2215 MERRILL CREEK PKY CINGULAR WIRELESS ANTENNA 2019-02-11

GENERAL NOTES: 26. GENERAL&SUB CONTRACTORS SHALL USE STAINLESS STEEL TAETAL LOCKING nes FOR ALL CABLE STRUCTURAL STEEL NOTES: SYMBOLS AND ABBREVIATIONS TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS(WHERE APPUCABLE).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 TIES MODEL NO.MLT43CP WIDER 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. RENEW PRIOR TO FABRICATION. APPROX APPROXIMATELY MIL METAL OTHERWISE.THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MFR MANUFACTURE MATERIALS,EQUIPMENT,LABOR,AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE2. STRUCTURAL STEEL DESIGN,FABRICATION AND ERECTION(INCLUDING FIELD WELDING.HIGH BLDG BUILDING MGR MANAGER PROJECT AS DESCRIBED IN THE DRAWINGS AND OWNERS PROJECT MANUAL. DESIGN CRITERIA: STRENGTH FIELD BOLTING,EXPANSION BOLTS.AND THREADED EXPANSION ANCHORS)SHALL BE BLK BLOCKING MIN MINIMUM BASED ON THE A.I.S.L'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 B.O.S. BOTTOM OF STEEL ...// Your world. Delivered. FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. BUILDING CODE WITH WASHINGTON STATE BUILDING CODE AMENDMENTS(2015 INC) WITH 2015 IBC CHAPTER 22,BYA 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 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 ACCOMPLISHED AS SHOWN.PRIOR TO PROCEEDING WITH CONSTRUCTION,ANY ERRORS. DESIGN DATA FOR THE CITY OF EVERETT.Wk 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: ARCHRECTIENGINEER VERBALLY AND IN WRITING. -ROOF SNOW LOAD N/A(NOT A ROOFTOP SOLUTION) 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) 0M OVERHEAD AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK.CONTRACTORS BIDDING THE JOB A. WIDE FLANGE SHAPE ASTM AB92,Fy 50 KSI DBL DOUBLE � OFWEII�w�rONE ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR -WIND EXPOSURE B B. OTHER SHAPE,PLATES AND ROD ASTM A36,Fy 38 KSI DIA/0 DIAMETER PLCS PLACES SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND C. PIPE COLUMNS ASTM A53,Fy 36 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 10928 WOODINVILLE-REDMOND RD NE,SUITE 210 BEAR THE RESPONSIBILITY OF NOTIFYING(IN WRITING)THE RCHITECTENGINEER 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 ALL AND SHALL BE PERFORMED AND INSTALLED IN WITH THE F. CONNECTION BOLTS ASTM A325 DWG DRAWING PS SI POUNDS PER SQUARE POUNDS PER SQUARE FOOTCH PHONE:425.487.1732 EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE CURRENTLLWORKOT MATERIALSTHE FOLLOWING CODES AS ADOPTEDLLED IN ACCORDANCECCGOVERNING AUTHORITIES. WWW.CORNERSTONE-ENGR.COM WORK.UNLESS DIRECTED OTHERWISE BY 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER A123/A123M-73. 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. 6. ALL 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 PREQUAUFIED EQ EQUAL REQ REQUIRED MEANS,METHODS.TECHNIQUES,SEQUENCES,AND PROCEDURES FOR COORDINATING ALL BUILDINGIDWELLNG CODE 2015 IBC(STATE BUILDING CODE,WAC CHAPTER 51.60) WELDS(AS DEFINED BY AWS)SHALL BE USED.WELDING OF GRADE 60 REINFORCING BARS(IF EQUIP EQUIPMENT RM ROOM PORTIONS OF THE WORK UNDER THE CONTRACT. 2015 IRC(STATE BUILDING CODE,WAC CHAPTER 515SN89 1) REQUIRED)SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES.WELDING OF GRADE 40 E.W. EACH WAY RO ROUGH OPENING 8 STRUCTURAL CODE 2015 IBC(STATE BUILDING CODE.WAC CHAPTER 5160) REINFORCING BARS(IF REQUIRED)SHALL BE PERFORMED USING E70 XX ELECTRODES.WELDING EXT EXTERIOR 5. THE CONTRACTOR SH/LLL.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 MANUFACTURER'SNENDORS SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL ELECTRICAL CODE 2014 NEC(DEPT.OF LABOR 8 INDUSTIRES,WAC CHAPTER 296-468) FOR MATERIAL.REQUIREMENTS OF WELDED BARS. FIN FINISH SHT SHEET CODES OR ORDINANCES TAKE PRECEDENCE. FRENFE SAFETY CODE 2015 IFC(STATE BUILDING CODE,WAC CHAPTER 5154A) FLUOR FLUORESCENT SIM SIMILAR MUKILTEO HEIGHTS 6. COW-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 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 APPLICABLE CODES.REGULATIONS.AND ORDINANCES.CONTRACTOR NOT REQUIRED IN ACCORDANCE WITH THE 2015 IBC BUILDING COOK. FRAMING SHALL CONFORM TO THE A.I.S.I."SPECIFICATION FOR THE DESIGN OF COLD-FORMED FT FOOT SS STAINLESS STEEL 2215 MERRILL CREEK PKWY 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 98203 AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS(3/4DIA)AND SHALL HAVE A GALV GALVANIZED STD STANDRD SNOHOMISH COUNTY I. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 315 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 SQ IN SQUARE INCH DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR USE B. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8'DIA ASTM A307 BOLTS GYP BD GYPSUM WALL BOARD SUSP SUSPENDED -ISSUED FOR: 2. CONCRETE SHALL BE MIXED.PROPORTIONED,CONVEYED AND PLACED IN ACCORDANCE WITH I BY ALL PERSONNEL INVOLVED WITH THE PROJECT.THIS SET IS A VAUD CONTRACT DOCUMENT UNLESS NOTED OTHERWISE J ONLY IF THE TITLE SHEET IS STAMPED'FOR CONSTRUCTION'AND EACH SUCCESSIVE SHEET BEARS CHAPTER 190E THE 2015180.STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS HORZ HORIZONTAL THK THICK CONSTRUCTION THE ARCHITECT'S SIGNED WET STAMP. FOLLOWS. 9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN&CONSTRUCTION HR HOUR THRU THROUGH TYPE OF CONSTRUCTION 28 DAY STRENTHS W/C MINIMUM CEMENT SPECIFICATION AND IN ACCORDANCE WITH ASTM A30 UNLESS NOTED OTHERWISE. HT HEIGHT TNNG TINNED 8. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE (Pc) RATIO CONTENT HVAC HEATING VENTILATION T.O. TOP OF [REV::DATE:=ISSUED FOR: 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 TDS TOP OF STEELTYP TYPICAL 9. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L LISTED OR FIRE MARSHALL A. SLABS ON GRADE 2.5110 PSI s 0.45 5 SACKS 11. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON(ZINC RICH PAINT)OR I.D. INSIDE DIAMETER APPROVED MATERIALS IF APPUCABLE TO THIS FACILITY AND OR PROJECT SITE. TOPPING SLABS APPROVED EQUAL IN INCH VNO UNLESS NOTED OTHERWISE CONCRETE PIERS p INFO INFORMATION /��\ 10. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN TOWER/POLE NOTES: INSUL INSULATION VERT VERTICAL Q 02-19-18 FINAL JRF 2-A OR 2-AIOBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING INT INTERIOR V.I.F. VERIFY IN FIELD CONSTRUCTION. B. ALL STRUCTURAL CONCRETE 4,000 PSI 5 0.45 6 72 SACKS IBC INTERNATIONAL BUILDING CODE EXCEPT WALLS 1. VERIFICATION THAT THE PROPOSED TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA W/ WITH STRUCTURAL 71. CONTRACTOR SHALL MAKE NECESSARY PROVISIONSTO PROTECT EXiSTING IMPROVEMENTS, LOADING IS TO BE DONE BY OTHERS LBS POUNDS W/O WITHOUT A 02-08-18 PAGES ADDED JRF EASEMENTS,PAVING,CURBING.ETC.DURING CONSTRUCTION.UPON COMPLETION OF WORK C. CONCRETE WALLS 4,000 PSI 5 0.45 612 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 I U.N.O. FUTURE ANTENNAS.ANTENNA COAX CABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE A 02-05-18 PRELIMINARY JRF CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. 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 of CONCRETE PLACEMENT. ABBREVIATED ROOFTOP SAFETY PROCEDURES R PLATE O 0 0 0 CHIN-LINK FENCE -DRAWN BY:=CHK.: APV.: K 0 K 0 CHAIN-LINK FENCE W/BARB WIRE 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 WITHAN g. CENTERLINE JRF I MWO I MWO BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS,DUST,OR SMUDGES OF ANY NATURE. AIR-ENTRAINING AGENT CONFORMING TO ASTM C260,C494.C618,C989AND C1017.TOTAL AR (WHEN HE N APPLICABLE): WOOD FENCE 13. THE GENERAL SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONTENT SHALL BE IN ACCORDANCE WITH ACI 31& (5) EXISTING - T T - TELEPHONE CURRENT ISSUE DATE: THE GENERAL CORCCONTRACTOR STARTINGHLLWORKONRITTREM HRLEANLN TOFIRECEETHE (AS PER'ACCIDENT PREVENTION PROGRAM'-BY PERMISSION OF WREN CONSTRUCTION,INC.- © -P -P - POWER 4. REINFORCING STEEL SHALL CONFORM TO ASTM A615(INCLUDING SUPPLEMENT S1).GRADE 60, 03/01199) DETAIL NUMBER - GROUND WIRE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. fy=60,000 PSI.EXCEPTIONS:ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE ® SHEET NUMBER COAX COAXIAL CABLE 02-19-18 14. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID GRADE 40,N440,000 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 [LICENSURE QDAY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES 15. THE CONTRACTOR SHALL PROVIDE THE CLIENT PROPER INSURANCE CERTIFICATES NAMING SPECIFIED IN A.W.S.D14 RE SUBMITTED. 1. FOR WORK BEING PERFORMED WITHIN 25'OF AN UNPROTECTED ROOF EDGE,THE CONSTRUCTION SPECIAL INSPECTIONS: SUPERVISOR SHALL DESIGNATE A TRAINED SAFETY MONITOR TO OBSERVE THE MOVEMENTS AND CLIENT AS ADDITIONAL INSURED,AND CLIENT PROOF OF UCENSE(S)AND PE&PD INSURANCE. ACTIVITIES THE CONSTRUCTION WORKERS ISLE 5. REINFORCING STEEL SHALL BE DETAILED(INCLUDING HOOKS AND BENDS)IN ACCORDANCE WITH SPECIAL INSPECTIONS IN ACCORDANCE WITH2O15IBCSECTION1704. ,VifWpsy70 ACI 315 AND 318,LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS OR A 16. CONTRACTOR.SHALL BE RESPONSIBLE FOR SCHEDUUNGAND COORDINATING ALL INSPECTIONS. 2: SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS(LE.,BACKING UP TOWARD �/`� MINIMUM OFR'-0'.PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS.LAP Q'Q _ t7. CAUTION!CALL BEFORE YOU DIG!BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0'.LAP ADJACENT MATS OF A ROOF EDGE,ETC)OR UNSAFE ACTIVITIES,THE SAFETY MONITOR MUST BE ON THE SAME ROOF SOILSIGEOTECHNICAL: ``t WELDED WIRE FABRIC A MINIMUM OF IT SIDES AND ENDS. AND WITHIN VISUAL AND VERBAL DISTANCE OF THE CONSTRUCTION WORKERS ❑SHORING INSTALLATION AND MONITORING F A,".!.. SHOWN MAY NOT BE COMPLETE.CONTACT THE ONE-CALL UTILITY LOCATE SERVICEA MINIMUM OF ()OBSERVE AND MONITOR EXCAVATION !� �� 48 HOURS PRIOR TO CONSTRUCTION.DIAL 811. 3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN 8'OR LESS OF AN UNPROTECTED ()VERIFY SOIL BEARING psf BEARING . ' 6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-785, ROOF EDGE,REQUIRES WORKERS TO USE SAFETY LINE. 18. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO CLIENT 7. SPIRAL REINFORCEMENT SHALL BEPLAIN WIRECONFORMING TOASTM ABIS.GRADE BO,fy=60,Q00 ❑SUBSURFACE DRAINAGE PLACEMENT Ssrq L '(t9'!�a ALONG WITH REDLINED CONSTRUCTION SET. PSI. 4. SAFETY LINE SHALL BE MINIMUM 14"DIAMETER NYLON,WITH A NOMINAL TENSILE STRENGTH OF ['VERIFY FILL MATERIAL AND COMPACTION !/' 5400 LBS. ()VERIFY CONDITIONS AS ANTICIPATED 19. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP(REDLINING)THE 8, NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS ()PILE PLACEMENT(AUGER CAST/DRIVEN PILE) APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED SET TO THE CLIENT UPON SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. 5. SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE STRUCTURE. ❑OTHER =JURISDICTIONAL APPROVAL: COMPLETION. 20.FOR COLLOCATION SITES:CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN BID 10. CONCRETE PROTECTION(COVER)FOR REINFORCING STEEL SHALL BE AS FOLLOWS: 6. ROOF,SAFETY UNE BUT NOTL6GTH GTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO REACH EDGE OF D. REINFORCED CONCRETE: WALK. -CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 9' [REINFORCING STEEL AND CONCRETE PLACEMENT 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. OPRESTRESSED/PRECAST CONCRETE FABRICATION AND ERECTION 21. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY AS -CONCRETE EXPOSED TO EARTH OR WEATHER MATCH PLANT INSPECTION REQUIRED.CONTRACTOR TO REPORT POWER INSTALLATION COORDINATION SOLUTION(S)70 & MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION EQUIPMENT SHALL NETWORK CARRIER REPRESENTATIVE,PROJECT CONSTRUCTION MANAGER AND ARCHITECT. (716 BARS OR LARGER) 2' OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES.INCLUDING: ❑SHOTCRETE (86 BARS OR SMALLER) 1 12` 22. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT,MUST BE APPROVED BY CLIENT ❑GROUTING CONSTRUCTION MANAGER. -CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND USE OF INSPECTIONFONST CHECKLISTEA FOR HAZARDS ['OTHER (SLABS,WALLS AND JOISTS)(#11 BARS AND SMALLER) 3/4" 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: REPORTING AND DOCUMENTING ANY HAZARDS ['FABRICATION AND SHOP WELDS PROPRIETARY INFORMATION: PENETRATION OF EXISTING ROOFING MATERIALS OCCUR,THE GENERAL CONTRACTOR SHALL II. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS REPORTING HAZRDS TO THE SAFETY COMMITTEE FOR CONSIDERATION 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 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 POTHER DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY GUARANTEED UNDER THE.ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION OR. REPRESENTATIVE ALLDIMENSIONS 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 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. 24.IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN CONCEALEDRECOMMENDATIONS.GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBUCATION STRUCTURAL ALUMINUM: THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS (SHROUDED)SUPPORT FRAMES OR TRIPODS,THE GENERAL CONTRACTOR SHALL COORDINATE IT IS PLACED(3.600 PSI MINIMUM). ❑FABRICATION AND SHOP WELDS IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE WITH THE FRP DESIGNER/FABRICATOR TO ENSURE THAT THE FINAL FRP SHROUD IS SIMULATING(IN 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 APPEARANCE)DESIGNATED EXISTING EXTERIOR BUILDING FACADE MATERIALS,TEXTURES,AND 14. ALL EXPANSION ANCHORS TO BE HILTI BRAND.ADHESIVE ANCHORS REQUIRE TESTING TO EQUIPMENT INSTALLERS.AND TOWER/ROOF TOP CONTRACTORS/SUBCONTRACTORS ❑OTHER STRICTLY PROHIBITED. COLORS.THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK CONFIRM CAPACITY UNLESS WANED BY ENGINEER. 29 CFR 1926.500-SCOPE,APPUCATION,AND DEFINITIONS FASTENERS IN ALL FRP CONSTRUCTION.WHEN PHOTO SIMULATIONS ARE PROVIDED,THE29 CFR 1926.601-DUTY TO HAVE FALL PROTECTION -"DRAWING TITLE: CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN 79 CFR 1928.502-FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES 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 ANDIOR ANTENNA FRAMES WHERE ,Of CALL TWO WORKING DAYS ()PERIODIC ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED,CONTRACTORS SHALL CONFIRM(PRIORTO BEFORE YOU DIG! OOTHER. SUBMITTING BID)WITH CONSULTING CONSTRUCTION COORDINATOR ANO ARCHITECT THEY [} _DRAWING NUMBER: THE PRESENCE OF POST TENSION TENDONS WITHIN TROOF SLAB-RESULTING FROM AN !.' .� 81 1 OTHER:NONE REQUIRED UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING"AS-BUILT DRAWING SET'-HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE W/EMBEDDED STEEL REBAR.IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT,CONTRACTOR SHALL INCLUDE NATIONAL UTILITIES UNDERGROUND LOCATE r..^----- ( -- PROVISIONS FOR X-RAY PROCEDURES(INCLUDED IN BID)FOR ALL PENETRATION AREAS WHERE SWAN ANCHORING TO CONCRETE: jr v 1 ANCHORING OCCURS. mor No w,Occonnµcs Wrtaa HwortOSAm IDADS ()BOLTS INSTALLED IN CONCRETE 0 ELEGm10-RID Soave-CREa Com-YELLOW aaa�v-avx OPOST-INSTALLATION ADHESIVE ANCHORS _ MCAT/'O"M PROPOSED 'c E`""E`' OPOST-INSTALLATION MECHANICAL ANCHORS I "L rv.,,�-' CEI JOB NUMBER: LTE 5C-6C 17-09231