906 SE EVERETT MALL WAY A T AND T MOBILITY ANTENNAS 2020-10-14

N GENERAL NOTES: as.GENERALS SUB CONTRACTORS SHALL USE STAINLESS STEEL METALLOCKING TIES FOR ALL 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 CUENT PROJECTS.RECOMMENDED MANUFACTURE SHALL AIC AIR CONDITIONING MAX MAXIMUM 1. DRAWINGS ARE NOT TO BE SCALED,WRITTEN DIMENSIONS TAKE PRECEDENCE,THIS SET OF BE:PANDUIT CORP.METAL LOCKING TES MODEL NO./41.14S-CP UNDER SERIES-304(OR EQUAL). 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR AGL ABOVE GRADE LEVEL MECH MECHANICAL DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY,UNLESS NOTED PANDUIT PRODUCT DISTRIBUTED BY TRIARC OF TACOMA WA REVIEW PRIOR TO FABRICATION. APPROX APPROXIMATELY MTL METAL t�r OTHERWISE.THE GENERAL CONTRACTORS SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MFR MANUFACTURE ■■#1i MATERIALS,EQUIPMENT,LABOR,AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE DESIGNCRITERIA: 2. STRUCTURAL STEEL DESIGN,FABRICATION AND ERECTION(INCLUDING FIELD WELDING.HIGH BLDG BUILDING MGR MANAGER PROJECT AS DESCRIBED IN THE DRAWINGS AND OWNERS PROJECT MANUAL. STRENGTH FIELD BOLTING.EXPANSION BOLTS,AND THREADED EXPANSION ANCHORS)SHALL BE ELK BLOCKING MIN MINIMUM BASED ON THE A.I.S.I.SPECIFICATION FOR THE DESIGN.FABRICATION.AND ERECTION OF B.O. BOTTOM OF MISC MISCELLANEOUS 2. PRIOR TO THE SUBMISSION OF BIDS.CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE 2015 INTERNATIONAL STRUCTURAL STEEL FOR BUILDINGS'LATEST EDITION,SUPERVISION SHALL BE IN ACCORDANCE 5.0.5, BOTTOM OF STEEL '"....".-' Your world. Delivered. FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. BUILDING CODE WITH WASHINGTON STATE BUILDING CODE AMENDMENTS(2015 IBC) WITH 2015 IBC CHAPTER 22,BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE CONSULTANT. - N/A NOT APPUCABLE CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST CLG CEIUNG 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 ACCOMPLISHED 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 25 psi CONST CONSTRUCTION O.C. ON CENTER TYPE OF MEMBER CONT CONTINUOUS O.D. OUTSIDE DIAMETER 3. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION -BASIC WIND SPEED 110 MPH(3 SEC GUST) 061 OVERHEAD CORN�IS'8'ONPc AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK CONTRACTORS BIDDING THE JOB A WIDE FLANGE SHAPE SSW A992,Fy 60 KSI DEL DOUBLE �"-. NOINBBRINB,INC. ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AN OR -WIND EXPOSURE B B. OTHER SHAPE.PLATES AND ROD ASTM A38,Fy 36 KSI DIA/0 DIAMETER PLCS PLACES SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND C. PIPE COLUMNS ASTMA63,Fy 35 KSI DIAG DIAGONAL PLYWD PLYWOOD IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS.THE BIDDER SHALL CODE COMPLIANCE: D. STRUCTURAL TUBING ASTM A600,Fy 48 KSI DN DOWN PROJ PROJECT 16928 WOODINVILLE-REDMOND RD NE.SUITE 210 BEAR THE RESPONSIBILITY 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 PR/LW TO SUBMISSION OF CONTRACTORS PROPOSAL IN THE F. CONNECTION BOLTS AWN 5326 DWG DRAWING PSF POUNDS PER SQUARE FOOT PHONE:425.487.1732 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 PSI POUNDS PER SQUARE INCH WY. .CORNERSTOE-ENGR.COM WORK UNLESS 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 PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NO7 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 5.1.5.1.AND AWE STANDARDS AND SHALL BE ELEC ELECTRICAL RAD RADIUS =PROJECT INFO: DOCUMENTS.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PERFORMED BY WAB.O.CERTIFIED WELDERS USING ETC XX ELECTRODES.ONLY PREQUALIFIED EQ EQUAL REQ REQUIRED MENS,METHODS,TECHNIQUES,SEQUENCES,AND PROCEDURES FOR COORDINATING ALL BUILDING/DWELLING CODE 2015 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 pg PORTIONS OF THE WORK UNDER THE CONTRACT. 2015 INC(STATE BUILDING CODE,WAC CHAPTER 6151) REQUIRED)SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES.WELDING OF GRADE 40 E.W. EACH WAY RO ROUGH OPENING SN86 STRUCTURAL CODE 2015 IBC(STATE BUILDING CODE,WAC CHAPTER 5150) REINFORCING BARS(IF REQUIRED)SHALL BE PERFORMED USING E70 XXELECTRODES.WELDING EXT EXTERIOR 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MECHANICAL CODE 2015 IMC(STATE BUILDING CODE.WAC CHAPTER 5152) WITHIN 4'OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED.SEE REINFORCING NOTE SCH SCHEDULE MNUFACTUREASNENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL ELECTRICAL CODE 2014 NEC(DEPT.OF LABORS INDUSTIRES,WAC CHAPTER 206.46B) FOR MATERIAL REQUIREMENTS OF WELDED BARS. FIN FINISH SHT SHEET CODES OR ORDINANCES TAKE PRECEDENCE, FIRE4JFE SAFETY CODE 2015 IFC(STATE BUILDING CODE,WAC CHAPTER 5154A) FLUOR FLUORESCENT SIM SIMILAR EVERETT MALL FACIUTY IS UNMANNEDND NOT FOR HUMAN HABITATION,HANDICAPPED ACCESS REQUIREMENTS ARE 6. COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE,SIZE.AND GAGE SHOWN ON FLR FLOOR SPEC SPECIFICATION 6. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICTTHE 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 906 SE EVERETT MALL WAY SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS.ORDINANCES,RULES.REGULATIONS AND - STEEL STRUCTURAL MEMBERS." STI. 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 ACI 318. 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 2CONCRETE SHALL BE MIXED,PROPORTIONED,CONVEYED AND PLACED IN ACCORDANCE WITH 8. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 6/8"DIA.ASTM A307 BOLTS GYP BD GYPSUM WALL BOARD SUSP SUSPENDED ISSUED FOR: ' BY ALL PERSONNEL INVOLVED WITH THE PROJECT.THIS SET IS A VALID CONTRACT DOCUMENT UNLESS NOTED OTHERWISE. CHAPTER 19 OF THE 2015 IBC.STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS ONLY IF THE TITLE SHEET IS STAMPEDSTAMP.FOR CONSTRUCTION-AND EACH SUCCESSIVE SHEET BEARS HORZ HORIZONTAL THK THICK CONSTRUCTION J FOLLOWS THE ARCHITECTS SIGNED WET STAMP. 9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN&CONSTRUCTION HR HOUR - THRU THROUGH TYPE OF CONSTRUCTION 28 DAY STREN7HS WIC MINIMUM CEMENT SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS NOTED OTHERWISE. HT HEIGHT TNNG TINNED 8. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TORE HVAC HEATING VENTILATION T.O. TOP OF ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. (Tc) RATIO CONTENT 10. ALL WELDS TO BE 1/4'FILLET UNLESS NOTED OTHERWISE. AIR CONDITIONING T.0.5. TOP OF STEELLEv::oATE:-ISSUED FOR: BY:...... PER CUBIC YARD NP 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 A. SLABS ON GRADE 2.500 PSI 6 0.45 5 SACKS APPROVED MATERIALS IF APPUCABLE TO THIS FACIUTY AND OR PROJECT SITE. TOPPING SLABS APPROVED EQUAL IN INCH LINO UNLESS NOTED OTHERWISE CONCRETE PIERS INFO INFORMATION 10. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN TOWER//POLE NOTES: INSUL INSULATION VERT VERTICAL 2A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING - INT INTERIOR V.I.P. VERIFY IN FIELD B. ALL STRUCTURAL CONCRETE 4,000 PSI 50.45 812 SACKS CONSTRUCTION. IBC INTERNATIONAL BUILDING CODE EXCEPT WALLS 1. VERIFICATION THAT THE PROPOSED TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA W/ WITH 11. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS. LOADING IS TO BE DONE BY OTHERS. LBS POUNDS W/O WITHOUT Q 10-24-17 FINAL JRF C. CONCRETE WALLS 4.000 PSI 50.45 012 SACKS EASEMENTS,PAVING,CURBING,ETC.DURING CONSTRUCTION.UPON COMPLETION OF WORK. WP WATER PROOF 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 CEMENT SHALL BE ASTM C150,PORTLAND CEMENT TYPEI U.N.O. FURE ANTENNAS.TENNAS.ANTENNA COAX CABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE ON OR ABOUT THE PROPERTY. - TUCENTERS SUITABLE TO THE MANUFACTURERS REQUIREMENTS. /{ 10-05-17 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 CONSTRUCTION AND DISPOSE OF ALL DIRT.DEBRIS,AND RUBBISH OFFSITE.CONTRACTOR SHALL PROCEDURES ofCONCRETE PLACEMENT. ABBREVIATED ROOFTOP SAFETY PROCEDURES R PLATE O 0 0 0 CHAIN-LINK FENCE DRAWN BY:=CHK.: APV.: REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES.SITE SHALL K 0 K 0 CHAIN-LINK FENCE W/BARE WIRE JRF I MWO ' MWO BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS,DUST,OR SMUDGES OF ANY NATURE. 3. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR.ENTRAINED WITH N - I� CENTERLINE AIR-ENTRAINING AGENT CONFORMING TO ASTM 0260,C494,C618,0989 AND C1017.TOTAL AIR (WHEN APPLICABLE): o 0 0 0 WOOD FENCE 13. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TOPROCEED WITH CONTENT SHALL BE IN ACCORDANCE WITH ACI 318. (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.- 0 DETAIL NUMBER -P -P POWER CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. REINFORCING STEEL SHALL CONFORM TO ASTM A616(INCLUDING SUPPLEMENT SI),GRADE 80, 03/01199) SHEET NUMBER GROUND WIRE [LICENS10-2417 fy=60,000PSI.EXCEPTIONS NYBARSSPECIFICALLYSONOTEDONTHEDRAWINGSSHALLBE ® COAX COAXIALCABLE 14. THE CONTRACTOR SHALL PERFORM WORKDURING OWNER'S PREFERRED HOURS TO AVOID GRADE40,fr40,000 PSL GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED FALL PROTECTION METHODS NDEQUIPMENTDISTURBING NORMAL BUSINESS. SHALL CONFORM TO ASTM A700.REINFORCING COMPLYING WITH ASTM A615(51)MAYBE WELDED ROOF TOP INSTALLATIONSURE: ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES 15. THE CONTRACTOR SHALL PROVIDE THE CLIENTPRICERINSURANCECERTIFICATESNAMING SPECIFIED IN A.W.S.014 ARE SUBMITTED. 1. FOR WORK BEING PERFORMED WITHIN 25'OF AN UNPROTECTED ROOF EDGE,THE CONSTRUCTION SPECIAL INSPECTIONS'SHALL DESIGNATE A TRAINED SAFETY MONITOR TO OBSERVE THE MOVEMENTS AND CLIENT AS ADDITIONAL INSURED,AND CLIENT PROOF OF LICENSES)AND PE&PD INSURANCE. SLEW f 5. REINFORCING STEEL SHALL BE DETAILED(INCLUDING HOOKS AND BENDS)IN ACCORDANCE WITH ACTIVITIES OF THE CONSTRUCTION WORKERS. SPECIAL INSPECTIONS IN ACCORDANCE WITH 2015 IBC SECTION 1704. .W Ts O ) 18. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL INSPECTIONS. AC1315 AND 318.LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS OR A 'F- O hi. MINIMUM OF 7-0".PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS.LAP 2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS(I.E..BACKING UP TOWARD �,� CORNER BARS AT LEAST 30 BAR DIAMETERS ORA MINIMUM OF Y-0".LAP ADJACENT MATS OF A ROOF EDGE,ETC.)OR UNSAFE ACTIVITIES.THE SAFETY MONITOR MUST BE ON THE SAME ROOF SOILS/GEOTECHNICAL: y 17. CAUTION!CALL BEFORE YOU DIG!BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION t;,,,/i... 4116% SHOWN MAY NOT BE COMPLETE.CONTACT THE ONE-CALL UTILITY LOCATE SERVICE A MINIMUM OF .,065. 11 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 4/4 48 HOURS PRIOR TO CONSTRUCTION.DIAL 811. ❑OBSERVE AND MONITOR EXCAVATION °-' �� 0. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN 8'OR LESS OF AN UNPROTECTED ❑VERIFY SOIL BEARING psf BEARING 18. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO CUENT ROOF EDGE.REQUIRES WORKERS TO USE SAFETY LINE. ❑SUBSURFACE DRAINAGE PLACEMENT ALONG WITH RECLINED CONSTRUCTION SET. 7. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A818.GRADE 60,fy:-00,000 ' oNAL PSI. 4. SAFETY LINE SHALL BE MINIMUM'S"DIAMETER NYLON,WITH A NOMINAL TENSILE STRENGTH OF ❑VERIFY FILL MATERIAL AND COMPACTION 1B. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP(REDLINING)THE 5400 LBS. OVERIFY CONDITIONS AS ANTICIPATED APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED-SET TO THE CUENT UPON & 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 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 BID 10. CONCRETE PROTECTION(COVER)FOR REINFORCING STEEL SHALL BE AS FOLLOWS: 6. SAFETY UNE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO REACH EDGE OF WALK ROOF,BUT NOT BEYOND: REINFORCED CONCRETE: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' ❑REINFORCING STEEL AND CONCRETE PLACEMENT 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. 21. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY AS ❑PRESTRESSED/PRECAST CONCRETE FABRICATION AND ERECTION REQUIRED.CONTRACTOR TO REPORT POWER INSTALLATION COORDINATION SOLUTION(S)TO -CONCRETE EXPOSED TO EARTH OR WEATHER OBATCH PLANT INSPECTION NETWORK CARRIER REPRESENTATIVE,PROJECT CONSTRUCTION MANAGER AND ARCHITECT. (#6 BARS OR LARGER) 2" 8. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION EQUIPMENT SHALL (p5 BARS OR SMALLER) 11/2' OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES,INCLUDING: ❑SHOTCRETE 22. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT,MUST BE APPROVED BY CLIENT OGROUTING CONSTRUCTION MANAGER. -CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND INSPECTION OF CONSTRUCTION AREA FOR HAZARDS ❑OTHER (SLABS,WALLS AND JOISTS)0111 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 OFABRICATION AND SHOP COORDINATE WITH BUILDING OWNER AND BUILDING ROOFING CONTRACTOR OF RECORD FOR 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. POSING RESULTS OF INSPECTION ON AND ANY ACTONTTAKEN SIDERATION REPTING T ❑EREC ION AND FIELD WELDS WELDS ND BOLTING -PROPRIETARY INFORMATION: INSTALLATION,PATCH,REPAIR OR ANY AUGMENTATION TO THE ROOF,AND HAVE THE WORK 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. RECEIVING AN UNBIASED REVIEW OF ONE'S 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. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS 24. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN CONCEALED. MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL DRAWING ARE SUPERSEDED BY THE LATEST REVISION. (SHROUDED)SUPPORT FRAMES OR TRIPODS,THE GENERAL CONTRACTOR SHALL COORDINATE RECOMMENDATIONS.GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBLICATION STRUCTURAL ALUMINUM: THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS WITH THE FRP DESIGNER/FABRICATOR TO ENSURE THAT THE FINAL FRP SHROUD IS SIMULATING(IN IT IS PLACED(3,000 PSI MINIMUM} OFABRICATION AND SHOP WELDS IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE WITH THE FRPCE)DESIGNATED EXISTINGORTOEXTERIOR THATBUILDING FINAL MATERIALS,SHOUD IS UAND REFERENCED OSHA REGULATION/STANDARDS SHALL BE REVIEWED BY TOWER ERECTORS, ❑ERECTION AND FIELD WELDS AND BOLTING OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS APPCOLORS.THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK 14. ALL EXPANSION ANCHORS TO BE HILT BRAND.ADHESIVE ANCHORS REQUIRE TESTING TO EQUIPMENT INSTALLERS,AND TOWER/ROOF TOP CONTRACTORS/SUBCONTRACTORS ❑OTHER STRICTLY PROHIBITED. FASTENERS IN ALL FRP CONSTRUCTION.WHEN PHOTO SIMULATIONS ARE PROVIDED,THE CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER. 29 CFR 1920.600-SCOPE.APPLICATION,AND DEFINITIONS CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN 29 CFR 192.502-F501-DUTYLTO PROTECTIONAVE FALLSYSTEMS CRIT - - DRAWING TITLE: PHOTO SIMULATIONS.SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL CONTRACTOR, 19 CFR 1820.502-FALL SYSTEMS CRITERIA AND PRACTICES STRUCTURAL MASONRY: CONSTRUCTION COORDINATOR,AND ARCHITECT PRIOR TO FABRICATION ANDOCONTINUOUS CONSTRUCTION. CONTINUOUS GENERAL NOTES 26. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE CALL TWO WORKING DAYS - ❑PERIODIC ANCHORING TOA CONCRETE ROOF SLAB IS REQUIRED,CONTRACTORS SHALL CONFIRM(PRIOR TO 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 UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING"AS-BUILT DRAWING SET'-HAVING yy, OTHER: NONE REQUIRED r INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE WI EMBEDDED STEEL REBAR.IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT,CONTRACTOR SHALL INCLUDE NATIONAL UTILITIES UNDERGROUND LOCATE i PROVISIONS FOR X-RAY PROCEDURES(INCLUDED IN BID)FOR ALL PENETRATION AREAS WHERE LL ANCHORING TO CONCRETE: 1 ANCHORING OCCURS. `"``Y'"E`"IC`ACCOR1BEMPE4EN�NT`9.64ST1°``6'"I" OBOLTS INSTALLED IN CONCRETE f '�`/f A TRENGI'MOIMA KW SHALLBHWRHOWEOBVOOeM AOTORM3 .. ELECT=-RE0 SEWER.ORB. 0A666-YELLOW SURVEY- ❑POST-INSTALLATION ADHESIVE ANCHORS TEUOATV•ORAROE BS VIO-Wli1E WATER-BLUE ❑POST-INSTALLATION MECHANICAL ANCHORS 1 . .,. .-.... ... CEI JOB NUMBER: LTE 5C 6C 17-09069