2215 MERRILL CREEK PKY VERIZON WIRELESS ANTENNA 2016-10-03

GENERAL NOTES: GENERAL NOTES(CONT'D): STRUCTURAL STEEL NOTES: SYMBOLS AND ABBREVIATIONS A/C AIR CONDITIONING MAX MAXIMUM 1. DRAWINGS ARE NOT TO BE SCALED,WRITTEN DIMENSIONS TAKE PRECEDENCE,THIS SET OF 25. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE 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 ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED,CONTRACTORS SHALL CONFIRM(PRIOR TO REVIEW PRIOR TO FABRICATION. APPROX APPROXIMATELY MTL METAL OTHERWISE.THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL SUBMITTING BID)WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THE MFR MANUFACTURE MATERIALS.EQUIPMENT.LABOR.AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB-RESULTING FROM AN 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. UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING'AS-BUILT DRAWING SET'-HAVING STRENGTH FIELD BOLTING.EXPANSION BOLTS.AND THREADED EXPANSION ANCHORS)SHALL BE ELK BLOCKING MIN MINIMUM veriZOn wireless INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE W/EMBEDDED STEEL BASED ON THE A.I.S.1.'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 REBAR.IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT,CONTRACTOR SHALL INCLUDE STRUCTURAL STEEL FOR BUILDINGS'LATEST EDITION.SUPERVISION SHALL BE IN ACCORDANCE B.O.S. BOTTOM OF STEEL We never Stop working foryou, FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. PROVISIONS FOR X-RAY PROCEDURES(INCLUDED IN BID)FOR ALL PENETRATION AREAS WHERE WITH IBC 2012 CHAPTER 22,BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE CONSULTANT. N/A NOTAPPLICABLE E 2a1 AVESE,SUITE UIT 3245 158TH CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT ANCHORING OCCURS. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST CLG CEILING NIC NOT IN CONTRACT BE8TH A E,WA 98008 UIT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE RESULTS. CLR CLEAR N.S. NEAR SIDE ACCOMPLISHED AS SHOWN.PRIOR TO PROCEEDING WITH CONSTRUCTION,ANY ERRORS, 26. GENERAL&SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CMU CONCRETE MASONRY UNIT NTS NOT TO SCALE OMISSIONS,OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CABLE TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS(WHERE APPLICABLE).PLASTIC ZIP 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: CONC CONCRETE PROJECT CONSULTANTS: ARCHITECT/ENGINEER VERBALLY AND IN WRITING. TIES SHALL NOT BE PERMITTED FOR USE ON CLIENT PROJECTS.RECOMMENDED MANUFACTURE CONST CONSTRUCTION O.C. ON CENTER SHALL BE:PANDUIT CORP.METAL LOCKING TIES MODEL NO.MLT4S-CP UNDER SERIES-304(OR TYPE OF MEMBER CONT CONTINUOUS O.D. OUTSIDE DIAMETER 3. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION EQUAL).PANDUIT PRODUCT DISTRIBUTED BY TRIARC OF TACOMA.WA. OM OVERHEAD AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK.CONTRACTORS BIDDING THE JOB A. WIDE FLANGE SHAPE ASTM A992,Fy 50 KSI DBL DOUBLE B. OTHER SHAPE,PLATES AND ROD ASTM A36,Fy 36 KSI DIA/0 DIAMETER PLCS PLACES ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR - PACIFIC CORPORATION SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND DESIGN CRITERIA: C. PIPECOLUMNS ASTM A53,Fy 35 KSI DIAG DIAGONAL PLYWD PLYWOOD IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS.THE BIDDER SHALL D. STRUCTURAL TUBING ASTM 4500,Fy 46 KSI DN DOWN PROJ PROJECT BEAR THE RESPONSIBILITY OF NOTIFYING(IN WRITING)THE ARCHITECT/ENGINEER OF ANY THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE INTERNATIONAL E. ANCHOR BOLTS ASTM A307 DET DETAIL PROP PROPERTY CONFLICTS,ERRORS,OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL IN BUILDING CODE 2012 WITH WASHINGTON STATE BUILDING CODE AMENDMENTS(IBC 2012) F. CONNECTION BOLTS ASTM 4325 DWG DRAWING PSF POUNDS PER SQUARE FOOT THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE PSI POUNDS PER SQUARE INCH DESIGN LOADS 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER A123/A723M-00. EA EACH PT PRESSURE TREATED PLANS PREPARED BY: WORK,UNLESS DIRECTED OTHERWISE. EL ELEVATION DESIGN DATA FOR CITU OF EVERETT,WA: ` 4. THECONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.I.AND AWS STANDARDS AND SHALL BE ELEC ELECTRICAL RAD RADIUS CORNERSTONE DOCUMENTS.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION -SNOW LOAD 25psf PERFORMED BY W.A.B.O.CERTIFIED WELDERS USING E70 XX ELECTRODES,ONLY PREQUALIFIED EQ EQUAL REQ REQUIRED �� e o i H E E a I 1 1.1 H c MEANS,METHODS,TECHNIQUES,SEQUENCES.AND PROCEDURES FOR COORDINATING ALL 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. -BASIC WIND SPEED 110 MPH(3 SEC GUST) REQUIRED)SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES.WELDING OF GRADE 40 E.W. EACH WAY RD ROUGH OPENING REINFORCING BARS(IF REQUIRED)SHALL BE PERFORMED USING E70 XX ELECTRODES.WELDING EXT EXTERIOR 16928 WOODINVILLE-REDMOND RD NE,SUITE 210 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO -WIND EXPOSURE C WITHIN 4'OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED.SEE REINFORCING NOTE SCH SCHEDULE WOODINVILLE,WA 98072 MANUFACTURER'SNENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL FOR MATERIAL REQUIREMENTS OF WELDED BARS. FIN FINISH SHT SHEET PHONE:425.487.1732 FLUOR FLUORESCENT SIM SIMILAR CODES OR ORDINANCES TAKE PRECEDENCE. CODE COMPLIANCE: 6. COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE,SIZE,AND GAGE SHOWN ON FLR FLOOR SPEC SPECIFICATION EMAIL:cei@comerstorre�rgr.wm e. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL IN STRICT THE PLANS.PROVIDE MINIMUM SECTION PROPERTIES INDICATED.ALL COLD-FORMED STEEL F.S. FAR SIDE SF SQUARE FOOT WWW.CORNERSTONE-ENGR.COM ACCORDANCE WITH ALL APPLICABLE CODES,REGULATIONS.AND ORDINANCES. CONTRACTOR ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE FRAMING SHALL CONFORM TO THE A.I.S.I.'SPECIFICATION FOR THE DESIGN OF COLD-FORMED FT FOOT SS STAINLESS STEEL PROJECT INFO: SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS AND CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. STEEL STRUCTURAL MEMBERS.' STL STEEL LAWFUL ORDERS OF ANY PUBLIC AUTHORITY,MUNICIPALAND UTILITY COMPANY SPECIFICATIONS, NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE GA GAUGE STRUCT STRUCTURAL AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. CODES. 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS(3/4"DIA.)AND SHALL HAVE A GALV GALVANIZED STD STANDARD MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. G.C. GENERAL CONTRACTOR SOFT SQUARE FOOT 7. GENERAL CONTRACTOR SHALL PROVIDE,AT THE PROJECT SITE,A FULL SET OF CONSTRUCTION BUILDING/DWELLING CODE IBC 2012(STATE BUILDING CODE,WAC CHAPTER 5150) GRIND GROUND SOIN SQUAREINCH DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR USE IRC 2012(STATE BUILDING CODE.WAC CHAPTER 5151) 8. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8'DIA.ASTM A307 BOLTS GYP BD GYPSUM WALL BOARD SUSP SUSPENDED BY ALL PERSONNEL INVOLVED WITH THE PROJECT.THIS SET IS A VALID CONTRACT DOCUMENT STRUCTURALCODE IBC 2012(STATE BUILDING CODE,WAC CHAPTER 5150) UNLESS NOTED OTHERWISE. SEA FLUKE ONLY IF THE TITLE SHEET IS STAMPED'FOR CONSTRUCTION'AND EACH SUCCESSIVE SHEET PLUMBING CODE UPC 2012(STATE BUILDING CODE.WAC CHAPTER 5156 AND 5157) HORZ HORIZONTAL THK THICK BEARS THE ARCHITECT'S SIGNED WET STAMP. MECHANICAL CODE IMC 2012(STATE BUILDING CODE,WAC CHAPTER 5152) 9, ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN&CONSTRUCTION HR HOUR THRU THROUGH ELECTRICAL CODE NEC 2008[LAWS.RULES&REG.FOR INSTALLING EL.WIRES&EQUIP. 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 TO BE (WAC)2964681 HVAC HEATING VENTILATION T.O. TOP OF 2215 MERRILL CREEK PARKWAY ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. FIREILIFE SAFETY CODE IFC 2012(STATE BUILDING CODE,WAC CHAPTER 5154 10. ALL WELDS TO BE 1/4'FILLET UNLESS NOTED OTHERWISE. AIR CONDITIONING T.O.S. TOP OF STEEL EVERETT,WA 98203 TYP TYPICAL 9. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L.LISTED OR FIRE MARSHALL FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.HANDICAPPED ACCESS REQUIREMENTS ARE 11. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON(ZINC RICH PAINT)OR I.D. INSIDE DIAMETER SNOHOM ISH COUNTY APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. NOT REQUIRED IN ACCORDANCE WITH THE 20121BC BUILDING CODE. APPROVED EQUAL. IN INCH UNO UNLESS NOTED OTHERWISE INFO INFORMATION ISSUED FOR: 10. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN TOWER/POLE NOTES: INSUL INSULATION VERT VERTICAL 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONCRETE NOTES: INTINTERIOR V.I.F. VERIFY IN FIELD CONSTRUCTION. IBC INTERNATIONAL BUILDING CODE CONSTRUCTION t. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-378. 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 EASEMENTS,PAVING.CURBING,ETC.DURING CONSTRUCTION.UPON COMPLETION OF WORK, 2. CONCRETE SHALL BE MIXED,PROPORTIONED.CONVEYED AND PLACED IN ACCORDANCE WITH 2 PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL AND WP WATER PROOF REV: DATE:=ISSUED FOR: BY: CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION CHAPTER 19 OF THE IBC 2012.STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS. ON OR ABOUT THE PROPERTY. FUTURE ANTENNAS.ANTENNA COAX CABLES ARE TO BE SUPPORTED AND RESTRAINED AT TYPE OF CONSTRUCTION 28 DAY STRENGTHS W/C MINIMUM CEMENT THE CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. 12. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING (fc) RATIO CONTENT PLATE o M O CHAIN-LINK FENCE CONSTRUCTION AND DISPOSE OF ALL DIRT,DEBRIS,AND RUBBISH.CONTRACTOR SHALL REMOVE A.SLABS ON GRADE PER CUBIC YARD ABBREVIATED ROOFTOP SAFETY PROCEDURES R EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES.SITE SHALL BE LEFT TOPPING SLABS CL CENTERLINE �"' C C O WOOD FENCE Al02-03-14 FINAL EJS IN CLEAN CONDITION AND FREE FROM PAINT SPOTS.DUST.OR SMUDGES Of ANY NATURE. CONCRETE PIERS 3.000 PSI '_.45 51/2 SACKS (WHEN APPLICABLE): T T TELEPHONE 13. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH B.ALL STRUCTURAL CONCRETE 4,000 PSI x.45 61/2 SACKS (E) EXISTING --p p POWER REVISED GROUND WIRE QC 01-17-14 AJB CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE EXCEPT WALLS (AS PER"ACCIDENT PREVENTION PROGRAM'•BY PERMISSION OF WREN CONSTRUCTION,INC.-03/01/99) a DETAIL NUMBER PRELIMINARY CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. X'K SHEET NUMBER coAx COAXIAL CABLE C.CONCRETE WALLS 4,000 PSI �.45 8 1/2 SACKS FALL PROTECTION METHODS AND EQUIPMENT 14. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID ROOF TOP INSTALLATIONS B 01-09-14 PRELIMINARY LJS DISTURBING NORMAL BUSINESS. CEMENT SHALL BE ASTM C150,PORTLAND CEMENT TYPE II U.N.O. 1. FOR WORK IS BEING PERFORMED WITHIN 25'OF AN UNPROTECTED ROOF EDGE,THE 15. THE CONTRACTOR SHALL PROVIDE THE CLIENT PROPER INSURANCE CERTIFICATES NAMING 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED SAFETY MONITOR TO OBSERVE THE SPECIAL INSPECTIONS: A 01-03-14 PRELIMINARY JEG CLIENT AS ADDITIONAL INSURED.AND CLIENT PROOF OF LICENSE(S)AND PE&PD INSURANCE. PROCEDURES OF CONCRETE PLACEMENT. MOVEMENTS AND ACTIVITIES OF THE CONSTRUCTION WORKERS. SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 2012 SECTION 1704. 18. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL INSPECTIONS. 4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR-ENTRAINED WITH 2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS(I.E..BACKING UP DRAWN BY:-CHK.: APV.: AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260,C494,C618,C989 AND C1017.TOTAL AIR TOWARD A ROOF EDGE,ETC.)OR UNSAFE ACTIVITIES.THE SAFETY MONITOR MUST BE ON THE SOILS/GEOTECHNICAL: 17. CAUTION!CALL BEFORE YOU DIG!BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION CONTENT SHALL BE IN ACCORDANCE WITH SECTION 1904.2 OF THE IBC 2012. SAME ROOF AND WITHIN VISUAL AND VERBAL DISTANCE OF THE CONSTRUCTION WORKERS. JEG EJS M WO ❑SHORING INSTALLATION AND MONITORING SHOWN MAY NOT BE COMPLETE.CONTACT THE ONE-CALL UTILITY LOCATE SERVICE A MINIMUM OF 3. CONSTRUCTION INVOLVING WORKERSTOAPPROACH WITHIN B'OR LESS OF AN UNPROTECTED ❑OBSERVE AND MONITOR EXCAVATION CURRENT ISSUE DATE: 48 HOURS PRIOR TO CONSTRUCTION.DIAL811 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615(INCLUDING SUPPLEMENT SI),GRADE 60, ROOF RUCTION INVOLVING WORK R USE SAFETY LINE. ❑OBSER SAND ONIT fy=60,000 PSI.EXCEPTIONS:ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE psf BEARING r 18. CONTRACTORTO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHSAND SUBMITTOCLIENT GRADE 40.fy=40,000 PSI.GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED ❑SUBSURFACE DRAINAGE PLACEMENT C 02-03-14 ALONG WITH REDLINED CONSTRUCTION SET. SHALL CONFORM TO ASTM A706.REINFORCING COMPLYING WITH ASTM A615(St)MAY BE WELDED 4, SAFETY UNE SHALL BE MINIMUM'fi'DIAMETER NYLON.WITH A NOMINAL TENSILE STRENGTH OF ❑VERIFY FILL MATERIAL AND COMPACTION ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES 5400 LBS. ❑VERIFY CONDITIONS AS ANTICIPATED LICENSURE: 19. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP(REDLINING)THE SPECIFIED IN A.W.S.D14 ARE SUBMITTED. APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED SET TO THE CLIENT UPON 5. SAFETY LINE SHALL BE ATTACHED TOA SUBSTANTIAL MEMBER OF THE STRUCTURE, ❑PILE PLACEMENT(AUGER CAST/DRIVEN PILE COMPLETION. 6. REINFORCING STEEL SHALL BE DETAILED(INCLUDING HOOKS AND BENDS)IN ACCORDANCE WITH ❑OTHER AC1 315 AND 318.LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS OR A 6. SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO REACH EDGE OF ES L E 1' 20. FOR COLLOCATION SITES:CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN BID MINIMUM OF 2'-0".PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS.LAP ROOF,BUT NOT BEYOND, S REINFORCED CONCRETE: WALK. CORNER BARS AT LEAST 30 BAR DIAMETERS ORAMINIMUM OF2'-0'.LAP ADJACENT MATS OF .� OP W4syr0� WELDED WIRE FABRIC A MINIMUM OF 8'AT SIDES AND ENDS. 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. mREINFORCING STEEL AND CONCRETE PLACEMENT Q 21. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY AS ❑PRESTRESSED/PRECAST CONCRETE FABRICATION AND ERECTION 8. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION EQUIPMENT SHALL ❑BATCH PLANT INSPECTION REQUIRED.CONTRACTOR TO REPORT POWER INSTALLATION COORDINATION SOLUTION(S)TO 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. NETWORK CARRIER REPRESENTATIVE,PROJECT CONSTRUCTION MANAGER AND ARCHITECT. OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES,INCLUDING: ❑SHOTCRETE 32204 �7 8 SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615,GRADE 60,fy=60,000 INSPECTION OF CONSTRUCTION AREA FOR HAZARDS ❑❑OGROUTING °�SsGIST 22. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT,MUST BE APPROVED BY CLIENT I CONSTRUCTION MANAGER. USE OF AN INSPECTION CHECKLIST 02-03-14 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS 23. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. REPORTING AND DOCUMENTING ANY HAZARDS STRUCTURAL STEEL: PENETRATION OF EXISTING ROOFING MATERIALS OCCUR.THE GENERAL CONTRACTOR SHALL REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION m FABR I CATION AND SHOP WELDS COORDINATE WITH BUILDING OWNER AND BUILDING ROOFING CONTRACTOR OF RECORD FOR 10. CONCRETE PROTECTION(COVER)FOR REINFORCING STEEL SHALL BE AS FOLLOWS: POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN MERECTION AND FIELD WELDS AND BOLTING DRAWING INFORMATION: INSTALLATION,PATCH,REPAIR OR ANY AUGMENTATION TO THE ROOF,AND HAVE THE WORK 3' RECEIVING AN UNBIASED REVIEW OF ONE'S OWN WORKAREA BY ANOTHER COWORKER SAFETY GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION OR FOOTINGS AND OTHER UNFORMED REPRESENTATIVE ❑OTHER DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY AND OTHER FUTURE BREACH OF ROOFING INTEGRITY. SURFACES,EARTH FACE (A6 BARS OR LARGER) 2' REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES Of THIS 24. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN CONCEALED FORMED SURFACES EXPOSED (#5 BARS OR SMALLER) 7 1/2' NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBLICATION STRUCTURAL ALUMINUM: DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ENTS (SHROUDED)SUPPORT FRAMES OR TRIPODS,THE GENERAL CONTRACTOR SHALL COORDINATE TO EARTH OR WEATHER ❑FABRICATION AND SHOP WELDS THE INFORMATION CONTAINED INTHISE O DISCLOSURE WITH THE FRP DESIGNER/FABRICATOR TO ENSURE THAT THE FINAL FRP SHROUD IS SIMULATING(IN 3/4• REFERENCED OSHA REGULATION/STANDARDS SHALL BE REVIEWED BY TOWER ERECTORS, ❑ERECTION AND FIELD WELDS AND BOLTING IOTHER TIHANRWHICH AS RELATED TONAMED CLIENTOSU SE APPEARANCE)DESIGNATED EXISTING EXTERIOR BUILDING FACADE MATERIALS,TEXTURES,AND EQUIPMENT INSTALLERS,AND TOWER/ROOFAPPLICATION. TOP CONT DEFINITIONS CONTRACTORS/SUBCONTRACTORS COLORS.THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK 11. SLABS AND WALLS(INTERIOR FACE) 29 CFR 1928.500-SCOPE,APPLICATION,AND DEFINITIONS ❑OTHER STRICTLY PROHIBITED. FASTENERS IN ALL FRP CONSTRUCTION.WHEN PHOTO SIMULATIONS ARE PROVIDED,THE 29 CFR 1928.501-DUTY TO HAVE FALL PROTECTION CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN 12, BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. 19 CFR 1928.602-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. 13, ANCHOR BOLTS TO CONFORM TO ASTM A307. ❑CONTI NUOU$ GENERAL NOTES 14. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE ❑PERIODIC MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED ❑OTHER RECOMMENDATIONS.GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH DRAWING NUMBER: IT IS PLACED(3,000 PSI MINIMUM). OTHER: STRUCTURAL OBSERVATION FOR SEISMIC RESISTANCE 15. ALL EXPANSION ANCHORS TO BE HILTI BRAND.ADHESIVE ANCHORS REQUIRE TESTING TO STRUCTURE HEIGHT>75'PER IBC 1704.5 /� 0 CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER. ANCHORING TO CONCRETE: / XBOLTS INSTALLED IN CONCRETE /�^�\ I ❑POST-INSTALLATION ADHESIVE ANCHORS ❑POST-INSTALLATION MECHANICAL ANCHORS CEI JOB NUMBER: NB 13-20109