|
GENERAL NOTES: 26. GENERAL E
<br /> a SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TS FOR ALL CABLE STRUCTURAL STEEL NOTES: SYMBOLS AND ABBREVIATIONS
<br /> TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS(WHERE APPLICABLE).PLASTIC ZIP I ILS
<br /> SHALL NOT BE PERMITTED FOR USE ON CLIENT PROJECTS.RECOMMENDED MANUFACTURE SHAT AIC AR CONDITIONING MAX MAXIMUM
<br /> I DRAWINGS ARE NOT TO BE SCALED,WRITTEN DIMENSION$TAKE-PRECEDENCE,THIS SET OF BE PAN MIT CORP.METAL LOCKING TIES MODEL NO.MLT4S-GP UNDER SERIES-304(OR EQUAL) 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR AGI ABOVE GRADE LEVEL MEG I MCG IAN',CAL
<br /> DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY,UNLESS NOTED PANDLST PRODUCT DSTRIBUTED BY TRNRC OF TACOMA WA REVIE W PRIOR TO FABRICAI ION APPROX APPROXIMATELY MTL METAL ��
<br /> OTHERWISE.THE GENERAL CONTRACTOR'S SCOPE:OF WORK SHALL NC.UDE FURNISHING ALL MF'R MANUFACn1RIF
<br /> F
<br /> MATERIALS,EQU:PMENT,lA802 AND ANY RECUIREMENTS DEEMEDNECESSARY TO COMPLETE DESIGN CRITERIA: 2. SIRUCTURAL STEEL DESIGN,FABRX:AI:ON ANDERECfION(INCLUDING HELD WELDING,HIGH BLDG BUILDING MGR MANAGER
<br /> PROJECT AS DL SCRIBED IN THE DRAWINGS AND OWNERS PROJECT MANUAL STRENGTH FIELD BOLT TNG,EXPANSION BOLTS,AND THREADED EXPANSION ANCHORS)SHALL BE BILK BI OCKING MIN M-NIMUM
<br /> BASED ON THE ALS(.'SPECIFICATION FOR THE DESGN,FABRICATION,AND ERECTION OF B.O. 80TTOM OF MISC; MISCELLANEOUS
<br /> 2 PRIOR TO THE SUBMISSION OF BIDS,CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO THE STRUCTURAL DES'GN Of HIS PROJECT IS:14 ACCORDANCE WITH-HE 201S,NTERNAT'.ONAL STRUCTURAL STEEL FOR BUiLDINGS'LATESTEDRKXi SUPERVISION SHALL BEN ACCORDANCE SOS BOTT(WC*SITFI Your world. Delivered.
<br /> FAM11 IAPoZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT BUILDING CODE WITH WASHINGTON STATE BUILDING CODE AMENDMENTS(201511liC) WITH 2015 SC CHAPTER 22,BY A QUALIFIED T'ESnNG AGENCY DESIGNATED BY THE CONSULTANT. NIA NOT APPLICABLE
<br /> CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTIONICONTRACT THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST CLG CEN ING NIC NOT IN CONTRACT
<br /> DOCUMENTS TO VERIFY FIELD CONDTIONS AND CONFIRM THAT THE PROJECT WILL BE DESIGN LOADS: RESULTS. CLR CLEAR NIS NEAR SIDE
<br /> ACCOMPLISHF D AS SHOWN PRIOR TO PROCEED'NG WITH CONSTRUCTION.ANY ERRORS, DESIGN DATA FOR I HE CITY OF EVERETT.WA, CMU CONCRI,I E MASONRY LIM A NTS NOT TO SCALE
<br /> OMISSIONS.OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION Of Tilt 3 STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: CONIC CONCRETE PIANS PREPARED BY:
<br /> ARCHI If CTIENGWELR VE REAL L Y AND IN WP.'T-NG •ROOF SNOW LOAD 25 paf CONST CONSTRUCTION OCON CENTER
<br /> TYPE OF MEMBER CONT CONTINUOUS OD Ol1TSITE DAMFTUR
<br /> 3 THE ARCHITIECTS4NGINELRS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION 46ASIC FUND SPF,ED 110 MAH(3 SEC GUST) 0.41 OVERHEAD �Ca!•1NE'TI�TONE
<br /> AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK CONTRACTORS BIDDING THF JOB AWIDE FLANGE SHAPE ASR,/A992,Fy 50 KSI DBL DOUBLL
<br /> R -WIND
<br /> ANEVERTHELESS IN
<br /> ELESS CAUTIONED THAT MINOR OMISSK)NS OR ERRORS IN THE DRAWINGS AND OR -WD EXPOSURE B B. OTHER SHAPE,PEATES AND ROD ASTM A36,Fy 36 KSI D IAfO DIAMETER PLCS PLACES
<br /> SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMFIT F71NG THF PROJECTANID C. PIPE COLUMNS ASTM A53,Fy 35 KSI 01AG DIAGONAL PLYWD PLYWOOD
<br /> IMPROVEf'ENTS N ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS.THE BIDDER SHALL CODE COMPLIANCE: D. ISIRUC FURAL TDB ING ASTM ASO.F-y46 KSI ON DOWN PROJ PROJECT 16828 WOODINVN IF RFDMONO RD NE SUITE 2IJ
<br /> BEAR THE RESPONS184UTY OF NOTIFYING TIN WRITING)THE ARCHITECTIEN ANEER OF ANY E ANCHOR BOLTS ASTM A307 DET DETAL PROP PROPERTY WOOD NVILLE,WA 08072
<br /> CONFLICTS,ERRORS,OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTORS PROPOSAL INTHE F CONNFCTION SOT IS ASTA325 DWG DRAWING PSF POUNDS PER SQUARE FOOT PHONE:425.4(17.1732
<br /> EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MDKE COSTLY OR EXTENSIVE ALL WORK AND M
<br /> INMATERIALS SHALL BE PERFORMED AND STALLED IN ACCORDANCE WITH TIIE pS: POUNDS PER SQUARE INCH WWW CONRCO
<br /> NERSTONE4ENGM
<br /> WORK,UNLESS DIRECTED OTHERWISE- CURRENT EDITIONS a`1 H FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AURIORLTIES 4 AL1 MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER A173fA123w13. EA EACH PT PRESSURE TREATED
<br /> NOTHING W THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE EL ELEVATION
<br /> 4 THE CONTRACTOR SHAT L SUPERVISE AND DIRECTTHE PROJECT DESCRIBED IN THE CONTRACT CODES. S. ALL WELDING SHALL BE IN CONFORMANCE WITH AI.S.,AND AWS STANDARDS AND STWI BE ELEC ELECTRICAL HAD RADIUS PROJFCT INFO:
<br /> DOCUMENTS.THE CONTRACTOR SIALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PERFORMEDBYWASO.CERTIFIED WELDERS USING E70 XX ELECTRODES ONLY PREQUALIFIED EO EQUAL. REO REOU:RED
<br /> MEANS.METHOD$TFCHNIGUES,SEQUENCES,AND PROCEDURES FOR COORDINATING ALL BUILDINGIDWWELLING CODE 201
<br /> 518C(STATE BUILDING GODS WAC CHAPTER 51-601 WELDS(AS DEFINED BY AWS)SHALL BE USED.WELDING OF GRADE W REINFORCING BARS(IF EQUIP EQUIPMENT 'ITN Room WA6299
<br /> PORTIONS OF THE WORK UNDER THE CONTRACT 20151RC ISTATE BUILDING COOS,WAG CHAP IT
<br /> 51.611 REQUIRED)SHALL BE PERFORMED USNG LOW HYDROGEN FLECTRODLS WE.L.D NG CW GRADE 40 E W EACH WAY RO ROUGH OPFNINC
<br /> STRUCTURAL CODE 2015 IBC(STATE BUILDING CODE.WAC CHAPTER 5150) REAFIMCNG BANS(IF REQUIRED)SHALL BE PERFORMED USING E70 XX ELECTRODES WELDING EXT EXTERIOR
<br /> 5. THE CCINTRACTOR SIAM L INSTALL ALL EQU'PMENT AND MATERIALS ACCORD SG MECHANICAL CODE 2015 IMC(STATE SU'LDING CODTO MECHE,WAC CHAPTER 5152) WITHIN 4'OF COLD BENDS N REINFORCING STEEL IS NOT PERMUTTED SEE REINFORCING NOTE SCH SCFNEDULE
<br /> MANUFACTURL7Y5NENDIXt' Fl
<br /> SSPECCATIONSUNLESSNOTEDOTHERWISEORWHERELOCAI. ELECTR'CALCOO£ 2014 NEC(DEPT.OF LABOR a'NDUSRRES,WAGCHAAPTER79(T46A) FOR MATERYLLREQUREMENISOFWELDED BARS. FIN FINISH SLIT SHGEf PORT CORONER
<br /> GOOFS OR ORDINANCES TAKE PRECEDENCE FIRETLIFE SAFETY CODE 20151FC(STATE BUILDING CODE,WAC CHAPTER 5154A) FLUOR FLUORESCENT SIA SIWILAR
<br /> 6 COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE,SIZE,AND GAGE SHOWN ON FLR FLOOR SPEC SPECIFICATION
<br /> FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.HANDICAPPED ACCESS REQUIREMENTS ARE
<br /> 6 AIL WORK PERFORMED QU THE PROJECT AND MATERIALS NISTA I R SHALL BE IN INTRA NOT REOURED IN ACCORDANCE WTH THE 18C 2015 BUILDING CODE. AHE PLANS.PROV:D£MINIMUM SECTION PROPERTIES ION FOR
<br /> THE
<br /> ALL SIGN F COLD-FORMED
<br /> FS FAR GIDE SF SQUAREFOOT
<br /> ACCORDANCE WITH ALLAPPLCABLE CODES,REGULATIONS.AND(7RDINANCES CONTRACTOR FRAMING SF LLL CONFORM TO THE AI S.1 'SPECIFICATION FOR THE DESIGN OF COLDFORMED FT FOOT 33 STAINLESS STEEL 1321 COLEY AVENUE
<br /> SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS AND STI:EL STRUC NRA MEMBERS.'MEMBERS' STL STEEL
<br /> LAWFUL ORDERS OF ANY PUBLIC AUTHORITY,MUNICIPA.AN D LMLITY COMPANY SPECFN:ATIONS. CONCRETE NOTES: GA GAUGE STRUCT STRUCTURAL EVERETT,WA 96201
<br /> AND LOCAL AND STATE JURS(XCTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK 7 BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS(314'D'A-)AND SHALL HAVE A GALV GALVANIZED STD STANDARD SNOHOMISH COUNTY
<br /> I ALL CONCRETE CONSTRUCTOR SHALL BE IN ACCORDANCE W^IH AG-.918 MINIMUM OF TWO BOLTS UNLESS NOTEDOTHERWISF GC GF.NI RAI(LUN IRAC'Ok SO F1 SQUAREFOOT
<br /> I GENERAL CONTRACTOR SHALL PROVIDE,AT THE PROJECT SITE,A FULL SET OF CONSTRUCTV GRND GROUND SQ:N SQUARE INCH
<br /> DOCUMENTS UPDATED WITH Hff LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR USE B NON-STRUCTURAL CONNECTIONS FOR STEEL GHAT-.NG MAY IASL 5AB'DIA A8iMA307WXTS GYP BD GYPSUM WA L BOARD SUSP SUSPENDED ISSUED FOR:
<br /> 2. CONCRETE SHALL 8E MIXED,PROPORTIONED,CONVEYED AND PIAC,ED IN ACCORDANCE WITH [[REV::
<br /> ON ALL PERSONNEL INVOLVED WfTH THE R CON T.THS SET ISA EACH CAMRACT E SHEET S CHAPTER 19 OF THE 2015 IBC.STRENGTHS AT28 DAYS AND MIX CRITERIA SHA L BE AS UNLESS NOTED OTHERWISE.THEYIFTHFTCTIFSIFTIWETAMPEDFORCONSTRl1CTIIXN'OND EACH Sl1C(.ESSNE SHEET BEARS FOLLOWS. HOIiC HOR11ONiNLL THK THICKCONSTRUCTION
<br /> THE ARCHITECTS SIGNED WET STAMP 9. ALL STEEL WORK SHALL BE PAINTED Ih ACCORDANCE WTTH THE DESIGN a CONSTRUCTION HR HOUR THOU THROlIG1H L RTYPE OF CONSTRUCTION 28 DAY STRENTHS WIC MINIMUM CEMENT SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS NOTED OTHERWISE M HEGHT TNNG TINNED
<br /> a. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION ORFACILTIESARENGTTOBE (Tt) RATIO CONTENT HVAC HEATINGVENTI:ATON TO TOP OF DATE: ISSUED FOR: BY:
<br /> AT
<br /> TERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. PER CUBIC YARD 10. ALL WELDS TO BE 1M'FILLET UNLESS NOTED OTHERWISE A R CONDTONING TOS S TOP O STEEL
<br /> IYF TYRCAL
<br /> S. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH Ul LISTED OR FIRE MARSHALL A. SLABS ON GRADE 2,500 PSI 5 0 45 6 SACKS 11. TOUCH UP ALL FIELD DRILLING AND WELDING WTTH 2 COATS OF GALVACON(ZINC RICH PAJ"OR IM ASIDE DIAMETER
<br /> APPROVED MATERALS IF APPLICABLE TO THIS FACiL:'N AND OR PROJECT STE. TY:
<br /> TOPPING SLABS APPROVED EQUAL IN H UNO UNLESS NOTED OTHERWISE
<br /> NFO INFORMATON
<br /> 10, CONTRACTOR TO PROVIDE A PON IABL E FIRE EXT INGUSHER WITH A RATING OF NOT LESS TWIN CONCRETE PIERS TOWER/POLE NOTES: NSUL INSULATION VERT VERT CAL
<br /> Z-A OR 2-Al 08C WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA.DURING 8 ALL STRUCTURAL CONCRETE 4,'500 PSI 5 0.45 6 12 SACKS INT INTERIOR V F VERIFY IN FIELD
<br /> CONSTRUCTION IDC INTL.RNATIONA:BI110NGfY)CF-
<br /> EXCEPT WALLS t VERIFICATION THAT THE PROPOSED roWERNOLE CAN SUPPORT THE PROPOSED ANTENNA AM' WITH 02-13-17 FINAL JRF
<br /> 11 CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, LOADING IS TO BE DONE BY OTHERS LBS POUNDS WC WITHOUT Q
<br /> C. CONCRETE WALLS 4,000 PSI <045 6125ACK.S WP WATERPROOF
<br /> EASEMENTS,PAVING,CURBING, D DURING AT MAY AVEO C UPON COMPLE CO S WORT I 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL ANIT IAL AND /Ae\
<br /> ON ORAB UT SHAM REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED Ot1E TO CONSTRUCTION CEMENT SHA I.SE ASTM C15O,PORTLAND CEMENT TYPE I U-10, FUTURE ANTENNAS ANTENNA COAX CABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE at.•.. 02-07-17 PRELIMINARY DMO
<br /> ON OR ABOUT 771E PROPERTY
<br /> CLNIE:RS SUITABLE TO AHE MANUFACTUR'_R5 REQUIREMENTS
<br /> 12. CONTRACTOR SHALL KEEP GENERAL WORK ARFA CLEAN AMU HAZARD FREE DURNG 7 THE CE ORES CO NT''NCRET75HPLL SUPERViSEAND BE RESP(NNS:BLL F-OR AHE METHODS ANI) _
<br /> CONSTRUCTION AND DISPOSE OF ALL D RT,DEBRIS,AND RUBS SH CONTRACTOR SHALL REMOVE PROCEDURES OF CONCRETE"PLACEMENT Ft PLATE ti O O O CHAP!-LINK FENCE LIDRAWN BY:-CHK.: APV.:
<br /> ABBREVIATED ROOFTOP SAFETY PROCEDURES a- CHH N4..NK FENCE WI BARB WIRE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES.SITE SHALL BE IEEE 3ALL �E�WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR�NTRANED W TH AN CN CENTERLINE � O D O WOOD FENCE DMO MWO MWO
<br /> IN CLEAN CONATION AND FREE FROM PAINT SPoTS.DUST OR SMUDGES OF ANY NATURE AR-ENTRAINING AGENT CONFORMING TO ASTM 0260.0484,0818,D989 AND 01017-TOTALAR 1`NHEN APPLICABLE}:
<br /> ((.) EXISTING T T IEIFPNONE
<br /> 13 THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORLZATIONTOPROCEEDWITH CONTENTSHA:BEN ACCORDANCEWTHTABLE 190420FTHE 2015BIG. CURRENT ISSUE DATE:
<br /> (AS PER'ACCIDENT PREVENTION PROGRAM'-B�PERMISSION OF WREN CONSTRUCTION,NC.- -1 P POWER
<br /> CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM 140T CLEARLY DEF94ED BY THE 4 REINFORCING STEEL SHALL CONFORM TO ASTM AS 15(INCLUDING 5UPPLEMEN T Sl),GRADE W. I OETAIL NUMBER -___-_____ 02-13-17
<br /> IO
<br /> CONSTRUCTN DRAWYNGSPUONTRAC I DOCUMENTS fy�0,000 PSI EXCEPTONS:ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHAH BE 03101109) - COAXIAL CARE
<br /> '•XJ, SMEET NUMBER
<br /> GRADE 40.ty� .OW PSL GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED FALL PROTECTION METHODS AND EQUIPMENT COAX COAXIAL CABLE
<br /> 14. THE CONTRACTCRSHALL PERFORMWORK DURING OWNERS PREFERRED HOURS TOAVOM SHALL CONFORMTOASnMA708.REINFORCINGCCMPLYNGWTTHASTMABIS(SI)MAYBEWELDED ROOF TOPINSIALLATONS LICENSURE:
<br /> DISTURBING NORMAL BUSINESS GILL Y IF MATERIAL PROPERTY REPORTSNNDICATING CONFORMANCE WITH WE LCING PROCEDURES
<br /> SPECIFIED IN AWS 014 ARE SUBMITTED. I 1-CRN WOKK IS BEING PI.NFGRMLO WIitNN?S LX AIV UNPRUTI-C IID H(XX-L[Xil: NIL SPECIAL INSPECTIONS:
<br /> IS THE CONTRACTOR SHALL PROVIDE THE CL'ENl PROPER INSURANCE CERTFY:ATES NA NG CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED SAFETY MONITOR-0 OBSERVE THE &A*+
<br /> CLIENT AS AOL)TIONAL NSURED,AND CLIENT PROOF OF LCENSE(S)AND PE a PD INSURANCE 5 REINFORCING STY,El SHALT BE DETAIL.EDINCLUDING HOOKS AND BENDS)IN ACCORDANCE WTlis. MOVEMEN IS AND ACTIVITIES OF THE CONSTRUCTION WORKERS SPECIAL INSPECTIONS IN ACCORDANCE WITH 2OI5 IBC SECTION 1704. SLFy
<br /> 16. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING Al L.INSPECTIONS AC1 31S AND 318.LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 3C BAR DIAMETERS ORA /SOT Yi
<br /> MINMUM OF 20' PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTLRSLAP P 2 SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS(:.E-,BACKING UP TOWARD
<br /> CARPER BARS AT LEAST 30 BAR O'AAAET£R:OR A MIN=MUM OF 7-0' LAP ADJACENT MILTS OF A ROOF EDGE,ETC.)OR UNSAFE ACTIVITIES THE SAFETY MONITOR MUST BE ON THE SAME ROOF SOILS/GEOTECHNICAL: v
<br /> 17 CAUT10NI CALL BEFORE YOU DIG[BURIED UTILITIES EXIST:N THE AREA AND UTft ITY INFORMATION CORNER
<br /> WIRE FABRIC A MINIMUM 1A E E S OR AMENDS. AND WITHIN VISUAL AND VERBAL DISTANCE OF THE CONSTRUCTION WORKERS ❑SHORING INSTALLATION AND MONITORING 1°, Z
<br /> SHOWN MAY NOT B€COMPLETE.CONTACT THE ONE-CALL UTILITY LOCATE SERVICE A MRNIMUM OF
<br /> 48 HOURS PRIOR TO CONSTRUCTION.DAL Bit 3. CONSTRUCTION INVOLVNG WORKERS TO APPROACH'WITHIN 8'OR LESS OF AN UNPROTECTED ❑OBSERVE AND MONITOR EXCAVATION
<br /> 8. ri'Et.LED WIRE FABRIC SHALL CONFOFLM TOASTM A•185 ROOF EDGE.REQUIRLS WORKERS TO CASE SAFETY LINE ❑VERIFY SOIL BEARING psf BEARING
<br /> 18 CONTRACTOR TO DOCUMENT AL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO CLI_=Ni 7. SPIRAL REMFORCEMENT SMALL 8E PLAIN ❑SUBSURFACE DRAINAGE PLACEMENT R� „(g�t-7
<br /> A ONG WITH REDLINED CONSTRUCTION SET WIRE CONFORMING TO ASTM A815,GRADE 60,ly`50,000 4 SAFETY LINE SHALL BE Mill MUM W DAME TER NYLON,W TH A NOMINAL TENSILE STRENGTH OF ❑VERIFY FILL MATERIAL AND COMPACTION
<br /> �' 5466 LBS. ❑VERIFY CONDITIONS AS ANTICIPATED
<br /> 10 CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP(R£DLINJNG)THE 8 NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE.FIELD BENT UNLESS
<br /> APPROVED CONSTRUCTION SET AND SUBMITtiNG THE REDLINED SET TO THECLENT UPON SPECIFOALIY SO DEIA CEO OR APPROVED BY THE CONSULTANT. 5 SAFETY LAE SHALL BE ATTACHED TO A SUBS TANIIAL MEMBER OF THE STRUCTURE. ❑PILE PLACEMENT(AUGER CAST(DRIYEN PILE} JURISDICTIONAL APPROVAL:
<br /> COMPLETION. ❑OTHER
<br /> 20. FOR COLLOCATION SITES:CON TACT T OWER OWNER REPRESENTATW FOR PARTICIPATION IN SO t0 CONCRE IF PROTECTION(COVER)FOR REINFORCING STEEL SHALL BE AS FOLLOWS 8. SAFETY UNE LE NGTHSHAL BE SET ALL OWING CONSTRUCTION WORKER TO REACH EDGE OF
<br /> ROOF,BUT NOT BEYOND REINFORCED CONCRETE:
<br /> WALK- CONICAL TE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' ❑REINr ORCING STEEL AND CONCRETE PLACEMENT
<br /> 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. ❑PRESTRESSED/PRECAST CONCRETE FABRICATION AND ERECTION
<br /> 21. GENERAL CONTRACTORSTOCOORDINATEALLPOWER:NSTALLAICIIW.:THPOWE.RCOMPANYAS -CONGRETEEXPOSEDTOFIIRTHORWEA'HER ❑BATCH PLANT[NSPECTION
<br /> REQUIRED CONTRACTOR TO REPORT POWER 1NSTALIATKK4 COOFLDINAT•ON SCJLUTION(5)TO (96BARS OR AGER) 2• 8 MONTHLY SAFETY INSPECTION AND MAINTENANCE OF RHE FALL PROTECTION EQUIPMENT SHALL
<br /> NETWORK CARRIER REPRESENTATIVE PROJECT CONSTRUCTION MANAGER AND ARCHITECT. (g5 BARS(Xi SMALLER) OCCUR BY THE SAFETY CCLh11A TTEE REPRESENTATIVES.1.NCLUD'�NG: ❑SHOTC�E
<br /> 22. ANY SUBSTITUTIONS OF MATERWLS ANOKA E QUIPMENT,MUST BE APPROVED BY CLIENT ,•T ❑GROUTING
<br /> CONSTRUCTION MANAGER -CONCRETE NOT EXPOSED TO WEATHER I0 1 CONTACT WITH GROUND USE Of
<br /> OF INSPECTION
<br /> CHEMIST ON AREA FOR HA7ARLL\. []OTHER
<br /> (SLABS,WALLS AND JOSTSI(1111 BARS AND SMALLER) 3/a' USE OF AN INSPE C7ION CHECNII IST L
<br /> (BEAMS.COLUMNS)IPFUMMY REINFORCEMENT TIES,STIRRUPS.SPIRALS) 112' INTERV•EWNG COWORKERS REGARDING SAFETY CONCERNS STRUCTURAL STEEL:
<br /> AND
<br /> ADA N THE CASE OF ROOFTOP SOLUTIONS FOR EQU+PMENT ANDA ANTENNA FRAMES WHf RF RE PORT�NC AND IIOCUMF NT ING ANY HAZARDS
<br /> PENLTRATIONN Of LX STING ROOFING MATERALS OCCUR,THE GENERAL CONTRACTOR SHALL 11_ BARS SHALL BE SUPPORTED ON CHaIits OR F1081E BRICKS REPORTING IHAIAtiOs ro THE SAFE TY coMM:TTEE FOR CONSIDERATION
<br /> ❑FABRICATION AND SHOP WELDS PROPRIETARY INFORMATION:
<br /> COORDINATE WITH BUIfAINGOWNERANO BULLRING RC)OFINGCONTRACIOROF RECOROFCR POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN ❑ERECTION AND FIELD WELDS AND BOLTING
<br /> <NSTALLATION,PATCH,REPAIR OR ANY AUGMENTATION TO THE ROOF,AND HAVE THE WORK 12 ANC>NOR SOI IS TO CONFORM TO ASTM A301 RECEV hG AN UNB ASED REVIEW OF ONES OWN WORK AREA BY ANOTHERCA
<br /> COWORKER SAFETY :OTHER 00 NOT SLE DRAWINGS.CONTRACTOR MUST VERIFY
<br /> GUARANTEED UNDER THE ROOFING C,ONTRAGIORS WARRANTY FOR MOISTURE PENETRATION OR REPRESENTATIVE
<br /> ALL GIMENSIONS AND ADVISEN UL NNIS Y
<br /> AND OTHER FUTURE BREACH OF ROOFING NTEGRTTY. 13 NONSHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACIURLR AND SHALJ.BE ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OFTH35
<br /> MXED MDPLACED TN STRICT ACCORDANCE WITH THE MANUFACTURERS PUBLISHED REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL DRAWING ARE SUPERSEOEG BY tHE LATEST
<br /> 24 IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION IS ANTENNAS WITHIN COMf Al FDSTRUCTURAL ALUMINUM THE INFORMATION CONTAINED IN THIS SFT OF DOCUMENTS
<br /> RECOMMENDATIONS.GROUT STRENGTH-SHALL BE AT LEAST EQUAL TO THE MATERAL ON WHICH NATIONAL ASSOCIAI ION O TOWER ERECTORS 2000 PUBL.CAI'ON
<br /> (SJHROUO£D)SUPPORT FRAMES OR TRIPODS,THE GENERAL CONTRACTOR SHALL COORDINATE IT LS PLACED(3.000 PSI MIN•P.0 V). ❑FABRICATION AND SHOP WELDS *PROPRIETARY BY NATURE.ANY LASE OR D,SCLOSLIRE
<br /> WTH THE FRP DESJGNERIFABRICATOR TO ENSURE THAT RHE FINAL FRP SHROUD IS SAIULAIING ON REFERENCED OSHA REGULATKKSTANDARDS ISITALL BE REVIEWED BY TOWER ERECTORS. ❑ERECTION AND FIELD WELDS AND BOLTING OTHERTHM WHICH IS RELATEDTGNAMED C DENT IS
<br /> APPEARANCE)DESIGNATED EXISTING EXTERIOR BUILD-M FACADE MATERIALS.TEXTURES,AND 14 ALL EXPANSION ANCHCAS TO BE Hk_TI BRAND.ADHESIVE ANCHORS REQUIRE TESTING 10 EQUIPMENT INSTALLERS,AND TOWERROOF TOP CONTRACTORSSUBCONIRACTORS CIOTHER STROTLY PROHIBITED.
<br /> COLORS THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK CO NFIRM CAPACITY JNLESS WAVCD BY ENGINEER 29 CFR 1926 500-SCOPE,APPLICATION,AND DEFNTONS
<br /> FASB NFRS-N A L TRP CONSTRUC LION WHEN PHOTO SIMJlAT10NS ARE PROVIDED,THE 29 CFR 1926 501-DUTY TO HAVE FALL PROTECTION DRAWING TITLE:
<br /> CCNT/UACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS NOICATEO IN 18 CFR 1926 502-FALL PROTECTION SYSTEMS CRITERA AND PRACTICES
<br /> PHOTO SIMULATIONS SHOP DRAWINGS SHALL BE PROV BED TO THE GENERAL CONTRACTOR STRUCTURAL MASONRY:
<br /> CONSTRUCTION COORDINATOR AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION ❑CONTINUOUS
<br /> GENERAL NOTES
<br /> 25 IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT ANDIORANTF-NNAFRAMES WHERE {"a� CAL!TWOWORKINGOAYS ❑PERIODIC
<br /> ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED,CONTRACTORS SHALLCONFAA(PRIOR TD t BEFORE YOU LIC' []OTHER --------_�_-_- [[DRAWING NUMBER:
<br /> SUBMITTING BID)WITH CONSLATING CONSTRUCTION COORDINATOR AND ARCHRECTTHE "
<br /> PRESENCE OF POST TENSIONTENDONS WITHINTHE ROOF SLAB-RESULTING ERDMAN - H OTHER: NONE REQUIRED -
<br /> UNDOGJMENTEDDESIGN CHANGE INTHFEXISTINGRLILLDINASG' SING
<br /> UILTDRAWSFT-HAVNG
<br /> INDICATEDAN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE WI EMBEDDED STEEL NATIONAL ITERES UNDERGROUND LOCATE ( _ 0
<br /> RE8A7 IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT.CONTRACTOR SHALL INCLUDE ANCHORING TO CONCRETE: V
<br /> PROVISIONS FOR X-RAY PROCEDURES INCLUDED IN BID;FOR All PENETRATION AREAS WHERE en w¢u.•Io.-,....x I
<br /> ANCHORING OCCURS =•.K••,w��„'� �-.�.'•a.•-• ❑BOLTS INSTALLED IN CONCRETE
<br /> ❑POST-INSTALLATION ADHESIVE ANCHORS
<br /> ❑POST-INSTALLATION MECHANICAL ANCHORS CEI JOS NUMBER: BWE 16-09122
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