2020 LAKE HEIGHTS DR CINGULAR WIRELESS ANTENNA 2019-03-28

• GENERAL NOTES: 26. GENERAL&SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKINGTIES FOR ALL CABLE STRUCTURAL STEEL NOTES: SYMBOLS AND ABBREVIATIONS TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS(WHERE APPUCABLE).PLASTIC ZIP TES SHALL NOT BE PERMITTED FOR USE ON CUENT PROJECTS.RECOMMENDED MANUFACTURE SHALL A/C AIR CONDITIONING MAX MAXIMUM I. DRAWINGS ARE NOT TO BE SCALED.WRITTEN DIMENSIONS TAKE PRECEDENCE.THIS SET OF BE:PANDUIT CORP.METAL LOCKING TIES MODEL NO.MLT4S-CP UNDER SERES304(OR EQUAL). 1. SFBJP DRAWINGS FOR STRUCTURAL STEELSHALL BE SUBMITTED TO THE CONSULTANT FOR AGL ABOVE GRADE LEVEL MECH MECHANICAL 411111110-, DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY,UNLESS NOTED- PANDUIT PRO_DU_CT DISTRIBUTED BY TRIARC OF TACOMA,WA. REVIEW PRIOR TO FABRICATION. APPROX APPROXIMATELY MTL METAL k. t k MFR MANUFACTURE OTHERWISE.THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALt -- -- -- _ -- - - - - - - MATERIALS,EQUIPMENT,LABOR,AND ANY REQUIREMENTS DEEMED NECESSARY 70 COMPLETE 2 STRUCTURAL STEEL DESIGN,FABRICATION AND ERECTION(INCLUDING FIELD WELDING.HIGH BLDG BUILDING MGR MANAGER ....1 PROJECT AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL DESIGN CRITERIA: STRENGTH FIELD BOLTING.EXPANSION BOLTS,AND THREADED EXPANSION ANCHORS)SHALL BE BLK BLOCKING MIN MINIMUM \:..........-.. :J BASED ON THE A.I.S.I.'SPECIFICATION FOR THE DESIGN.FABRICATION,ANO ERECTION OF B.O. BOTTOM OF MISC MISCELLANEOUS "�"�.rat 2. PRIOR TO THE SUBMISSION OF BIDS.CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO TIE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE 2015 INTERNATIONAL STRUCTURAL STEEL FOR BUILDINGS"LATEST EDITION.SUPERVISION SHALL BE IN ACCORDANCE B.0.5. BOTTOM OF STEEL � Your world.d. Delivered. FAMILIARIZE THEMSELVES WITH AU.CONDITIONS AFFECTING THE PROPOSED PROJECT. BUILDING CODE WITH WASHINGTON STATE BUILDING CODE AMENDMENTS(2015 IBC) WITH 2515 EC CHAPTER 22,BY A QUAUFIED TESTING AGENCY DESIGNATED BY THE CONSULTANT. N/A NOT APPLICABLE CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT TFE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST CLG CEILING NIC NOT IN CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE DESIGN LOADS RESULTS. CLR CLEAR N.S. NEAR SIDE ACCOMPUSHED AS SHOWN.PRIOR TO PROCEEDING WITH CONSTRUCTION,ANY ERRORS. DESIGN DATA FOR THE CITY OF EVERETT,WA: CMU CONCRETE MASONRY UNIT NTS NOT TO SCALE OMISSIONS,OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: CONC CONCRETE =PLANS PREPARED BY: ARCHITECT/ENGINEER VERBALLY AND IN WRITING. -ROOF SNOW LOAD WA(NOT A ROOFTOP SOLUTION) CONST CONSTRUCTION O.C. ON CENTER TYPE OF MEMBER CONT CONTINUOUS 0.0. OUTSIDE DIAMETER 3. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION -BASIC WIND SPEED 110 MPH(3 SEC GUST) 0/H OVERHEAD AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK.CONTRACTORS BIDDING THE JOB A WIDE FLANGE SHAPE ASTM A692.Fy 50 KSI DK DOUBLE 110.-". COaNEnS7J�NE ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR -WINO EXPOSURE C S:n¢lwaealwo,Iw¢. B. OTHER PLATES AND ROD ASTM A53,Fy35 KSI DINE DIAMETERNPLCS PLACES O SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND C. PIPE COLUMNS ASTM A63,Fy35 KSI DIAD DIAGONAL PLYWD PLYWOOD IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS.THE BIDDER SHALL CODE COMPLIANCE: D. STRUCTURAL TUBING ASTM A500,fy 46 KSI ON DOWN PROJ PROJECT 16928 WOODINVILLE-REDMOND RD NE,SUITE 210 BEAR THE RESPONSIBIUTY OF NOTIFYING(IN WRITING)THE ARCHITECT/ENGINEER OF ANY E. ANCHOR BOLTS ASTM A307 DET DETAIL PROP PROPERTY WOODINVILLE,WA 98072 CONFLICTS,ERRORS,OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL IN THE F. CONNECTION BOLTS ASTM A325 DWG DRAWING PSF POUNDS PER SQUARE FOOT EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE PHONE:425.487.7732 WORK UNLESS DIRECTED OTHERWISE. CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. PSI POUNDS PER SQUARE INCH WWW.CORNERSTONE ENGR.COM 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER A123/A123M-13 EA EACH PT PRESSURE TREATED NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE EL ELEVATION 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT CODES. 5. AU.WELDING SHALL BE IN CONFORMANCE WITH A.I.S.I.AND AWS STANDARDS AND SHALL BE ELEC ELECTRICAL RAD RADIUS =PROJECT INFO: DOCUMENTS.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PERFORMED BY W.A.B.O.CERTIFIED WELDERS USING E70 XX ELECTRODES.ONLY PREQUALIFIED EQ EQUAL REO REQUIRED MEANS.METHODS,TECHNIQUES.SEQUENCES,AND PROCEDURES FOR COORDINATING ALL BUILDING/DWELUNG CODE 2016 IBC(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. 2016 IRC(STATE BUILDING CODE.WAC CHAPTER 5151) REQUIRED)SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES.WELDING OF GRADE 40 E.W. EACH WAY RO ROUGH OPENING WA6981 STRUCTURAL CODE 2015 IBC(STATE BUILDING CODE.WAC CHAPTER 51-50) REINFORCING BARS(IF REQUIRED)SHALL BE PERFORMED USING E70 XX ELECTRODES.WELDING EXT EXTERIOR 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MECHANICAL CODE 2015 IMC(STATE BUILDING CODE.WAC CHAPTER 6152) WITHIN 4 OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED.SEE REINFORCING NOTE SCH SCHEDULE MANUFACTURER'SNENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL ELECTRICAL CODE 2014 NEC(DEPT.OF LABOR&INDUSTIRES,WAC CHAPTER 296468) FOR MATERIAL REQUIREMENTS OF WELDED BARS. FIN FINISH SHT SHEET SILVER LAKE RELO CODES OR ORDINANCES TAKE PRECEDENCE. FIRE/LIFE SAFETY CODE 2016 IFC(STATE BUILDING CODE.WAC CHAPTER 6154A) FLUOR FLUORESCENT SIN SIMILAR 8. COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE,SIZE,AND GAGE SHOWN ON FLR FLOOR SPEC SPECIFICATION 8. AU.WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.HANDICAPPED ACCESS REQUIREMENTS ARE THE PLANS.PROVIDE MINIMUM SECTION PROPERTIES INDICATED.ALL COLD-FORMED STEEL F.S. FAR SIDE SF SQUARE FOOT ACCORDANCE WITH ALL APPUCABLE CODES,REGULATIONS,AND ORDINANCES.CONTRACTOR NOT REQUIRED IN ACCORDANCE WITH THE 2015 IBC BUILDING CODE. FRAMING SHALL CONFORM TO THE A.I.S.I.'SPECIFICATION FOR THE DESIGN OF COLD-FORMED FT FOOT SS STAINLESS STEEL 2020 LAKE HEIGHTS DRIVE SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS AND STEEL STRUCTURAL MEMBERS.' STL STEEL LAWFUL ORDERS OF ANY PUBLIC AUTHORITY,MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, CONCRETE NOTES: GA GAUGE STRUCT STRUCTURAL 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(3/4'DIA.)AND SHALL HAVE A GALV GALVANIZED STD STANDARD SNOHOMISH COUNTY 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH AC1318. MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. G.C. GENERAL CONTRACTOR SQ FT SQUARE FOOT 7. GENERAL CONTRACTOR SHALL PROVIDE,AT THE PROJECT SITE,A FULL SET OF CONSTRUCTION GRND GROUND SO IN SQUARE INCH DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR USE 2. CONCRETE SHALL BE MIXED,PROPORTIONED,CONVEYED AND PLACED IN ACCORDANCE WITH 8. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"DIA ASTM A307 BOLTS GYP BD GYPSUM WALL BOARD SUSP SUSPENDED -ISSUED FOR: BY ALL PERSONNEL INVOLVED WITH THE PROJECT.THIS SET IS A VAUD CONTRACT DOCUMENT CHAPTER 19 OF THE 2015 IBC.STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS UNLESS NOTED OTHERWISE. ONLY IF THE TITLE SHEET IS STAMPED FOR CONSTRUCTION'AND EACH SUCCESSIVE SHEET BEARS FOLLOWS. HORZ HORIZONTAL THK THICK THE ARCHITECT'S SIGNED WET STAMP. 9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN&CONSTRUCTION HR HOUR THRU THROUGH CONSTRUCTION TYPE OF CONSTRUCTION 28 DAY STRENTHS W/C MINIMUM CEMENT SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS NOTED OTHERWISE. HT HEIGHT TONG TINNED 8. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE Po HVAC HEATING VENTILATION T.O. TOP OF [REV::OATE:-ISSUED FOR: BY._ ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE ( ) RATIO CONTENT 10. ALL WELDS TOBE I/4"FILLET UNLESS NOTED OTHERWISE. PER CUBIC YARD AIR CONDITIONING T.O.S. TOP OF STEEL TYP TYPICAL 9. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L.LISTED OR FIRE MARSHALL 11. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON(ZINC RICH PAINT)OR I.D. INSIDE DIAMETER APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. A. SLABS ON GRADE 2,600 PSI s 0.45 6 SACKS APPROVED EQUAL. TOPPING SLABS IN INCH LINO UNLESS NOTED OTHERWISE 10. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN CONCRETE PIERS INFO INFORMATION t TOWERIPOLE NOTES: INSUL INSULATION VERT VERTICAL 2-A OR 2-A106C WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING B. ALL STRUCTURAL CONCRETE 4,000 PSI 5 0.45 81/2 SACKS INT INTERIOR V.I.F. VERIFY IN FIELD CONSTRUCTION. EXCEPT WALLS IBC INTERNATIONAL BUILDING CODE 1. VERIFICATION THAT THE PROPOSED TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA Nil WITH /�p\ 11. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, LOADING IS TO BE DONE BY OTHERS. LBS POUNDS W/0 WITHOUT V 04-20-18 FINAL JRF EASEMENTS.PAVING.CURBING.ETC.DURING CONSTRUCTION.UPON COMPLETION OF WORK, C. CONCRETE WALLS 4.000 PSI s 945 812 SACKS CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL AND WP WATER PROOF CEMENT SHALL BE ASTM C150,PORTLAND CEMENT TYPE!!U.N.O. ON OR ABOUT THE PROPERTY. FUTURE ANTENNAS.ANTENNA COAX CABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE & 04-09-18 PRELIMINARY JRF 12. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING 2. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. CONSTRUCTION AND DISPOSE OF ALL DIRT,DEBRIS;AND RUBBISH OFFSITE.CONTRACTOR SHALL PROCEDURES OF CONCRETE PLACEMENT. ABBREVIATED ROOFTOP SAFETYPROCEDURES R PLATE 0 0 0 0 CHAIN-LINK FENCE -DRAWN BY:=CHK.: APV.: REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES.SITE SHALL 3. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR-ENTRAINED WITH AN I 0 X 0 CHAIN-LINK FENCE W/BARB WIRE I BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS.DUST.OR SMUDGES OF ANY NATURE. (WHEN APPLICABLE): rL CENTERLINE F JRF ' MWO MWO AIR-ENTRAINING AGENT CONFORMING TO ASTM 0260,C494,0618,C989 AND C1017.TOTAL AIR WOOD FENCE 13. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONTENT SHALL BE IN ACCORDANCE WITH ACI31& (E) EXISTING T T TELEPHONE CURRENT ISSUE DATE: CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE (AS PER"ACCIDENT PREVENTION PROGRAM'.BY PERMISSION OF WREN CONSTRUCTION,INC.- --P -P - POWER 4. REINFORCING STEEL SHALL CONFORM TO ASTM A615(INCLUDING SUPPLEMENT SI),GRADE03/01/99) Q DETAIL NUMBER 60. CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS, - - GROUND WIRE 04-20-18 00 PSI.EXCEPTIONS:ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE SHEET NUMBER COP8 COAXIAL CABLE GRADE THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID GRADE 40,1y40,000 PSI.GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED FALL PROTECTION METHODS AND EQUIPMENT DISTURBING NORMAL BUSINESS. SHALL CONFORM TO ASTM A706.REINFORCING COMPLYING WITH ASTM A615(S1)MAY BE WELDED ROOF TOP INSTALLATIONS - LLCENSURE: ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES 16 THE CONTRACTOR SHALL PROVIDE THE CLIENT PROPER INSURANCE CERTIFICATES NAMING SPECIFIED IN A.W.S.D14 ARE SUBMITTED. 1. FOR WORK BEING PERFORMED WITHIN 26'OF AN UNPROTECTED ROOF EDGE,THE CONSTRUCTION SPECIAL INSPECTIONS: CLIENT AS ADDITIONAL INSURED,AND CLIENT PROOF OF LICENSE(S)AND PE&PD INSURANCE. SUPERVISOR SHALL DESIGNATE A TRAINED SAFETY MONITOR TO OBSERVE THE MOVEMENTS AND 5. REINFORCING STEEL SHALL BE DETAILED(INCLUDING HOOKS AND BENDS)IN ACCORDANCE WITH ACTIVITIES OF THE CONSTRUCTION WORKERS. SLE)� AC1 315 AND 918.LAP ALL CONTINUOUS REINFORCEMENTAT LEAST 30 BAR DIAMETERS ORA SPECIAL INSPECTIONS IN ACCORDANCE WITH 2015 IBC SECTION 1704. O 16. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL INSPECTIONS. `� -op' Hj MINIMUM OF 2'.0".PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS.LAP 2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS(LE.,BACKING UP TOWARC �Q-,� ')' 17. CAUTION!CALL BEFORE YOU DIG!BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION CORNER BARS AT LEAST 90 BAR DIAMETERS OR A MINIMUM OF 2'4".LAP ADJACENT MATS OF A ROOF EDGE,ETC.)OR UNSAFE ACTIVITIES.THE SAFETY MONITOR MUST BE ON THE SAME ROOF SOILS/GEOTECHNICAL: ,I SHOWN MAY NOT BE COMPLETE.CONTACT THE ONE-CALL UTILITY LOCATE SERVICE A MINIMUM OF WELDED WIRE FABRIC A MINIMUM OF 8"AT SIDES AND ENDS. AND WITHIN VISUAL AND VERBAL DISTANCE OF THE CONSTRUCTION WORKERS. ❑SHORING INSTALLATION AND MONITORING 49 HOURS PRIOR TO CONSTRUCTION.DIAL 811. ❑OBSERVE AND MONITOR EXCAVATION �, r-` *+ 6. WELDED WIRE FABRIC SHALL CONFORM TOASTM A-185. 3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN 8'OR LESS OF AN UNPROTECTED psf BEARING 1B, CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO CLIENT ROOF EDGE,REQUIRES WORKERS TO USE SAFETY LINE. ❑VERIFY SOIL BEARING `❑SUBSURFACE DRAINAGE PLACEMENT ALONG WITH REDLINED CONSTRUCTION SET. 7. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTMA815,GRADE 60,fy-00.000A �` PSI. 4. SAFETY LINE SHALL BE MINIMUM:4 DIAMETER NYLON,WITH A NOMINAL TENSILE STRENGTH OF ❑VERIFY FILL MATERIAL AND COMPACTION Ov 10. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP(REDUNING)THE 5400 LBS. ❑VERIFY CONDITIONS AS ANTICIPATED APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED SET TO THE CLIENT UPON 8. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS OPILE PLACEMENT(AUGER CAST/DRIVEN PILE) COMPLETION. SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. 5. SAFETY UNE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE STRUCTURE. ❑OTHER =JURISDICTIONAL APPROVAL: 20, FOR COLLOCATION SITES:CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN BID 10. CONCRETE PROTECTION(COVER)FOR REINFORCING STEEL SHALL BE AS FOLLOWS: 6. SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO REACH EDGE OF ROOF.BUT NOT BEYOND. REINFORCED CONCRETE: WALK. -CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 9" 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. ❑REINFORCING STEEL AND CONCRETE PLACEMENT 21.GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY AS .CONCRETE EXPOSED TO EARTH OR WEATHER OPRESTRESSED/PRECAST CONCRETE FABRICATION AND ERECTION REQUIRED.CONTRACTOR TO REPORT POWER INSTALLATION COORDINATION SOLUTION(S)TO (NIB BARS OR LARGER) 2 8. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION EQUIPMENT SHALL ❑BATCH PLANT INSPECTION NETWORK CARRIER REPRESENTATIVE,PROJECT CONSTRUCTION MANAGER AND ARCHITECT. (95 BARS OR SMALLER) 1 1/2" OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES,INCLUDING: ❑SHOTCRETE 22. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT.MUST BE APPROVED BY CLIENT -CONCRETE NOT EXPOSED 70 WEATHER OR tN CONTACT WITH GROUND INSPECTION OF CONSTRUCTION AREA FOR HAZARDS ❑GROUTING CONSTRUCTION MANAGER. ❑OTHER (SLABS,WALLS AND JOISTS)(#11 BARS AND SMALLER) 3/4' USE OF AN INSPECTION CHECKLIST 23, IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE (BEAMS.COLUMNS)(PRIMARY REINFORCEMENT,TIES,STIRRUPS,SPIRALS) 1 1/2" INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS STRUCTURAL STEEL: PENETRATION OF EXISTING ROOFING MATERIALS OCCUR,THE GENERAL CONTRACTOR SHALL REPORTING AND DOCUMENTING ANY HAZARDS 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBE BRICKS. REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION ❑FABRICATION AND SHOP WELDS COORDINATE WITH BUILDING OWNER AND BUILDING ROOFING CONTRACTOR OF RECORD FOR POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN ❑ERECTION AND FIELD WELDS AND BOLTING =PROPRIETARY INFORMATION: INSTALLATION,PATCH,REPAIR OR ANY AUGMENTATION TO THE ROOF,AND HAVE THE WORK 12. ANCHOR BOLTS TO CONFORM TOASTM A307. RECEIVING AN UNBIASED REVIEW OF ONES OWN WORK AREA BY ANOTHER COWORKER SAFETY GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION OR ❑OTHER DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY REPRESENTATIVE AND OTHER FUTURE BREACH OF ROOFING INTEGRITY. ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY 13. NON-SHRINK 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 WORK AREA SAFETY PROTOCOL 24. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN CONCEALED DRAWING ARE SUPERSEDED BY THE LATEST REVISION, RECOMMENDATIONS.GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBLICATION STRUCTURAL ALUMINUM: (SHROUDED)SUPPORT FRAMES OR TRIPODS,THE GENERAL CONTRACTOR SHALL COORDINATE THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS WITH THE FRP DESIGNER/FABRICATOR TO ENSURE THAT THE FINAL.FRP SHROUD IS SIMULATING 5H ITIS PLACED(3,000 PSI MINIMUM} DERECEIFABRICATION AND SHOP WELDS IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE APPEARANCE)DESIGNATED EXISTING EXTERIOR BUILDING FACADE MATERIALS.TEXTURES.AND REFERENCED OSHA ERS. TION/STANDARDS SHALL BE CTORSED BY TOWER ERECTORS ❑ERECTION AND FIELD WELDS AND BOLTING OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS 14. ALL EXPANSION ANCHORS TO BE HILT?BRAND.ADHESIVE ANCHORS REQUIRE TESTING TO EQUIPMENT INSTALLERS.AND TOWER/ROOF TOPN.AND DEFINITIONS CONTRACTORS/SUBCONTRACTORS COLORS.THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER. 29 CFR 1928,500-SCOPE,APPLICATION,AND DEFINITIONS ❑OTHER STRICTLY PROHIBITED. FASTENERS IN ALL FRP CONSTRUCTION.WHEN PHOTO SIMULATIONS ARE PROVIDED,THE 29 CFR 1026.501-DUTY TO HAVE FALL PROTECTION CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN 19 CFR 1920.602-FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES DRAWING TITLE: PHOTO SIMULATIONS.SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL CONTRACTOR, STRUCTURAL MASONRY: CONSTRUCTION COORDINATOR,AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. ❑CONTINUOUS GENERAL NOTES 25.IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE CALL TWO WORKING DAYS ❑PERIODIC ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED,CONTRACTORS SHALL CONFIRM(PRIOR TO _ - - p,. BEFORE YOU DIG! DOTHER SUBMITTING BID)WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THE DRAWING NUMBER: PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB-RESULTING FROM AN 811 OTHER:NONE REQUIRED UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING'AS-BUILT DRAWING SET'.HAVING .7 INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE W/EMBEDDED STEEL RF-BAR.IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT,CONTRACTOR SHALL INCLUDE - - NATIONAL UTILITIES UNDERGROUND LOCATE '.. N _ n PROVISIONS FOR X-RAY PROCEDURES(INCLUDED IN BID)FOR ALL PENETRATION AREAS WHERE ANCHORING TO CONCRETE: V SMMSTrMREcrnwxslwN.eS NTaoerCCNTRMCIORtsT.,+ua ❑BOLTS INSTALLED IN CONCRETE ANCHORING OCCURS. - 11.0111t10 IN.CCCImaNCS WRRCwmENTOSHA SIANIMms i FLLCTRC•RED SEWER.4RSSN weoti.lsarsaW aafr.rox ❑POST-INSTALLATION ADHESIVE ANCHORS - TSuurv, - pRaMoSm-wNi*S MMRSR-v.2 ❑POST-INSTALLATION MECHANICAL ANCHORS [CEIJOB NUMBER LTE 3C 4C 1709264