICATION AND ERECTION(INCLUDING FEL.D WEJID9fE HEN RIDS BUILDING MGR MANNER
<br /> PROJECT AS DESCRIBED IN THE ORAWINGSANDOWTER'SPROJECT WBIUAL DESIGN CRITERIA: STRENGTH FIELD BOLTING.EXPANSION BOLTS,AND THREADED EXPANSION ANCHORS)SHALL BE MIX BLOCKING AIN MINIMUM
<br /> BASED ON THE A.I.SL'SPECIFICATION FOR THE DESIGN,FABRICATION,ANDERECIXNOF 80. BOTTOM OF MISC MISCELLANEOUS
<br /> 2 PRIOR TOTHE SUBMISSION OF BIDS.CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO TME STRUCTURAL DESIGN OF THIS PROJECT EN ACCORDANCE IRATH THE 2015 MTERNATIDNAL STRUCTURAL STEEL FOR BUMLGWGSELATEST EDITION.SUPERVISOR SHALL BE IN ACCORDANCE BOA BOTTOM OF STEEL .E�,. Your world.
<br /> Delivered.
<br /> FAMBIARRZE THEMSELVES WHIN ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. BUE,OPLG CODE WITH WASHINGTON STATE BUILDING CODE AMENDMENTS WITH 2O15IBC PTER22 BYAOUAI1F]ED TESTING AGENCY DESIGNATED BY THE CONSULTANT. NTA NOT APPUGABlE Y17i/1!(7 SIJ
<br /> CONTRACTORS SHALL VISIT THE CONSTRUCTION SBE WITH THE CONST RUCTIONCONTRACT TTHECONSIBTANT SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST OM CEILING NIC NOT IN CONTRACT
<br /> DOCDMENTSTO VERIFY FIELD CONDEMNS AND CONFIRM THAT THE PROJECT WOLBE DESIGN LOADS:
<br /> RESULTS. CMI 7ptEAR N.S. NEARSIDE AUS EO ASSHXDWN.PRIOR TOPROD];EDIMGWITH CONSTMRUC3tpdL,lW1'ERRORS, DESIGN DATA FOR THE CITY OF EVER£T7,WE BOAT CONCRETE MASONRY NET HIS NOT TO SCALE
<br /> OR DLSC/EPA/40ES SHALL BE BROUGHT TO THE ATTENTION OF THE 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS COAC CONCRETE 'PLANS PREPARED BY:
<br /> ARCHITECTIENGWEER VERBALLY AND IN WRITING. WOOF SNOW LOAD NIA(NOTAROOFTOP SODDED CONST CONSTRUCTION 0.0. ON CENTER
<br /> TYPE OF MEMBER CODS CONTINUOUS DD. OUTSIDE DIME i EN
<br /> 3. ITS.ARCHITECTS1ENGIEERSHAVE MADE EVERY EFFORT TO SEN FORTH IN TIE OCNISTRUCTON -BASIC WIND SPEED 110 MPH(3SEC GLET) ON OVERHEAD
<br /> AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK NN
<br /> CONTRACTORSSO G'TIEJDS A WIDE FLANGE SHAPE AST&A992.Fy50KS DBL COBBLE ' �
<br /> � a loar16711Wo.7we_
<br /> ANE NEVERTHELESS CAUTIONED THAT MINOROMISONS CRERRORSRNTHE DRAWNWGSAIOOR -WEND EXPOSURE C B. OTHER SHAPE,PLATES AND ROD ASTM 038.Fy36IS DIAL DIAMETER PLCS PLACES
<br /> SPECTFXCATAOIS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT A/O /��p Tj1�p ,/w C PIPE COLUMNS ASTM A53,FySEIGN SAG PLIED PLYWOOD
<br /> IMPROVEMENTS INACOCRDAHCE WITH THE INTEND OF THESE DOCUMENTS.THE BETTER SHALL CODE COMPLIANCE. D. STRRHCTIRRAL TITHING ASTM 0500,Fy48N(SI DOME PROS PROJECT 18828Y I/ILE:REDMONG RDH NE,SUITE 210
<br /> SEAR THE RESPONSINUTY Of NOTIFYING(W'WRITRIG)THE ARCHITECT.ENIGWE£R OF ANY
<br /> F. ANCHOR NECTIO S ASIM AWS DET DRAPROPPROMOS YP WPHONE4254E 73272
<br /> CONFLICTS,OF I ERRORS,OR T OMISSIONS PRIORCTTO SUBMISSION HEMORE COSTLY
<br /> .IN TLE F. CONNECTION BOLTS ASTM 0325 HD1VG DRAWING PEE KENDS PER SQUARE FOOT
<br /> EVENT Of DTSCTEIPANGESTH£OCXNTRA,CTCIR SHALL PRICE THE MORE CDSTLYOREXD'EA° ALL WORIC74F$D MATERIALS SHALL BE PERFOTRMFD ANDNNSTALLED IN AEL`DORIIA�$YNTH THE
<br /> PSI POUNDS PER SQUARE 'P7TC07HE:425.487..1732
<br /> WORK UNL'ESSDIECTED OTHERWEE. CIGIIRENT E.DITIONISOF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING TIES. 4. ALLMATERIALTO BE HOT DIPPED GALVANIZED AFTER FABRICATION PERAlIZSAI331/.93, EA EACH PT PRESSURE TREATED IN ON ''�RWERSfONE A�94° .CJI
<br /> NOTHING DI THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOTCONFORMING 70ESSE EL ELEVATION
<br /> 4. THE CONTRACTOR SHAILSUPERVISE AND DIRECT TIIEPRD,ECTSYESCRTBEOHNTHE CADaNTRACT CODES.
<br /> S. AMY.WELDING SHALL BE10/CONFORMANCE WITH ALSIARDARS STANDAROSA.LSSHALL SE EIEC ELECTRICAL RAD RADIOS CT INFO:
<br /> DOCUMENTS.THE CONTRACTOR ST/WALE SOLELY RESPONSIBLE FORALL CONSTRUCTOR PERFORMED BYMIAS°.CERTIFIED WELDERS USING ENNOTELECTROCES.ONILY PREQUAUEED EQ iscaoi REQ REQUIRED
<br /> RENS,unman.TECHNIQUES.SEQUENCES,.AND PROCEDI S FOR COORDINATING AIL BIALEMIGENVELLNG CODE 2015180(STATE BIRLDING CODE,WACCHAPTERSE-SA( WELDS vas DT NED SY AWS)SHALL SE USED.SOF GRADE NO REARCROING BARS Of EQUIP RN ROOM e,7N 5
<br /> PDRTSONSOF THE TAYIIKUNDER THE CONTRACT. 2015 WC(STATE BUILDING CODE,WAC OWNER 5161) REQUIRED)SHALL EE PERFORMED USING LOW HYDROGEN ELECTRODES WELDING OF GRADE 40 ETA EACH WAY 110 ROUGH OPENING
<br /> STRUCTURAL CODE 2015 IBC(STATE BUILDING CORE.WAC CHAPTER 51.5/9 REINFORCINGBARSDF REQUEST SNAIL BE PERFORMED USING E70 XX ELECTRODES.WELLING EXT EXTERIOR
<br /> 5. TEE CONTRACTOR SHALL INSTALL ALL ETAXPRIENT ANDNIATENALSACCORTNNG TO NECHANCAL CODE 201511/0(STATE BUILDING CODE,WAC GRAPIER SS'52) 201)W4-OF COLD BENDS IN REINFORCING STEEL ISNOTPERMITTED.SEE RIENTRORONG NOTE SCR SCHEDULE
<br /> INANUFACTURERSMENDORSSPEOIRCAT1ONSUNESSNOTED OTHERWISE ORWDER£LOCAL EL'ECTINCAL CODE 2014 NEC(DEPT..OF LABOR E0ARDUSTRES,'WACCHANNER29B+9SB) FORMATENIAL RECIREAWI/TSOFWELDED BARS. FIN FINISH SHHS SHEET t & µ,
<br /> TU1NESORORDINANCES TARE PRECE'DFJICE. F %LIFE SAFETY CODE 2015 FC(STATE BOLDING CODE.WAC CHARTERERS/AI FLULAl FLL3DR £GTT SILT SMEAR 1-5 DSII!
<br /> S. STEEL FRAMING MEMBERS SHALL BE CF THE SHAPE,SIZE.AND GAGE SHOWN ON FIR FLOOR SPEC SPECEICATION
<br /> 6. ALL WORXPERFORATED OHTIE PROJECT AND MATESSNAIL RALS INSTALLED BE BEI STRICT ENMITY ISLRNMANNEDAND NOT FOR HUMANNABITAT3Oi HANDCAPPED ACCESS REQUIREMETS ARE THE PLANS.PROVIDE Nit/ D.SECTION PROPERTIES INDICATEALL SH
<br /> ,[
<br /> ACCORDANCE STEEL F.S. FARE SF SQUARE FOOT
<br /> WITH ALLAPP-ICABLE 030E*REGULATIONS,AND CONTRACTOR NOT REQUIRED W ACCORDANCE WITH THE 2D15IBC BIILDBK"COLE. FRAMING SHALL CONFORM TO THE ALSI."SPECIFICATION FOR THE TESIGNOF COLDRENED FT FOOT SS STAINLESS STEEL7601 RIDGEWOOD DRIVE
<br /> SNAU.HIVE All NOTICES AND COMPLY WITH AUL LAWS.ORDINANCES RILES,REGULATIV116AND STEEL STRUCTURAL MEMBERS'
<br /> STL STEEL
<br /> .LAWFUL ORDERS OF ANY PUBLICAUTHONTY,MUNICPAL AND UTEUTYCOMPANY APETEICATIDNS. CONCRETE NOTES. - GA GAUGE sTRUCT STRUCTURAL EVERETT.WA 98203
<br /> AND LOCAL AND STATE JURISDICTIONAL COD£SBEARING ON THE PERFORMANCE OF THE WI31i 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS(ME DEMAND SHALL HAVE A GLAD/ GALVANIZED STD STANDARD $NDHOMISH COUNTY
<br /> 7 GENERALCCNTRACTOR SHALL PRWIDE,AT THE PROSECT SITE.AFUILSET OF CONSTRUCTOR
<br /> 1. ALL CONCRETE CONSTRUCTION SHALL SE/A/ACCORDANCE.PNCE riITH AC1 338 MINIMUM(FTWO BOLTS UNLESS NOTED OT11ERWN,£. GCGELffRALCONTRACTOR SO PT SQUARE FOOT
<br /> GINO GROUND SO IN SQUARE INCH
<br /> DOCUMENTS UPDATED WITH THE LATEST RENS/DNS AND ADDENDA OR CURIRCATIONSFORUSE 2 B:CKNCRET£SHALLEL MIXED.PROPORTIONED,CDIRVEYID AMID PLACED IN ACCORDANCE WITH 8. NKR�CONPECTIINS FOR STEEL GRATING MAY USE 5AT'DIA.ASTI/A3D7�TS GYP BD GYPSUM WALL BOARD SUSP SUSPENDED ISSUED FOR:
<br /> BYALL PERSONNEL EVOLVED WITH THE PROJECT.THIS SET ISA VAUD CONTRACT DOCUMENT CD APTER NCRETE OF THE 2075 IBC.STRENGTHS AT 280AYSAfEIN MDI{AflE:RIASiCORD AS INNERSNOOTHERW.SE
<br /> THE R THETITLESTA/SPEDSTAMP FpRCpISTRUCTg17'AND EACH a s uSHEETILEITISNORZ FSS 0. AIL STEEL WORK SHALLREPAINTEDINACCORDANCEWITH11/5DESGNACOHSTRUC7D15A1 IRR HOUR HORIZONTAL TIN THI0(
<br /> THRU THROUGH
<br /> CONSTRUCTION
<br /> ARCHITECTS WET STAMP.
<br /> TYPE#CONSTRUCTION 28DAYSTRENTHS WJC NRt91M- CEMENT WE2FICATIO NAN D IN ACCORDANCE WITH ASTM A36 UNLESS NOTED OTHERWISE. TOT HEIGHT TWIG TINNED
<br /> S. T&ESTRIACTURALCOMPONENTSOFADJACENTCONSTRUCTIONORFACKTTESARENOTTOHVAC I#AT9NGV$TTIUAON T.O. TOP OF REOF-DATE ISSUED FOR: BY-
<br /> AL7EREaBYTHISCONSTRUCTIONPRO;'ECTIWL.ESS NOTED OTHERWISE, if) �� PER CONTENT
<br /> 15545 i3 19. AIL WELDS TO BE IA4'FILLET UNLESS NOTED OTHERWISE AIR CONDITIONING T.O.S. TOP OF STEEL -
<br /> TYP TYPICAL
<br /> R SEWALL PENETRATIONS THROUGH FIRERAIEDAREAS WITH ILL.LISTED OR FREE MARSHALL A. SLABSON GRACIE 2,500 FSI 5015 55ACGC5 11. TOUCH HTP ALL FELD DRILLING AND WELDING WITH 2COATS OF GALVAGON(ZINCRICH PAiNS)OR IID, BNSDE DIAMETER
<br /> APPROVED MATERIALS F APPLICABLE TO THIS FACILITY AND OR PRO.ECTSTE TOPPING SLABS APPROVED EQUAL RN WON LINO MEESE NOTED CHNERVJISF
<br /> 10.CONTRACTOR TO PROVIDE A PORTABLE FIRE EXPINGUTSIERWITH ARATRNG OF NOT FRG THAN
<br /> CONCRETE PIERS DEM INSYLLAYICN - VERT VERTICAL
<br /> 2-S OR 2-A4NABC WITHIN 75 FEET TRAVEL DISTANCE TOA11PdDR /SCF PROJECT AREA DREG
<br /> TOWER/POLE E3'1/T-VLL NOTES. MIT INTERIOR VAC. VERiFYIN FIELD
<br /> CONSTRUCTORB. AHL ST'RUCTLIRA'LCOTIC�TE 4.NHOO PSI 50.95 B1)y,SAChL$
<br /> EXCEPT WALLS - IBC AINTENL�NATNONAL BUILDING CODE
<br /> S R VERLOADING
<br /> IS
<br /> SE THE PROPOSEDYTOWER/POLE CAN SUPPORTTHE PROPOSED ANTENNA LBS POUNDS WM WITH
<br /> WITHOUT 03-14-18 F .TRF'
<br /> 11.CONTRACTOR SHALL MATE NECESSARY PROVISIONS TO D>ROTEC'F� S, ^IS T013E DONE BY OTHERS
<br /> EASEMENTS,PAVING,CURBING,ETC.DURING CONSTRUCTOR,UPON COMPLETION OF WINNi, C. CONCRETE WAILS 4.000 PSI 50.95 B dQ SACKS
<br /> CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAYHAVE OCCURRED DUE TO 2 PROVIDE SUPPORTS FOR THE ANTEAbNA COAX CABLES TO THE ELEVATION OF ALL MEAL AND
<br /> WP WATERPROOF
<br /> ON ORABDUTTIEPROPERTY. CEMENT SHALL BE ASTM C150,PORTLAND CEMENT TYPE'II U-N.O- FUTUREANTENNAS.ANTENNA COAXCABLESARE TO BE SUPPORTED AND ATT4/E LS, 03.06-18.PRELIMINARY JRF
<br /> CENTERS SUITABLE TO THE MANUFACTURERS REQUIREMENTS
<br /> 12.CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE'DURING 2. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR PIE METHODS AND ..
<br /> CONSTRUCTION AND DISPLSEOFA'LL DIRT,DEBRIS.AND�RIJSRIS.10PFSTE.'CONTRACTOR SI/AU. PROCEDURESOF CONCRETE PLACEMENT. ABBREVIATED ROOFTOP SAFETY PROCEDURES
<br /> REMOVE EQUPMENT NOT SPECIFIED AS REMAKING ON THE PROPERTY OR PRFARAFA SITE SHALL
<br /> g PLATE
<br /> CHAriN2.7AIKF£3NC£ DRAWNBY:=STK.: APl7-:
<br /> 8E LEFT Bt CLAN iXINWTION AND FREE FROHA PAINT SPOTS,OLIS'd.OR SMUDIi.ES OF ANY NATURE, 3' AIL CO TE MATHI SdRRFACESEXPOSED TO STAND/NG WATER SHALL BE WITH AN Gk .CENTERLINE
<br /> ,fglR-EATTT$ALAl9NG AGENT ODNFORM&NG TO ASTM C260,C494. 1B.C9RDANDCaD7T.TOTAL AIR
<br /> a CAB -11--0-11--0-----D WOODF3NKFFfiIGfYIfBI1R89ANIRE
<br /> EN APPUCAL3LE). O LT O O WOOD FENCE DMO MO MWO
<br /> L3, THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONTENT SHALT TH£INACCORDANCE WITH AC 378. ) EDOS7#NG T I - TELEPHONE ISSUE DATE:
<br /> CONSTRUCTION PRIOR TO STARTING WORKON ANY ITEM NOT CLEARLY DEFINED BY (ASH ER' - PREVENTION PROGRAM"-BY PERMISSION OF WREN CONSTRUCTION,INC.- -P -P POWER
<br /> C NSTRUCTION TORIOR SI!TARTINGWDOCUMENTS, 4. REINFORCING STEEL SHALL CONFORM TO ASTM A515(0/CU/DYGG SUPPLEMENT S1),ORADEER 0381AVS, # DETAILNUMBER
<br /> 1y�T,0RMPE.EXCEPTIONS ANY BARS SPECIFICALLY SONOTEDONTHE DRAWINGS STALL BE
<br /> SHEET HKIMBER - 05/B GROUNDC 03-14-18
<br /> 14 THE CONTRACTOR SI/ALL PERFORM WORK DURING OWNER5PREFERNEa HOURS TO AVOID DE 40PSL GRADE 60 REWFORCNNG BARS INDICATED ON TO EE WEEDED FALLPROTECTIDN METHODS AND EQUIPMENT
<br /> 13/STUBBING NORMAL BUSINESS. SHALL CONFORM TO ASTM A7C6.REINFORCING COMPLYING WITHASTMAMISH MAY ROOF TOP INSTALLATIONS V I: URE,
<br /> ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WEDDING PROCEDURES
<br /> 15. THE CONTRACTOR SHALLPROVIDE THE CLIENT PROPER INSURANCE CERTIFICATES NMMIG SPECIFIED IN AWLS.O74ARE SJBMI3TED, i. FORWORICBE7NG PERFORMED WITHIN 27 OF AN UNPROTECTEDROOF EDGE,THE CiDA'S7RL TKTN SPECIAL INSPECTIONS:
<br /> CLIENT AS ADDITIONAL INSURED.ANDCLHENI PROOF OF LX:(UNSE(S)AND PE E PD INSURANCE. SHA111DFSIGNUCTIONTRAINEDRKESAFETY MONITOR 70 OBSERVE THE MOVEMENTS AND
<br /> 5. REIWORCINGSTEEL SHALL BEDETAILED INCLUDING HOOKS AND BEDiDS)INACCORDANCE WITH ACTINIDES OFTIHECONSTRUCTIONWORKERS. $L;Fy
<br /> 1E COHTRACTORSHALL BERESPONSBLEFOR SCH£DULINGAICDCOORDINATINGAIL INSPECTIONS.
<br /> ACT 315 AND311LLAPALLCONTINUOUSREINFORCEMENTATLEAST30BARDIAMETERSORA SPECIALINSPECTIONSINACCORDANCEWITH2O1518C$ECT10N1704. 4. <f h10{
<br /> MNIMUMOF2-0"-PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTSRSECTIDNS,LAP 2 SAFETY MONIO® R SHALL WARN CONSTRUCTION WORKERS OF HAZARDS(LE.,BACKING UP TOWARD ' .'
<br /> 1T.CAUTKIN±GALL�fOR£YOU DIG±BURKEO UTILITIES gtl5iWAE14RFJ9AND7lT}LITH INFORMATION
<br /> CORNER BARS AT LEAST 30 BAR DIAMETERS OR AMINIMUM OF 7iY.LAP ADJACENT MATS OF A ROOF EDGE,ETC-)OR UNSAFE ACTIVITIES.THE SAFETY MONITOR MUST BE ON THE SAME ROOF SOiILSIGEOTECHNICAL: - Y yl�• ��'}
<br /> SHORN MAY NOT BE COMPLETE.CONTACT THE ONE-CALL UTHLHTT'LOCATE SERVIC£AMINIMUM OF WELDED WIRE FABRIC A MINIMUM OFB"AT SIDES AND ENDS. AND WMTURN VISUAL AND VERBAL DISTANCE OF THE CONSTRUCTION WORKERS. °SHORING INSTALLATION AND MONITORING `;'j='
<br /> 48 HOURS PRIOR TO CONSTRUCTION-DIAL NIL °OBSERVE AND MONITOR EXCAVATION - s yam/
<br /> 5. WEI DED WIRE FABRIC SHALL CONFORM TOASTS A•185. 3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN S OR LESS OF AN UNPROTECTED
<br /> °VERIFY SOIL BEARING psf BEARING `,30-6.
<br /> 15 CONTRACTOR TODCCUMENTALL WORK PERFORMED WITH PHOTOGRAPIHSAND SUBMIT TOCLIENT RCIDfE ,DEQUIR£SWORKERSTOUSESAFETYL/NE. OSL>BSURFACEDRAINAGEPLACEMENT a. �+
<br /> ALONG WITH REDLINED CONSTRUCTION SET T SPIRAL REINFORCEMENT SfHAlL�PWN WIRE CONFORMING TO ASTM 0645,GRADE MLfy�C.000 211,/�Ig
<br /> PSN- A. SAFETY LINE SHALL RE MINIMUM Sh'DIAMETER NYLON,WTHANOMINAL TENSBESTRENGTH OF °VERTFYFTLLMAT'ERUALAAiDCOMPACT(OM J 'rJ
<br /> 19. CLYNTRACTORTODOCUMENTALLCHANGESMADENTHEFELDBYMARKINGUP(REDUNING)TTH£ - °VERIFY CONDITIONS AS ANTICIPATED
<br /> APPROVED CONSTRUCTION SET AND SUBMITTING THE REDiW ED SET TO THE AENT RIPON 8. XO EARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS °PILE PLACEMENT(AUGER CAST/DRIVEN PILE)
<br /> COIPLETIOL SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. 5. SAFETY LINE SHALL BE ATTACHED TOA SUBSTANTIAL MEMBER OF THE STRUCTURE. POTHER _JURISDICTIONAL APPROVAL:
<br /> 20.FOR COLLOCATION ETES CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN ED 10 CONCRETE PROTECTION(COVER)FOR REJNFORCING STEEL SHALL BE AS FOLLOWS, B. SAFETY LITE R£PNGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO REACH EDGEOF
<br /> WALK RCX'F,BUT NOT BEYOND. REINFORCED CONCRETE:
<br /> -CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH S °REINFORCING STEEL AND CONCRETE PLACEMENT
<br /> 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. °PRESTRESSEDIPRECAST CONCRETE FABRICATION AND ERECTION
<br /> 21.GE/ERN.CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY AS
<br /> -CONCRETE EXPOSED TO EARTH OR WEATHER
<br /> REQUIRED.CONTRACTOR TO REPORT POWERWSTALIATNON COORDINATION SOLUTIONS)TO06 BARS OR LARGER) r B. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION EQUIPMENT SHALL BATCH PLANT INSPECTION
<br /> 1ETWCKRX CARRIER REPRESENTATIVE,PROJECT CONSTRUCTION MANAGER AND ARCHITECT.
<br /> (11'+BARS OR SMALLER) 11,/2^ OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES,INCLUDING
<br /> °SHOTCRETE 22.ANYSUBSTITUHONSOFMATERIALSANO/OREQUIPMENT.MUST APPROVFDBYCLIENT -CONCRETE NOT EXPOSED TO WEATHER ORINCONTACTWITHGROUNND INSSPECTIONOFCONSTRUCTIONAREAFORHAZARDS POTHERCXINSTRUCTION TDANAGER OGROUTING
<br /> CAP71$
<br /> (SLABS,WALLS AND JOISTS)(#11 BARSANDSMALLER) 314" USE OF AN SNSPECTION CHECKLIST
<br /> 23.IN TIE CASE OF ROOFTOP SOLI 1107/S FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE (BEAMS,COLUMNS)(PRIMARY REINFORCEMENT,TIES.STRRUPS SPRATS) 1 12' INTER NG COWORKERS REGARDING SAFETY CONCERNS STRUCTURAL STEEL:
<br /> PENETRATION EXISTING ROOFING MATERIALS OCCUR THE GENERAL CONTRACTOR SHALL REPORTING AND DDS TO ING ANY HAZARDS
<br /> COORDINATE WITH BUILDING DINNER AND BUILDING ROOFING CONTRACTOR OF RECORD ENI? I M,BARS SHALL BE SUPPORTED ON CHAIRS OR DOBE BRICKS, REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION DERECTION NAND SHOP WELDS -PROPRIETARY INFORMATKNt
<br /> INSTALLATION,PATCH.REPAIR OR ANY AUGMENTATION TO THE ROOF,AND HAVE THE WORK POSTING RESULTS OF INSPECTION AND ANYACTIONTAKEN °ERECTION AND FIELD WELDS AND BOLTING
<br /> GUARANTEED UNDER THE ROOFING CONTRACTORS WARRANTY FOR MOISTURE PENETRATION OR IS ANCHOR BOLTS TO CONFORM TOASTS A307. AN UNBIASED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER COWORKER SAFETY °OTHER DO NOT SCALE DRAWINGS.CONTRACTORS/UST N4IST VERIFY
<br /> REPRESENTATIVE ALL DIMENSIONS AND ADVISEREVI0UTANTS OF ANY
<br /> AND OTHER FUTURE BREACH OF ROOFING INTEGRITY. 13. NON-SHRINK ER HRINKGROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE ERRORS AND OMISSIONS,ALL PREVIOUS
<br /> ISSUES OF7HIS
<br /> 24.W THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN CONCEALED MRIfOAND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PUBLISHED REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL STRUCTURAL ALUMINUM: DRAWING ARE SUPERSEDED BY THE LATEST REVISION.
<br /> RECOMMENDATIONS.GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBLICATION
<br /> (SHROUDED)SUPPORT FRAMES OR TRIPODS,THE GENERAL CONTRACTOR SHALL COORDINATE THE INFORMATION CONTAINm 1N THIS SET OF DOCUMENTS
<br /> WITH THE FRP DESIGNER/FABRICATOR TO ENSURE THAT THE FINAL FRP SHROUD IS SIMULATING(W IT PLACED Moo PSI MINIMUM) ®FABRICATION AND SHOP WELDS IS PROPRIETARYPTHAN BY NATURE.ANY USE OR DISCLOSURE
<br /> APPEARANCE)DESIGNATED EXISTING EXTERIOR BUILDING FACADE MATERIALS.TEXTURES,AND EQUIPMENT
<br /> OSHA ERS,REGULATION/STANDARDSANDO SHALL BE REVIEWED BY TOWER ERF_CTORS, DOTH£ ION AND FIELD WELDS AND BOLTING OTHER WHICH IS RELATED TO NAMF�CUENT13
<br /> COLORS.FILE CONTRACTOR SHALL fURTHERM�E ENSURE THE MISE OF COINTFRSUNK 14. ALL EXPANSION ANCHORS TO BE HILTI BRAND.ADHESIVE ANCHORS REQUIRE TESTING TO EQUIPMENT INSTALLERS.AND TOWER/ROOF TOP CONTRACTORS/SUBCONTRACTORS ®OTHER STRICTLY PROHIBITED.
<br /> FASTENERS IN ALL FRP CONSTRUCTION.WHEN PHOTO SIMULATIONS ARE PROVIDED,THE CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER. 29 CFR 1928500-SCOPE,APPLICATION,AND DEFINITIONS
<br /> CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN 29 CFR 1928.507-DUTY 70 HAVE FALL PROTECTION DRAWING TITLE:
<br /> ' PHOTO SIMULATIONS.SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL CONTRACTOR;. 19 CFR 1928.502-FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES _ STRUCTURAL MASONRY:
<br /> CONSTRUCTION COORDINATOR AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. - - - -- -- - - -
<br /> OCONTINLIOUS GENERAL NOTES
<br /> 25 IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE CALL TWO WORKING DAYS ®PERIODIC
<br /> ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED,CONTRACTORS SHALL CONFIRM(PRIOR TO BEFORE YOU DIG/ DOTHER _DRAWING NUMBER:
<br /> SUBMITTING BID)WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THE- -
<br /> PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB-RESULTING FROM AN Yw
<br /> 7Y- 811 OTHER NONE REQUIRED
<br /> UNDOCUMENTED DESIGN CHANGE IN THE STING BULDING'AS-BUILT DRAWING SET-HATING -
<br /> INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE W/EMBEDDED STEEL
<br /> /MBAR.IS IN SHE EVENT POST TENSION URE SLAC SOLUTIONN IS PRESENT.CONTRACTOR TONSHALLEINCLUDE NATIONAL UTILITIES UNDERGROUND LOCATE ANCHORING TO CONCRETE: O
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