5828 GLENWOOD AVE A T AND T MOBILITY ANTENNA 2021-11-18

26.GENERAL&SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABLE SYMBOLS AND ABBREVIATIONS IOIVO GENERAL NOTES: TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS(WHERE APPLICABLE).PLASTIC ZIP TIES STRUCTURAL STEEL NOTES: SHALL NOT BE PERMITTED FOR USE ON CLIENT PROJECTS.RECOMMENDED MANUFACTURE SHALL NC AIR CONDITIONING MAX MAXIMUM - 1. DRAWNGS ARE NOT TO BE SCALED,WRITTEN DIMENSIONS TAKE PRECEDENCE,THIS SET OF BE:PANDUIT CORP.METAL LOCKING TIES MODEL NO.MLT4S-CP UNDER SERIES-304(OR EQUAL). 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITT TO THE CONSULTANT FOR AGL ABOVE GRADE LEVEL MECH MECHANICAL _46 DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY,UNLESS NOTED PANDUIT PRODUCT DISTRIBUTED BY TRWRC OF TACOMA,WA _ - REVIEW PRIOR TO FABRICATION. APPROX APPROXIMATELY MTL METAL OTHERWISE.THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHNG ALL '----- ----- - - "- -" - - - -- -- - - _- - - - -- -- - -MFR- MANUFACTURE" - - at&t • MATERIALS,EQUIPMENT,LABOR,AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE - - 2. STRUCTURAL STEEL DESIGN,FABRICATION AND ERECTION(INCLUDING FIELD WELDING,HIGH BLDG BUILDING MGR MANAGER PROJECT AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL. DESIGN CRITERIA. STRENGTH FIELD BOLTING,EXPANSION BOLTS,AND THREADED EXPANSION ANCHORS)SHALL BE ELK BLOCKING MN MNMUM BASED ON THE AI.S.I."SPECIFICATION FOR THE DESIGN,FABRICATION,AND ERECTION OF B.O. BOTTOM OF MISC MISCELLANEOUS 2. PRIOR TO THE SUBMISSION OFBIDS,CONTRACTORS INVOLVED SHALLVISIT THE JOB SITE TO THE STRUCTURAL DESIGN OF THIS PROJECT IS 5/ACCORDANCEIMTH THE 2015 INTERNATIONAL STRUCTURAL STEEL FOR BUILDINGS'LATEST EDITION.SUPERVISION SHALL BE IN ACCORDANCE B.O.S. BOTTOM OF STEEL '"......... Your world. Delivered. FAMILIARIZE THEMSELVESIMTH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. BUILDING CODE WITH WASHINGTON STATE BUILDING CODE AMENDMENTS(2015 IBC) WITH 2015 IBC CHAPTER 22,BY AQUALIFIED TESTING AGENCY DESIGNATED BY THE CONSULTANT. N/A NOT APPLICABLE CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT THE CONSULTANT SHALL BE FURNISEOWITH A COPY OF ALL INSPECTION REPORTS AND TEST CLG CEILING NIC NOT N 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 N WRITING. -ROOF SNOW LOAD N/A(NOT A ROOFTOP SOLUTION) CONST CONSTRUCTION O.C. CPI 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) OM OVERHEAD BIDDINGAND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK.CONTRACTORS BIDDG THE JOB A. WIDE FLANGE SHAPE ASTM A992,Fy 50 KSI DBL DOUBLEC.2.CORIVEPISIMINE ARE NEVERTHELESS CAUTIONED THAT MNOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR -WIND EXPOSURE C B. OTHER SHAPE,PLATES AND ROD ASTM A36,Fy 36 KSI DINO DIAMETER PLCS PLACES SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR PROM COMPLETING THE PROJECT AND C. PIPE COLUMNS ASTM A53,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 A500,Fy 46 KSI ON DOWN PROJ PROJECT 18828 WOODINVILLEREDMOND 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 PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL.N 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:425.487.1732 WORK,UNLESS DIRECTED OTHERWISE. CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. PSI POUNDS PER SQUARE INCH WWW,CORNETHSTONE-ENGR.COM 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER A123/A123M-13. EA EACH PT PRFSMIRE 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. ALL WELDING SHALL BEN 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.AB.O.CERTIFIED WELDERS USING E70 XX ELECTRODES.ONLY PREQUALIFIED EQ EQUAL REQ REQUIRED MEANS,METHODS TECHNIQUES,SEQUENCES AND PROCEDURES FOR COORDINATING ALL BUILDINGIDWELLING CODE 2015 IBC(STATE BUILDING CODE,WAC CHAPTER 51-50 WELDS(AS DEFINED BY ANS)SHALL RE USED.WELDING OF GRADE 60 REINFORCING BARS(IF EQUIP EQUIPMENT RM ROOM PORTIONS OF THE WORK UNDER THE CONTRACT. 2015 IRC(STATE BUILDING CODE,WAG CHAPTER 51-51) REQUIRED)SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES.WELDING OF GRADE 40 EW. EACH WAY RO ROUGH OPENING WA6348 STRUCTURAL CODE 2015 IBC(STATE BUILDING CODE,WAC CHAPTER 51-50) REINFORCING BARS(IF REQUIRED)SHALL BE PERFORMED USING E70 XX ELECTRODES.WELDING OLT EXTERIOR 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDNG TO MECHANICAL CODE 2015 AMC(STATE BUILDING CODE,WAC CHAPTER 5152) 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 236-46A) FOR MATERIAL REQUIREMENTS OF WELDED BARS. FFIN FINISH LUOR FLUORESCENT SHTIM S SHEET GLENWOOD CODES OR ORDINANCES TAKE PRECEDENCE FIRE/LIFE SAFETY CODE 2015 IFC(STATE BUILDING CODE,WAC CHAPTER 5154A) 6. 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 6. COLD-FORMEDPLANS.PROVIDE FRAMUGSEC ION PROPERTIES TESFTHC INDICATED.ALLSI COLD-FORMED ORMESSTEE ON FS.LR FLOORSIDER SPEC SPECIFICATION THE FRAMING S.SHALL CONFORMMINIMUMTOHE ALS.I PROECIF CATIONFORTHEESIGN STEEL F.S. FOOTSF SQUARE E S S SHALL GIVE ACCORDANCE ANDC COMPLY WITHTH,ALL LAWS, ES,RULES,REGULATIONSTACTOR NOT REQUIRED IN ACCORDANCE WITH THE IBC 2015 BUILDING CODE. FREEINGSUCTLL TO THE AI.S.1.'SPECIFICATION FOR DESIGN OF COLD-FORMED FT FOOT SS STAINLESS STEEL 5828 GLENWOOD AVENUE SHALL GIVE ALL NOTICES AND ALL LAWS,ORDINANCES 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 98203 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 M 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 2 CONCRETE SHALL BEMIRED,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 AVALID CONTRACT DOCUMENT UNLESS NOTED OTHERWISE ONLY IF THE TITLE SHEET IS STAMPED'FOR CONSTRUCTION'AND EACH SUCCESSIVE SHEET BEARS CHAPTER 19 OF THE 2015 IBC.STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS HORZ HORIZONTAL THK THICK THE ARCHITECTS SIGNED WET STAMP. FOLLOWS. 8. ALL STEEL WORK SHALL BE PLANTED IN ACCORDANCE WITH THE DESIGN&CONSTRUCTION HR HOUR THRU THROUGH CONSTRUCTION TYPE OF CONSTRUCTION 28 DAY STRENTHS WIC MINIMUM CEMENT SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS NOTED OTHERWISE. HT HEIGHT TNNG TINNED 8. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION ORFACIUTIES ARE NOT TOBE (}t) RATIO CONTENT HVAC HEATNGVENTILATION T.O. TOP OF [REV::DATE:�ISSUEDFOR: BY. ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. PER CUBIC YARD 10. ALL WELDS TO BE 1/4'FILLET UNLESS NOTED OTHERWISE AIR CONDITIONING T.O.S. TOP OF STEEL TYP TYPICAL - 8. 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. NSIDE DIAMETER APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. A. SLABS ON GRADE 2,500 PSI 50s15 $SACKS APPROVED EQUAL. IN NCH UNO UNLESS NOTED OTHERWISE TOPPING SLABS 10. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHERWITH A RATING OF NOT LESS THAN CONCRETE PIERS - INFO INFORMATION TOWER/POLE NOTES: N 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING NT NSULATION VERT VERTICAL 7 INTERIOR V.I.F. VERIFY IN FIELD CONSTRUCTION. B. ALL STRUCTURAL CONCRETE 4,000 PSI 5 0.45 812 SACKS IBC INTERNATIONAL BUILDING CODE EXCEPT WALLS 1. VERIFICATION THAT THE PROPOSED TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA VV/ WITH 11. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS LOADING IS TO BE DONE BY OTHERS. LBS POUNDS W/O WITHOUT Qp 03-12-19 FINAL DMO EASEMENTS PAVING,CURBING,ETC.DURING CONSTRUCTION.UPON COMPLETION OF WORK, C. CONCRETE WALLS 4,000 PSI 5 OA5 612 SACKS 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 ON OR ABOUT THE PROPERTY. CEMENT SHALL BE ASTM C150,PORTLAND CEMENT TYPE II U.N.O. FUTURE ANTENNAS.ANTENNA COAX CABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE A03-06-19 PRELIMINARY JRF 2. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. 12. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING PROCEDURES OF CONCRETE PLACEMENT. O O O CHAIN-LINK FENCE DRAWN BY:-CHI.: APV.: CONSTRUCTION AND DISPOSE OF ALL DIRT,DEBRIS,AND RUBBISH OFFSITE.CONTRACTOR SHALL ABBREVIATED ROOFTOP SAFETY PROCEDURES II PLATE REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES.SITE SHALL 3. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AR-ENTRAINED WITH AN CENTERLINE K O K O CHAIN-LINK FENCE W BARB WIRE BE LEFT IN CLEAN CONDITION AND FREE FROM PANT SPOTS,DUST,OR SMUDGES OF ANY NATURE. WHEN APPLICABLE): �' ❑ ❑ ❑ ❑ WOOD FENCE JRF MWO MWO AIR-ENTRAINING AGENT CONFORMING TO ASTM C260,C494,C618,C989AND C1017.TOTAL AIR 13. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONTENT SHALL BE IN ACCORDANCE WITH TABLE 19042 OF THE 2015 IBC. (4 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,NC.- -P -P - POWER CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 4. REINFORCING STEEL SHALL CONFORM TO ASTM A615(INCLUDING SUPPLEMENT St),GRADE 60, 03A7199) 0 DETAIL NUMBER fy--B0,000 PSI.EXCEPTIONS:ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE X-4' SHEET NUMBER - GROUND WIRE 03-12-19 GRADE 40,fy=40,00D PSI.GRADE 60 REINFORCING BARS INDICATED CAN DRAWINGS TO BE WELDED FALL PROTECTION METHODS AND EQUIPMENT C COAXIAL CABLE 14. THE CONTRACTOR SHALL PERFORM WORK DURING OWNERS PREFERRED HOURS TO AVOID SHALL CONFORM TO ASTM A706.REINFORCING COMPLYING WITH ASTM A615 S1 INSTALLATIONS BE WELDED ROOF TOP SfALLATIONS DISTURBING NORMAL BUSINESS. ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES [LICENSURE: 15. THE CONTRACTOR SHALL PROVIDE THE CLIENT PROPER INSURANCE CERTIFICATES NAMING SPECIFIED INAW.S.DI4 ARE SUBMITTED. 1. FOR WORK BENG PERFORMED IMTHIN 25'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. ESL EY AC1 315AND 318.LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS ORAL SPECIAL INSPECTIONS IN ACCORDANCE WITH 2015 IBC SECTION 1704. uw�� O 16. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL INSPECTIONS. --�/'/j MNMUM OF 2-0'.PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS.LAP 2 SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS(I.E.,BACKING UP TOWARC AF' `4 17. CAUTION!CALLBEFOREYOUDIGI BURIED UTILITIESIXISTNTHEAREAANDUTILITYNFORMATION CORNER BARS AT LEAST 30 BAR DIAMETERS ORAMNIMUMOF7-0'.LAP ADJACENT MATS OF A ROOF EDGE,ETC.)OR UNSAFE ACTNITIES.THE SAFETY MONITOR MUST BE ON THE SAME ROOF SOILS/GEOTECHNICAL: ,c,, SHOWN MAY NOT BE COMPLETE CONTACT THE ONE-CALL UTILITY LOCATE SERVICE AMINIMUM OF WELDED WIRE FABRIC A MINIMUM OF T AT SIDES AND ENDS. AND WITHIN VISUAL AND VERBAL DISTANCE OF THE CONSTRUCTION WORKERS. DSHORING INSTALLATION AND MONITORING , :011 Ijy/ /-' 48 HOURS PRIOR TO CONSTRUCTION.DIAL 811. DOBSERVE AND MONITOR EXCAVATION -o 8. WELDED WIRE FABRIC SHALL CONFORM TOASTM A185. 3. CONSTRUCTION NVOLVNG WORKERS TO APPROACH WITHIN 6'OR LESS OF AN UNPROTECTED . Q' ROOF EDGE,REQUIRES WORKERS TO USE SAFETY LINE ❑VERIFY SOIL BEARING psf BEARING , -• 18. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO CLIENT ? 7. SPIRAL REINFORCEMENT SHALL BE PLAN WIRE CONFORMING TO ASTM A615,GRADE 60,y�0,000 ❑SUBSURFACE DRAINAGE PLACEMENT 3-12-19 ALONG WITH REDLINED CONSTRUCTIONSET. PSI. 4. SAFETY LINE SHALL BEMNIMUM IT DIAMETER NYLON,WITH ANOMNAL TENSILE STRENGTH OF ❑VERIFY FILL MATERIAL AND COMPACTION SSA 1 19. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP(REDLINING)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 LINE SHALL BE ATTACHED TOASUBSTAITIAL MEMBER OF THE STRUCTURE DOTHER JURISDICTIONAL APPROVAL: 20. FOR COLLOCATION SITES:CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN BID 10. CONCRETE PROTECTION(COVER)FOR REINFORCING STEEL SHALL SEAS FOLLOWS: 6. SAFETY LINE 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 21. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY AS 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. ❑pRESTRESSED/PRECAST CONCRETE FABRICATION AND ERECTION REQUIRED.CONTRACTOR TO REPORT POWER INSTALLATION COORDINATION SOLUTION(S)TO -CONCRETE EXPOSED TO EARTH OR WEATHER ❑BATCH PLANT INSPECTION NETWORK CARRIER REPRESENTATIVE,PROJECT CONSTRUCTION MANAGER AND ARCHITECT. (06 BARS OR LARGER) 7 8. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION EQUIPMENT SHALL (#5 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 DGROUTING CONSTRUCTION MANAGER. - -CONCRETE NOT EXPOSED TO WEATHER OR INCONTACT WITH GROUND INSPECTION OF CONSTRUCTION AREA FOR HAZARDS DOTHER (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) 112' NTERVIEWING COWORKERS REGARDING SAFETY CONCERNS STRUCTURAL STEEL: PENETRATION OF EXISTING ROOFING MATERIALS OCCUR,THE GENERAL CONTRACTOR SHALL REPORTING AND DOCUMENTING ANY HAZARDS COORDINATE WITH BUILDING OWNER AND BUILDING ROOFING CONTRACTOR OF RECORD FOR 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION ❑FABRICATION AND SHOP WELDS PROPRIETARY INFORMATION: INSTALLATION,PATCH,REPAIR OR ANY AUGMENTATION TO THE ROOF,AND HAVE THE WORK POSTING RESULTS INSPECTION AND ANY ACTION TAKEN ERECTION AND FIELD WELDS AND BOLTING GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION OR 12 ANCHOR BOLTS TO CONFORM TO ASTM A307. RECEIVING AN UNBIASED REVIEW OF ONES OWN WORK AREA BY ANOTHER COWORKER SAFETY DOTHER DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY AND OTHER FUTURE BREACH OF ROOFING INTEGRITY. REPRESENTATIVE ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY 13. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE ERRORS ANDOMISSIONS.ALLPREVIOUS ISSUES OF THIS AN 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. RECOMMENDATIONS.GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ONWHICH NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBLICATION STRUCTURAL ALUMINUM: (SHROUDED)SUPPORT FRAMES OR TRIPODS,THE GENERAL CONTRACTOR SHALL COORDINATE THE IN❑FABRICATION AND SHOP WELDS IS PROO R ION 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). PRIE TETARY BY NATURE.ANY USE OR DISCLOSURE APPEARANCE)DESGNATED EXISTNGEXTERIOR BUILDING FACADEMATERIALS TEXTURES,AND - REFERENCED OSHA REGULATIONISTANDARDS SHALL BE REVIEWED BY TOWER ERECTORS ❑ERECTION AND FIELD WELDS AND BOLTING OTHERW THAN RCH IS RELATED TO NAMED CLIENT IS COLORS.THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK 14.-AL ON AI L-EXPANSIQHORS-TO-BE-HILTISRAND.ADHESIVE ANCHORS REQUIRE TESTING TO - -EQUIPMENT-INSTALLERS,AND TOWER/ROOFTOP-CONTRACTORS/SUBCONTRACTORS---- --- •-BOTHER----- - - -- - - - - ---- --- -- --- - ------- -STfRICTLY-PROHIBITED; -= - FASTENERS IN ALL FRP CONSTRUCTION.WIHEN PHOTO SIMULATIONS ARE PROVIDED,THE CONFIRM CAPACITY UNLESS WANED BY ENGINEER. 28 CFR 1826.5013-SCOPE,APPLICATION,AND DEFINITIONS SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN 28 CFR 19213.501-DUTY TO HAVE FALL PROTECTION DRAWING TITLE• 19 CFR 1828 PHOTO SIMULATIONS.SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL CONTRACTOR, .502-FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES STRUCTURAL MASONRY: CONSTRUCTION COORDINATOR,PNDARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. ❑CONTINUOUS GENERAL NOTES 25. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT ANOpR ANTENNA FRAMES WHERE - _ - s CALL TWO WORKING DAYS ❑PERIODIC ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED,CONTRACTORS SHALL CONFIRM(PRIOR TO - - - -- - BEFORE YOU DIG! DOTHER {CEI.JO SUBMITTING BID)WITH CONSULTING CONSTRUCTION COORDINATOR-AND-ARCHITECT THE : --- - - _ - - DRAWING NUMBER: . WI PRESENCE OF POST TENSION TENDONS THIN THE ROOF SLAB-RESULTING FROM AN - -. .-- - 811 -- - • ---- OTHER: UNDOCUMENTED DESIGN CHANGE INTHE EXISTING BUILDING'AS-BUILT DRAWING SET-HAVING - INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE VW-EMBEDDED-STEEL --- -- �-- --- - - - - REBAR.IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT,CONTRACTOR SHALL INCLUDE NATIONAL UTILITIES UNDERGROUND LOCATE PROVISIONS FOR X-RAY PROCEDURES(INCLUDED INBID)FOR ALL PENETRATION AREAS WHERE ANCHORING TO CONCRETE: S)AT ANCHORING o°� °� « 0 "s. cco MR o OS ❑BOLTS INSTALLED IN CONCRETE EECTEc-RED EWER.oREEN (MDR-YELL WRVS, OW WRVRrx ❑POST-INSTALLATION ADHESIVE ANCHORS TEDMV-ORPME PROPOSED-WRRE YMEER-BLUE - peOBT-jN.STAIIAIION-MECHANICA_LANCHORS B NUMBER: LTE 203C/4C 19 09028 201 \ \