906 SE EVERETT MALL WAY CINGULAR WIRELESS 2017-08-10

GENERAL NOTES: 26 GENERAL&SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FORAU,CABLE STRUCTURAL STEEL NOTES: SYMBOLS AND ABBREVIATIONS TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS(WHERE APPLICABLE).PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON CLIENT PROJECTS.RECOMMENDED MANUFACTURE SMALL A1C AIR CONDITIONING IA AX MAXIMUM 1 DRAWINGS ARE NOT TO BE SCALED,WRITTEN DIMENSIONS TAKE PRECEONNCE.THIS SET OF BE PANDU'T CORP.METAL LOCKING TIES MODEL NO.MLT4S-GP UNDER SERES'3W(OR EQUAL) 1 SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR AGL ABOVE GRADE LEVEL MEC" MECHANICAI V(X;UMEN 13:5!N It NEED TO BE USED FOR DIAGRAMMAIIC PURPOSES ONLY,UNLESS NOTED PANDU!T PRODUCT DISTRIBUTED BY TRCARC OF TACOMA WA REVIEW PRIOR TO FABRICATION APPROX APPROXIMATELY MITE METAL � �� OTHERWISE.THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MFR MANUFACTURE UM MA IERVLLS.EQUIPMENT,LABOR,AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE DESIGN CRITERIA: 2 STRENGTH STRUCTURAL DTEEL DESIGN.FABRICATION ICAT«�AERECTION REC ION(INCL UDING IONANCHOING HIGH RE B� BLOCKING G MIN MMNAGE PROJECT AS DESCRIBED IN THE DRAWINGS AND OWNERS PROJECT MANUAL BASED ON THE ALS I-SPECIFICATION FOR THE DESIGN,FABPoCAI ION,AND ERECTION OF B.O. BOTTOM OF WING MISCELLANEOUS 2. PR'DR TO THE SUBMISSION OF BIDS.CONTRACTORS INVOLVFD SHALL VLSI THE JOB SITE TO THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WHH INF 2015+NTE'RNATIONA STRUCTURAL STFEI.FOR BURDINGS-LATEST EDTION SUPERVISION SHALL BE IN ACCORDANCE BA.S BOTTOM OF STEEL Your World. Delivered. FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING,THE PROPOSED PROJECT. BUILDING CODE WITH WASHINGTON STATE BUILD NG CODE AMENDMENTS(2015 IBC) WITH 2015 ISO CHAPTER 22,BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE CONSULTANT NfA NOT APPLICABLE. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTKX41CONTRACT THE CONSULTANT SNA L RF FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST CLG CEILING NIC NOT IN CONTRACT DOCUMENTS TO VERIFY FIELD CONDITTIONS AND CONF IRM THAT THE PROJECT WILL BE DESIGN LOADS RESULTS. OUR CLEAR N.S. NEARSIDE ACCOMPLISHED AS SHOWN.PRIOR TO PROCEEDING WITH CONSTRUCTION,ANY ERRORS, DESIGN DATA FOR THE CITY OF EVERETT,WA CMU CONCRETE MASONRY UNIT N5 NOT TO SCALE OMISSIONS,OR DISCREPANCIES SHALL HE BROUGHT TO THE ATTENTION OFIHE 3 STRUCTURAL STEEL SMALL CONFORM TO THE FOLLOWING REQUIREMENTS GONG CONCRETE PLANS PREPARED BY:- ARCHITECTIENGINEER VERBALLY AND IN WRITING. -ROOF SNOW LOAD 25 PO CONST CONSTRUCTION O C. ON CENTER TYPE OF MEMBER CONT CONTINUOUS O.D. OUTSIDE DIAMETER 3, THE ARGHIl£CTSIENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION BASIC WIND SPEED 110 MPH(3 SEC GUST) OM OVERHEAD AND CONTRACT DOCUMENTS THF COMPL FTF SCOPE OF WORK(:(TNI PACT ORS RIDDING THF JOB A WIDE FIT ANGF SHAPF ASTM AN2.Fy 50 KSI DBL DOUBLE ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR -WIND EXPOSURE a B. OTHER SHAPE.PLATES AND ROD ASTM A36,Fy 36 KS- DA/0 DIAMETER RCS PEACES SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COWL E I:NG THE PROACH AND C P P1:COL.UMNS ASTM A53,Fy 35 KS: DAG DIAGONAL PLYWD PLYWOOD IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS.THE BIDDER SHALL CODE COMPLIANCE: D. STRUCTURAL TUBING ASIA AIVJ0,Fy 46 KSI DN DOWN PROI PRCXIECI 16925 WOODINVILLE-RE 0Fg14D RD NE.SUITE 210 BEAR THE RESPONSIBILITY Of NOTIFYING ENWRf11NG)THE ARGHI TLC I It NIER OF ANY E. ANCHOR SUE.TS ASTM A307 DET DETAIL PROP PROPERTY W00DINV•I L F,WA 98072 CONFLICTS,FRRORS.OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTORS PROPOSAL IN THE F CONNECTION BOLTS ASTM A325 DWG DRAWING PSF POUNDS PER SQUARE FOOT PHONE:425.487.1732 EVENT OF DISCREPANCIES TIE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE AL1 WORK AND MATERIALS SHALL BE PERFORMED AND INSTALS ED IN ACCORDANCE WITH THE PSI POUNDS PER SQUARE INCH WWW CORNERSTONE{ ME NCR CO WORK U'.!ESS DIRECTED OTHERWISE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. 4 ALL MATERIAL.TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER A123/A123M-13 EA EACH PT PRESSURE TREATED NOTHING IN THESE PIANS IS TO RF CONSTRUCTED TO PERM T WORK NOT CCINF0RM;NG TD THFSF EL f LEVATION 4. THE CONTRACTOR SHALL SUPERVISE AND DIREGI THE PROJECT DESCRIBED IN THE CONTRACT CODES. 5 AL L WELDING SMALL BE IN CONFORMANCE WITH ALS I AND AWS STANDARDS AND SHALL BE ELEC ELECTRI'GLL RAD RADIUS PROJECT INFO: fJ0CUMENTS THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FORALL CONSTRUCTION PERFORMED BY WA B O CERTIFIED WELDERS USING E70 XX ELECTRODES.ONLY PREgWLJFIEO EO EQUAL REQ REQUIRED M MS,METHOOS,TECHNIQUES,SEQUENCES,AND PROCEDURES FOR COORDINAT ING ALL BUILDNGIDWELUNG CODE 2015 JC(STATE BUILDING CODE,WAC CHAPTER 5150) WELDS(AS DEFINED BY AWS)SHALL BE USED.WELDING OF GRADE 80 REINFORCING BARS(IF EQUIP EQUIPMENT RM ROOM PORTIONS OF THE WORK UNDER THE CONTRACT 20151RC(STAT SLI CODE.WAC CHAPHER 5151) REQUIRED)SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES.WELDING OF GRADE 40 E.W EACH WAY RO ROUGH OPE MING SN86 STRUCTURAL CODE 2016:SC(STATE BUILDING CODE,WAC CHAPTER 5150) REINFORCING BARS(:F REQUIRED)SHALL BE PERFORMED USING En XX ELECTRODES,WELDING EXT EXTERIOR 5 THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MECHANICAL CODE 2015 LMC(STATE BUILDING CODE,WAC CHAPTER 51-62) WITHIN COP COLO BENDS IN REINFORCING STEEL IS NOT PERMITTED.SEF REINFORCING NOTF SOH SCHEDULE MANUFACTURER'SNENOOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL ELECTRICALCDDE 2014 NEC(DEPT.OF LABOR d INDUSTRIES,WAC CHAPTER 29SAGA) FOR MATERULL REQUIREMENT'S OF WELDED BARS FIN FINISH SET SHEET CODES OR ORDINANCES TAKE PRECEDENCE. FIREL FE SAFETY CODE 2015[PC(STATE BUILDING CODE,WAC CHAPTER 5154A) FLUOR FLUORESCENT SCENT SIM SIMILAR EVERETT MALL 6. COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE,SIZE,AND GAGE SHOWN ON FEEL FLOOR SPEC SPECIE CATION C All WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.HANDICAPPED ACCESS REQUIREMENTS ARE THEPLANS PROVIDE MINIMUM SECTION PROPERTIES INDICATED.ALL COLD-FORMED STEEL FS FAR SIDE SF SQUARE FOOL ACCORDANCE WITH ALL APPLICABLE CODES,REGULATIONS,AND ORU'NANCES CONTRACTOR N0T REQUIRED IN ACCO LDANCE WIN THE IBC 2D15 BUILD FIG C0DE FRAMING SWILL CONFORM TO THE AASH SPECIFICATION FOR THE DESIGN OF COLD-FORMED FT FOOT SB STAINLESS STEEL 906 SE EVERETT'MALL WAY SHAEl GIVE ALL NOTICES AND COMPLY WITH ALL LAWS.ORDINANCES,RULES,REGULATIONS AND STEEL STRUCTURAL MEMBERSSTL STEEL LAWFUL ORDERS OF ANY PUBLIC AUTHORITY,MUNICIPAL AND UTILITY COMPANY SPECIFICATONS, CONCRETE NOTES. CA GAUGE STRUCT STRUCTL;RAJ EVERETT,WA 98208 AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS(3W DIA)AND SWILL RAVE A GALV GALVANIZED STD STANDARD SNOHOMISH COUNTY I ALL CONCRETE CONSTRUCTION!SHALL BE IN AOCOHLDANCE WITH AC,_318. MINIMUM 03FTW0 B0LT5 UNLESS NOTED OTHERWISE. G.C. GFNF RAS C%)NTRACT0 R SO FT SQUARE LOOT 7 GENERAL CONTRACTOR SHALL PROVIDE.AT THE PROJECT SRIF.,A FULL SET OF CONSTRUCTION GRAD GROUND SO IN SQUARE.ING" DOCUMENTS UPDATED WITH THE LATEST REVlS ONS AND ADDENDA OR CLARIFICATIONS FOR USE 2 CONCRETE SHALL BE A/U(ED,PROPORTIONED,CONVEYED AND PLACED IN AGCORDIWCE WITH B NON-STRUCTURALCONNECTIONIS FOR STEEL GRATING MAY USE SW CIA ASYMA307 BOLTS GYP ISO GYPSUM WAI l BOARD SUSP SUSPENDED ISSUED FOR: BY ALL PERSONINEL INVOLVED WITH THE PROJECT.THIS SET IS A VALID CONTRACT DOCUMENT UNLESS NOTED OTHERWISE. T ONLY R THE TITLE SIG ET IS FOLLOWS- TE TAMPED'FOR CONSTRUCTION"AND EACH SUCCESSIVE SHEET SEMCHAPTER 10 OF THE 20151BC.STRENGTHS AT 28 DAYS AND MX CRITERIA SHALL BE AS S MR H0RLZ(N1AL THK THICK THE ARCHITECTS SIGNED WET STAMP 9. ALL SEL WORK SHALL 8E PAINTED IN ACCORDANCE WITH 17iE DESIGN 8 CUNSTRINCTION Fifa HOUR TINA THROUGH CONSTRUCTION TYPE OF CONSTRUCTION 28 DAY STRENT LS WIC MIN;f JM CEMENT SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS N0TED OTHERWISE. MT HEIGHT FANG TINNED B INEREDB THISf NSTR CTIONP PROJECT UNLESSTRUCTI0HER ISELITRES ARE NOT TO BE HVAC HEATING VENTAATKNH T.O. TOP OF ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. (1Y) RAllO CONTENT 10. ALL WELDS TO BE IIP FILLET UNLESS NOTED OTHERWISE AIR CONDITIONING T.O.S. TOP OF STEEL REV:DATE:-ISSUED FOR: BY: PER CUBIC YARD TYP TYPICAL 9. SEAL ALL PENETRATIONS THROUGH rRE FATED AREAS W.FH U.L.LISTED OR FIRE MARSHALL H 1 TOUCH UP ALL FIELD DRILUNG AND WELDING WI IH 2 COATS OF GALVACON(ZINC RICH PANT)OR T.D. INSIDE DIAMETER APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. A. SLABS(N GRADE 7,500 PSI s a 45 5 SACKS TOPPING SLABS APPROVED EQUAL. IN INCH LINO UNLESS NOTED OTHERWISE INFO INFORMATION CONCRETE PIERS TOWER/POLE NOTES: 10. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WTH A RATING OF N07LESS THAN ;NFO INFORM TI VERT VERTt.,Al 2A OR 2-At(IBC WITHER 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROTECT AREA lXIRING INT INTERIOR VIF VERIFY IN FIELD B ALLSIRUCTURAL CONCRETE 4,0(X1 PS. 5045 6111SACK5 CONSTRUCTION. LBC TNTC-RMATIONAL BUILDING CODE EXCEPT WALLS t. VER.FICnTION THAT THE PROPOSED TOWF,RPOLE CAN SUPPORT THE PROPOSED ANTENNA W/ WjH 11. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, LOADING 15 TO HE D(NHF BY C7THER5. LBS POUNDS WHO WITHOUT Q 10-1B•1B FINAL JRF CASEMENTS,PAVING,CURSING.ETC. CONSTRUCTION.UP0 WORK, C CONCRETE WAL LS 4,00 PSI 065 612SAC1_9 WP WATER PK(XN CONTRACTOR SHALL REPAR ANY DAMAGE THAI AV NAVE OCCURRED DUE TOCONS7RUCTIN 2 PROVIDE SUPPORTS FOR THE ANTENNA COAXARE TO TO THE ELEVATION OF All INITIAL AND ON OR ABOUT THE PROPERTY CEMENT SHALL BE ASTM 0750,PORTLAND CEMENT TYPE F U N O FUTUREANTENNAS.ANTENNA GOA)(CABLES ARE TO BE SUPPORTED AND RI.STTAINED AT THIELL A 10-05.18 PRELIMINARY JRF 11 11 CENTERS SUITABLE TO THE MANUFACTURERS REQUIREMENTS. 12 CONTRACTOR SHAKEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING 2. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND PROCEDURES OF CONCRETE PLACEMENT ABBREVIATED ROOFTOP SAFETY PROCEDURES CONSTRUCTION AND DISPOSE OF ALL D9TT,DEBRIS,AND RUBBISH.CONTRACTOR SHALL REMOVE R PLATE � o O O C3IAINLiNK FENCE RCURRENT D WN BY: CHK: APV-: EQUIPMENT NOT SPECIF;ED AS REMAINING O`I THE PROPERTY OR PREMISES.SITESHALLBELEF`O CHAIN-LINK FENCE W1 BARB WIREIN CLEAN CONUDION AND FREE FROM PAINT SPOTS,DUST,OR SMUDGES OF ANY NATURE. 3. ALLCONCRETE AG SURFACES EXPOSED TOSTANDINGWATERSHALL N CITI?TTOTAL H1NTH AN CFNTFRLINE ti JRF MmMWOAIR�NITRAINING AGENT CONFORMING TO ASTM 0280,G41N,0618.0888 AND 01017 TOTALAIR (WHEN APPLICABLE): Q ❑ [] WOOD FENCE(E) EXISTING 7 T TELEPHONE13. THE GENERAL CONTRACTOR SMALL RECENE WRITTEN AUTHORIZATION TO PROCEED WfTH CONTENT SHAD BE IN ACCORDANCE WITH TABLE 19()4 2 OF THE 2015 BC ISSUE DATE (AS PER'ACC.DENT PREVENTION PROGRAM'-BYPERMISSION OF WREN CONSTRUCTION,INC.- !' P POTTER CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLFARi Y DEFINED BY THE awime) F8� DETAIL NUMBER Q CONSTRUCI ION DRAWINGSCONTRACT DOCUMENTS 4. REV!FORGNG STEEL SHALL CONFORM TO ASTM A (INCLUDING SUPPLEMENT St L GRADE 60, SHEET NUMBER s 10-18 10 GROUND WIRE 1 V"1 V'1 6 fy 80,000 P51 E%CEPi:ONS:ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE (:[NTE COAXIAL CABLE 14. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID GRADE 40,",DW PSI.GRADE 60 REINFORCING BARS INDICA IED ON DRAWINGS TO BE.WELDED FALL PROTECTION)METHODS AND EQUIPMENT 11 1 DISTURBING NORMAL BUSINESS. SMALL CCNFORMTOASTM A706 REINFORCING COMPLYING WITH ASTM A815(S1j MAYBE YIELDED ROOF TOP INSTALLATIONS LICENSURE: ONLY IF MATERIAL PROPERTY REPORTS!NDICATWG CONFORMANCE WITH WELDING PRO CE DURES 15. THE CONTRACTOR SHALL PROVIDE THE CLIENT PROPER INSURANCE CERTIFICATES NAMING SPECIFIED INAWSD14ARE SUBMITTED T FOTRWORK IS BEING PERFORMED WIT HIN25'OFANUNPROTECTED ROOF EDGE,THE SPECIAL INSPECTIONS: CLIENT AS ADD710NAL INSURED,AND CLIENT PROOF OF LICENSE(3)AND PF.8 PD INSURANCE, CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED SAFETY MONITOR TO OBSERVE THE 5 REINFORCING STEEL SMALL BE DETAILED(INCLUDING HOOKS AND BENDS)IN ACCORDANCE WIIH MOVEMENTS AND ACTIVITIES OF THE CONSTRUCTION WORKERS SPECIAL INSPECTIONS INACCORDANCE WITH 2O15IBC SECTION 1704. -6 I6. CONTRACTOR SHALL BE RESPONSBLE FOR SC]HEDUUNG AND COORDINATING ALL INSPECTIONS. ACI 315 AND 318.LAP ALL CONTINUOUS REINFORCEMENTAT LEAST 30 BAR DIAMETERS ORA MINIMUMOFTIP.PROVIDE CORNER BARS AT ALL.WALL AND FOOTING INTERSECTIONS.IAP 2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS 41[,BACKING UP TOWARD .� 1pfNO CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 74r.LAP ADJACENT MATS OF A ROOF EDGE,ETC.)OR UNSAFE ACTIVITIES.THE SAFETY MONITOR MUST BE 0N7 THE SAME ROOF SOI LSIGE0TECHNICAL: 17 CAU TIONI CALL BEFORE YOU DIGI BURIED UTILITIES EXIST IN THE AREA AND UT'LOTY INFORMATION !m SHOWN MAY NOT BE COMPLETE.CONTACT THE ONE-CALL UTILITY LOCATE SERVICE A MINIMUM OF WELDED WIRE FABRIC A MINIMUM OF W AT SIDES AND ENDS AND WITHIN VISUAL AND VERBAL DISTANCE OF TIE CONSTRUCTION WORKERS. ❑SHORING INSTALLATION AND MONITORING 4S HOURS PRIOR TO CONSTRUCTION DAL 611 3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN VOR LESS OF AN UNPROTECTED []OBSERVE AND MONITOR EXCAVATION 6. WELDED WIRE FABRIC SHAT CONFIRM TO ASTM A-185. ❑VERIFY SOIL BEARING ps}BEARING M CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO CLIENT ROOF EDGE.REQUIRE$WORKERS TO USE SAFETY LINE. F.\ 7. SPIRAL REINFORCEMENT SHALL BE PLAIN E CONFORMING TO ASTM A615,GRADE 60,Fy=60.0 D ❑SUBSURFACE DRAINAGE PLACEMENT ALONG WITH REDLINED CONSTRUCTION SET WELL 4. SAFETY LINE SHALL BE MINIMUM%*DAME TER NYLON,WITH NOMINAL TENSILE STRENGTH OF ❑VERIFY FILL MATERIAL AND COMPACTION 19 CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIEUD BY MARKING UP(REDLINING)THE 5400 LBB ❑VERIFY CONDITIONS AS ANTICIPATED APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED SEI TO THE CLIENT UPON 8. NO BARS PARTWAY EMBEDDED N HARDENED CONCRETE SHALL BE FIELD GENT UNLESS ❑PILE PLACEMENT(AUGER CAST/DRIVEN PILE) COMEPLETION. SPECOF ICALLY SO DETAILED OR APPROVED BY THE CONSULTANT 5 SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE STRUCTURE ❑OTHER JURISDICTIONAL APPROVAL: 20. FOR COLLOCATION SITES:CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN BIO 10 CONCRETE PROTECTION(GOVFR)FOR REINFORCING STEEL SHALL WAS FOLLOWS 6. SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO REACTEDGE OF WALK ROOF.BUT NOT BEYOND REINFORCED CONCRETE: CONCRETE CAST AGAINST AND PERMANENTLY EJPOSEDTOEARTH 3• ❑REINF0RCINGSTEEL AND CONCRETE PLACEMENT 21, GENERAL CONTRACTOR IS TOCDDRDiNATE ALL POWER INSTALLATION WITH POWERC(MPANYAS 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. ❑PRESTRESSED/PRECAST CONCRETE FABRICATION AND ERECTION REOUIREO CONTRACTOR T0REPORT POWER INSTALLATION C00RDIW1i0NS0LUTi0N(S)TO -CONCRETEEXPOSED TOEARTH ORWEATHER ❑BATCH PLANT INSPECTION NETWORK CARRIER REPRESENTATIVE.PROJECT CONSTRUCTION MANAGERAND ARCHITECT. IAB BARS OR LARGER) 2' 8 MON rMLY SAFE OCCUR Y THE TYSINSP COMMITTEE REPRESENON AND TATIVES,OF THE ,E FALL(PROTECTION EQUIPMENT SHALL ❑SHOTC,RETE (It-,BARS OR SMALLER) 1117 ❑GROUTING 22. ANY SUBSTITUTIONS OF MATERIALS ANDI R EQUIPMENT.MUST BE APPROVED BY CLIENT -CONCRETE NOT EXPOSED TO WEATHER DR IN CONTACT WITH GROUND ON CONSTRUCTION AREA FON HAZARDS ❑OTHER CONSTRUCTION MANAGER. (BLABS,WALLS AND JOH ER)(R 11 BAR..AND SMALLER) 3fq' USE OF AN INSPECTION CHECKLIST 23. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND.0RANTIHNA FRAMES WHERE (BEAMS,COLUMNS)(PRIMARY REINFORCEMENT.TIES,STIRRUPS,SPIRALSH 1 11Z' INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS STRUCTURAL STEEL PENETRATION OF EXISTING ROOFING MATERIALS OCCUR THE GENERAL CONTRACTOR SHALL REPORTING AND RDSDOCT THE S ANY HAZARDS ❑FABRICATION AND SHOP WELDS PROPRIETARY INFORMATION: C00RDNATF WITH BUILDING OWNER AND BUILDING ROOFING CONTRACTOR OF RECORD FOR 11 BAR55HA1.BE SUPPORTED ON CHAIRS 0R ptIRIF BRICKS KEPOHHNG HnZARU$TO iNU SAFETY COMMITTEE FOR CONSIDERATION POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN DERECTION AND FI E L D WELDS AND BOLTING INSTALLATION,PATCH,REPAIR OR ANY AUGMENTATION TO THE ROOF,AND HAVE THE WK)PX. 12 ANCHOR BOL 15 TO CONFORM iU ASTM A707. RECEIVING AN UNBIASED REVIEW OF ONES OWN WORK AREA BY ANOTHER COWORKER SAFETY ❑OTHER DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY GUARANTEED UNDER THE ROOFING CONTRACTORS WARRANTY FOR MOISTURE PENETRATION OR REPRESENTATIVE ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY AND OTHER FUTURE BREACH OF ROOFING INTEGRITY 13. NOWSHFUNK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE ERRORS AND OMISSIONS,ALL PREVIOUS ISSUES OF THIS MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PUBLISHED REFER TO ROOFTOP W0RK AREA SAFETY PR0T000L DfRAW'ING ARE SUPERSEDED BY THE LATEST REVISION. 24. IN THE(:ASE OF ROOK TOPSOLUTIONSWIiH THE INSTALLATION QF ANTENNAS LL CO CONCEALED STRUCTURAL ALUMINUM: {SHROUDED)SUPPORT FRAMES OR TRIPODS,THE GENERAL CONTRACTOR SHALL COORDINATE RECOMMENDATIONS.GROUT STRENGTH SHALL BEAT LEAST EQUAL TO THE MATERIAL ON WHICH NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PI 13LIGT10N THE INF0RIMT0N CONTAINED.N THIS SET Of DOCUMENTS WITH THE FRP DESIGNER,FABRHCATOR TO ENSURE THAT THE FINAL FRP SHROUD IS SIMUTATNG(IN R IS PLACED(3,0(0 PSI MINIMUM). ❑FABRICATION AND SHOP WELDS 15 PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE APPEARANCE)DESIGNATED EXISTING EXTERIOR BUILD:NG FACADE MATERLNS,TEXTURES,AND REFERENCED OSHA REGULATI0N5TANDARDS SHALL BE REVIEWED BY TOWER ERECTORS, ❑ERECTION AND FIELD WELDS AND BOLTING OTHER THAN WHICH 1S RELATED TO NAMED CLIENT IS COLORS.THE CONTRACTOR SHALL FURTHERMORE ORC ENSURE TIC USE AT COUNTERSUNK 14. ALL EXPANSION ANCHORS TO BE HIL H BRAND ADHESIVE ANCHORS REQUIRE TESTING TO EQUIPME NI INSTALLERS,AND TOWERRROOF TOP CONTRgCTORSISUBCONTRACTORS [.)OTHER STRICTLY PROHIBITED FASTENERS IN ALL FRP TORS HALL FURION WHEN PHOTO SIM.UTAT0N5 ARE PROVIDED,THE CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER 29 CFR 1925.800-SCOPE.APPLICATION,AND DEFINITIONS CONTRACTOR SHAT L ENSURE THAT FINAL CONSTRUCTION RE PRF.SL NTS W14AT 13 1NDICATE0IN 29 CFR 1T26.501-ALLDUTPRO HAVE FN SYSTEMPROTECTIONR,`T - ---------- DRAWING TITLE.. 19 GFR tfl26.502 FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES PHOTO SIMULATIONS SHOP DRAWINGS SHALL BE PR0VID'cD TO THE GENERAL CONTRACTOR STRUCTURAL MASONRY. CONSTRUCTION COORDINATOR,AND ARCHITECT PRIOR TO FABRICATION AHO CONSTRUCTION DCONTINUOUS GENERAL NATES 25 IN THE CASE OF ROOFTOP SOL UTIONSFOR FCUIPMENTAND.'ORANTENNA FRAMES WHERE _ CALL TWO WORKING DAYS ❑PERIODIC ANCHORING IO A CONCRETE R00F SLAG IS RCQJIREO.CONTRACTORS SHALL CONFIRM(PR!ORTO BEFORE YOU DIGI D OTHER - SUBMITTING BID)WITH CONSUI TNG CONSTRUCTION COORDINATOR AND ARCHITFCT TMF '• DRAWING NUMBER: PRFSE NCE OF POST TENSION TENDONS AI THE ROOF SLAB-RESULTTNGFROMAN - -` __ 811 OTHER. UNDOCUMENTED DESIGN CHANGE IN IME EXISTING BUILDING YAS,81,1E I DRAWING SFr`-HAVING ..`-'LN` __ �-�-��'�- --- INDICATEDAN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE WA EMBEDDED STEEL - ---"- REBAR.IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT,CONTRACTOR SHALL INCLUDE NATIONAL UTILITIES UNDERGROUND LOCATE _ PROVISIONS FOR%.RAY PROGEDIRES(INCA L%)E ON BID)FOR ALL PERE TRATION AREAS WARE RE .e.I.cGltc wrem+elv�al n.wy ANCHORING TO CONCRETE: O ANCHORING OCCURS. Ils.r..wo w.caval.wa.m..�.e+,v.¢+ua+ucuxs.I DBOLTS INSTALLED IN CONCRETE \/ ❑POST-INSTALLATION ADHESIVE ANCHORS ❑POST-INSTALLATION MECHANICAL ANCHORS CEI JOB NUMBER:PRB RRH SWAP 16-09120