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4
<br /> GENERAL NOTES: 26. GENERAL S SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABLE STRUCTURAL STEEL NOTES: SYMBOLS AND ABBREVIATIONS
<br /> TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS(WHERE APPLICABLE).PLASTIC ZIP TIES
<br /> SHALL NOT BE PERMITTED FOR USE ON CLIENT PROJECTS.RECOMMENDED MANUFACTURE SHALL AIC AIR CONDITIONING MAX MAXIMUM
<br /> 1. DRAWINGS 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 SUBMITTED TO THE CONSULTANT FOR AGL ABOVE GRADE LEVEL MECH MECHANICAL
<br /> DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY,UNLESS NOTED PANOUIT PRODUCT DISTRIBUTED BY TRIARC OF TACOMA,WA. REVIEW PRIOR TO FABRICATION. APPROX APPROXIMATELY MTL METAL
<br /> OTHERWISE.THE GENERAL CONTRACTORS SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MFR MANUFACTURE
<br /> 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
<br /> PROJECT AS DESCRIBED N THEDRAWINGS AND OWNER'S PROJECT MANUAL. DESIGN CRITERIA: STRENGTH FIELD BOLTING,EXPANSION BOLTS,AND THREADED EXPANSION ANCHORS)SHALL BE BLK BLOCKING MIN MINIMUM
<br /> BASED ON THE&I.S.[.'SPECIFICATI0N FOR THE DESIGN,FABRICATION,AND ERECTION OF B.O. BOTTOM OF MISC MISCELLANEOUS
<br /> 2. PRIOR TO THE SUBMISSION OF BIDS,CONTRACTORS INVOLVED SMALL 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 You r world. Delivered.
<br /> FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. BUILDING CODE WITH WASHINGTON STATE BUILDING CODE AMENDMENTS(2015 SC) WITH 2015180 CHAPTER 22,BY QUALIFIED TESTING AGENCY DESIGNATED BY THE CONSULTANT. WA NOT APPLICABLE
<br /> CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE C0NSTRUCTI0NADONIRACT THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST CLG CEILING NIC NOT IN CONTRACT
<br /> DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE DESIGN LOADS: RESULTS. CUR CLEAR N.S. NEAR SIDE
<br /> 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
<br /> 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:
<br /> ARCHITECT/ENGNEER VERBALLY AND IN WRITING. -ROOF SNOW LOAD N/A(NOT A ROOFTOP SOLUTION) GONST CONSTRUCTION O.C. ON CENTER
<br /> TYPE OF MEMBER GOVT CONTINUOUS O.D. OUTSIDE DIAMETER
<br /> 3. THE ARCHITECTSIENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION -BASIC WIND SPEED 110 MPH(3 SEC GUST) OM OVERHEAD CCOPIN@RJTOIVE
<br /> AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK.C0NTRACTORS BIDDING THE JOB A. WIDE FLANGE SHAPE ASTM A992,Fy 50 KSI DBL DOUBLE
<br /> 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 36 KSI DIAIO DIAMETER PLCS PLACES E e
<br /> SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND C. PIPE COLUMNS ASTM A53,Fy 35 KSI DAG DIAGONAL PLYWD PLYWOOD
<br /> IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS.THE BIDDER SMALL CODE COMPLIANCE: D. STRUCTURAL TUBING ASTM A500,Fy45 KSI ON DOMPROI PROJECT 16928 WOODINVILLE-REDMOND RD NE,SUITE 210
<br /> BEAR THE RESPONSIBILITY OF NOTEYING(IN WRITING)THE ARCHITECTIENGINEEROF ANY E. ANCHOR BOLTS ASTM A307 DET DETAIL PROP PROPERTY W00DINVILLE,WA 98072
<br /> CONFLICTS,ERRORS,OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTORS PROPOSAL.IN THE F. CONNECTION BOLTS ASTM A1325 DWG DRAWING PSF POUNDS PER SQUARE FOOT PH0NE:425.487.1732
<br /> 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 W W WCORNERSTONE-ENGRCOM
<br /> 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. FA EACH PT PRESSURE TREATED
<br /> NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE EL ELEVATION
<br /> 4. THE CONTRACTOR SH/LLL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT CODES. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.IS.I.AND ANIS STANDARDS AND SHALL BE ELEC ELECTRICAL RAD RADIUS PROJECT INFO:
<br /> DOCUMENTS.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PERFORMED BY WA.S.O.CERTIFIED WELDERS USING E70 XX ELECTRODES.ONLY PREQU/LLIFED EQ EQUAL REQ REQUIRED
<br /> MEANS,METHODS,TECHNIQUES,SEQUENCES,AND PROCEDURES FOR COORDINATING ALL BUILDIdG/DWELUNG CODE 2016 IBC(STATE BUILDING CODE,WAC CHAPTER 51-50) WELDS(AS DEFINED BY AWS)SHALL BE USED.WELDING OF GRADE W REINFORCING BARS(IF EQUIP EQUIPMENT RM ROOM
<br /> PORTIONS OF THE WORK UNDER THE CONTRACT. 20 RC(STATE BUILDING CODE,WAC CHAPTER 51-51) REQUIRED)SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES.WELDING OF GRADE 40 E.W. EACH WAY RD ROUGH OPENING SN05
<br /> STRUCTURAL CODE 201518C(STATE BUILDING CODE,WAC CHAPTER 51-50) REINFORCING BARS(IF REQUIRED)SHALL BE PERFORMED USING E70 XX ELECTRODES.WELDING E)CT EXTERIOR
<br /> 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MECHANICAL CODE 20151MC(STATE BUILDING CODE,WAC CHAPTER 51-52) WITHIN 4'OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED.SEE REINFORCING NOTE SCH SCHEDULE
<br /> MANUFACTURER'SIVENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL ELECTRICAL CODE 21114 NEC(DEPT.OF LABOR 6INDUSTIRES,WAC CHAPTER 29646A) FOR MATERIAL REQUIREMENTS OF WELDED BARS. FFIN LUOR FLUISORESCENi SIM SIMILAR PAI N E FIELD
<br /> CODES OR ORDINANCES TAKE PRECEDENCE. FIREILIFE SAFETY CODE 2015 IFC(STATE BUILDING CODE,WAC CHAPTER 51-54A)
<br /> S. COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE,SIZE,AND GAGE SHOWN ON FLR FLOOR SPEC SPECIFICATION
<br /> 6. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE N STRICT FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.HANDICAPPED ACCESS REQUIREMENTS ARE THE PLANS.PROVIDE MINIMUM SECTION PROPERTIES INDICATED.All COLO-FORMED STEEL F.S. FAR SIDE BE SQUARE FOOT
<br /> ACCORDANCE WITH ALL APPLICABLE CODES,REGULATIONS,AND ORDINANCES.CONTRACTOR NOT REQUIRED IN ACCORDANCE WITH THE IBC 2015 BUILDING CODE. FRAMING SHALL CONFORM TO THE A.I.S-I.'SPECIFICATION FOR THE DESIGN OF COLD-FORMED FT FOOT SS STAINLESS STEEL
<br /> SMALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS AND STEEL STRUCTURAL MEMBERS' STL STEEL 1 118 80TH STS W
<br /> LAWFUL ORDERS OF ANY PUBLIC AUTHORITY.MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, CONCRETE NOTES: GA GAUGE STRUCT STRUCTURAL EVERETT,WA 98203
<br /> AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 7- BOLTED CONNECTIONS SMALL USE BEARING TYPE ASTM AUS BOLTS(3I4-DIA)AND SHALL HAVE A GALV GALVANIZED STD STANDARD SNOHOMISH COUNTY
<br /> 1ALL CONCRETE CONSTRUCTION SHALL BE N ACCORDANCE WITH ACI-318. MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. G.C. GENERAL CONTRACTOR SO FT SQUARE FOOT
<br /> .
<br /> 7. GENERAL CONTRACTOR SHALL PROVIDE,AT THE PROJECT SITE,A FULL SET OF CONSTRUCTION GRND GROUND SQ IN SQUARE INCH
<br /> DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR USE 2 CONCRETE SHALL BE MDOED,PROPORTIONED,CONVEYED AND PLACED IN ACCORDANCE WITH e. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5'B'DA.ASTM A307 BOLTS GYP SD GYPSUM WALL BOARD SUSP SUSPENDED ISSUED FOR:
<br /> BY ALL PERSONNEL INVOLVED WITH THE PROJECT.THIS SET IS A VALID CONTRACT DOCUMENT UNLESS NOTED OTHERWISE. r
<br /> ONLY IF TIME N' EA
<br /> E TITLE SHEET IS STAMPED''FOR CONSTRUCTIOAND EACH SUCCESSIVE SHEET SEARS CHAPTER 19 KF THE 20151BC.STRENGTHS AT 28 DAYS AND MIXCRITERIA SHALL BE AS NORZ HORIZONTAL THK THICK L
<br /> THE ARCHITECTS SIGNED WET STAMP. FOLLO1N3. 9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN B CONSTRUCTION MR HOUR THRU THROUGH CONSTRUCTION
<br /> TYPE OF CONSTRUCTION 2B DAY STREHTHS WIC MINIMUM CEMENT SPECIFICATION AND IN ACCORDANCE WITH ASTM A35 UNLESS NOTED OTHERWISE. HIG
<br /> T HEIGHT TNNG TINNED
<br /> B. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE HVAC HEATING VENTILATION T.O. TOP OF
<br /> ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. (h) RATIO CONTENT
<br /> 10. ALL WELDS TO BE 1/4'FILLET UNLESS NOTED OTHERWISE. AIR CONDITIONING T.O.S. TOP OF STEEL REV:=DATE:=ISSUED FOR: BY:
<br /> PER CUBIC YARD
<br /> TYP TYPICAL
<br /> S. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH Ul.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
<br /> A SLABS 5
<br /> APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. TOPPING
<br /> GRADE 2,500 PSI 0 45 5 SACKS SLABS APPROVED EQUAL IN INCH LINO UNLESS NOTED OTHERWISE
<br /> CONCRETE PERS INFO INFORMATION
<br /> 10. CONTRACTOR TO PR0VIDEAP0R7ABLE FIRE EXTINGUISHER WITH OF NOT LESS TFOW TOWER/POLE NOTES: INSUL INSULATION VERT VERTICAL Q 10-27-16 FINAL DRA
<br /> 2-A OR 2-AIOBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONSOF PROJECT AREA OURING INT INTERIOR V.I.F. VERIFY IN FIELD
<br /> CONSTRUCTION B. ALL STRUCTURAL CONCRETE 4,000 PSI 50.45 6 12 SACKS IBC INTERNATIONAL BUILDING CODE
<br /> EXCEPT WALLS 1. VERIFICATION THAT THE PROPOSED TOWERIPOLE CAN SUPPORT THE PROPOSED ANTENNA
<br /> 11. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, LOADING IS TO BE DONE BY OTHERS. LBS POUNDS W� WITH
<br /> OB 10-26-16 PRELIMINARY JRS
<br /> EASEMENTS,PAVING,CURBING,ETC.DURING CONSTRUCTION.UPON COMPLETION OF WORK, C. CONCRETE WALLS 4,000 PSI 5 OAS 6 12 SACKS WP WATER PROOF
<br /> CEMENT SMALL BE ASTM C150,PORTLAND CEMENT TYPE U U.N.O.CONTRACTOR SWILL 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
<br /> ON OR ABOUT THE PROPERTY. FUTURE ANTENNAS.ANTENNA COAX CABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE Q09-26-16 PRELIMINARY JRS
<br /> 12. CONTRACTOR SMALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING
<br /> 2. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS.
<br /> PROCEDURES OF CONCRETE PLACEMENT.
<br /> CONSTRUCTION ANDDIFIEDA OF ALL DIRT,ON AND PROPERTY
<br /> OR PRONTRACTOR SMALL REMOVE ABBREVIATED ROOFTOP SAFETY PROCEDURES R PLATE O 0 o D CHAIN-LINK FENCE DRAWN BY., APV.:
<br /> EQUIPMENT NOT SPECIFIED AS REMAINING COI THE PROPERTY OR PREMISES.SITE SHALL BE LEFT ■ O I O CHAIN-LINK FENCE W/BARB WIRE
<br /> 3. ALL CONCRETEENTRAININ WITH SURFACES EXPOSED TO STAND ING WATER SHAL L N 01017.TOTAL WITH AN CL CENTERLINE JRS MWO MWO
<br /> IN CLEAN CONDITION AND FREE FROM PAINT SPOTS,DUST,COIN NUDGES OF ANY NATURE. WHEN APPLICABLE: -0 N7 ❑ ❑ WOOD FENCE
<br /> AIR-ENTRAINING AGENT CONFORMING TO ASTM C280,0494,Cel&CeB9 AND C1017.TOTAL AIR (E) EXISTING
<br /> 13. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONTENT SHALL BE IN ACCORDANCE WITH TABLE IDD420F THE 2015 IBC. T r TELEPHONE CURRENT ISSUE DATE:
<br /> 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
<br /> CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 4- REINFORCING STEEL SHALL CONFORM TO ASTM A615(INCLUDING SUPPLEMENT St),GRADE 60, 03101198) DETAIL NUMBER ___________ GROUND WIRE
<br /> Ll
<br /> Ei
<br /> /y-60,000 PSI.EXCEPTIONS:ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE X-� SHEET NUMBER 10-27-16
<br /> 14. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TOAVOID GRADE 40,fy-40,000 PSI.GRADE 80 REINFORCING BARS INDICATED ON DRAWINGSTOBE WELDED FALL PROTECTION METHODS AND EQUIPMENT11
<br /> C(]A% COAXIAL CABLE
<br /> DISTURBING NORMAL BUSINESS. SHALL CONFORM TO ASTM A706.REINFORCING C0MPLYINGWITH ASTMA615(S1)MAY1BE WELDED R00F TOP INSTALLATIONS LICENSURE:
<br /> ONLY F MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES
<br /> SPECIFIED IN A.W.S.D14 ARE SUBMITTED. I. FOR WORK IS BEING PERFORMED WITHIN 25'OF AN UNPROTECTED ROOF EDGE,THE
<br /> 15. CLIENT
<br /> ENTASADTOR ADDITIONAL
<br /> INSURED,
<br /> CLIENNTPRO OFUCURANCECER7IFICATENSURAG IAL INSPECTIONS:
<br /> CLIENT AS ADDITIONAL INSURED,ANO CLIENT PROOF OF LICENSES)AND PE&PD INSURANCE. CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED SAFETY MONITOR TO OBSERVE THE
<br /> 5. REINFORCING STEEL SHALL BE DETAILED(INCLUDING HOOKS AND BENDS)IN ACCORDANCE WITH MOVEMENTS AND ACTIVITIES OF THE CONSTRUCTION WORKERS. SPECIAL INSPECTIONS IN ACCORDANCE WITH 2015 IBC SECTION 1704. LE
<br /> 18, CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL INSPECTIONS. ACI 315 AND 318.LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS ORA Cf,-WA\AOS
<br /> MINIMUM OF Z-0'.PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS,LAP 2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS(I.E..BACKING UP TOWAREA0 ti
<br /> 17. CAUTIONI CALL BEFORE YOU DIG]BURIED UTILITIES EXIST IN THE AREAAND UTILITY INFORMATION CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 74'.LAP ADJACENT MATS OF A ROOF EDGE,ETC.)OR UNSAFE ACTIVITIES.THE SAFETY MONITOR MUST BE ON THE SAME ROOF SOILS/GEOTECHNICAL: c OA
<br /> SHOWN
<br /> MAY N0T BE C0MPLETE.CONTACT THE ONE-CAULUTILITY LOCATE SERVICE A MINIMUM OF WELDED WIRE FABRIC A MINIMUM OF W AT SIDES AND ENDS. AND WITHIN VISUAL AND VERBAL DISTANCE OF THE CONSTRUCTI0N WORKERS. ❑SHORING INSTALLATION AND MONITORING
<br /> 48 H0URS PRI0R TO CONSTRUCTION.DIAL 811. ❑OBSERVE AND MONITOR EXCAVATION
<br /> 6. WELDEDWIRE FABR/C SHALL CONFORM TO ASTM A-185. 3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN WOR LESS OF AN UNPROTECTED ❑VERIFY SOIL BEARING sf BEARING
<br /> 18. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO CLIENT ROOF EDGE,REWIRES WORKERS TO USE SAFETY LINE. p rG/
<br /> 7. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TOASTM AIMS.GRADE K 11,613,000 ❑SUBSURFACE DRAINAGE PLACEMENT
<br /> ALONG WITH REDLINED CONSTRUCTION SET. PSI 4. SAFETY LINE SHALL BE MINIMUM W DIAMETER NYLON,WITH A NOMINAL TENSILE STRENGTH OF ❑VERIFY FILL MATERIAL AND COMPACTION 'onNL
<br /> 5400 LBS. ❑VERIFY CONDITIONS AS ANTICIPATED 1.�('c•7(ttT{
<br /> 19. CONTRACTOR NS DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING C(REDLINING)THE B. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SMALL BE FIELD BENT UNLESS 1=
<br /> APPROVED CONSTRUCTION TRUCTKON SET AND SUBMITTING THE REDLINEDSET TO THE CLIENT UPON SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. 5. SAFETY LINE SMALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE STRUCTURE. ❑PLL..PLACEMENT(AUGER CAST/DRIVEN PILE) JURISDICTIONAL APPROVAL:
<br /> COMPLETN`N. ❑OTHER
<br /> 20. FOR COLLOCATION SITES:CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN BID 10. CONCRETE PROTECTION(COVER)FOR REINFORCING STEEL SMALL BE AS FOLLOWS: S SAFETY LINE LENGTH SMALL BE SET ALLOWING CONSTRUCTION WORKER TO REACH EDGE OF
<br /> WALKROOF,BUT NOT BEYOND. REINFORCED CONCRETE:
<br /> -CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3- ❑REINFORCING STEEL AND CONCRETE PLACEMENT
<br /> 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
<br /> -CONCRETE EXPOSED TO EARTH OR WEATHER
<br /> REQUIRED.CARRIECONTRR
<br /> EPR SETO NE TIVE,ORT PROJECTWER
<br /> CONSTRUCTIOTALLATION N
<br /> MANAGER
<br /> .UTIO TELT. ❑BATCH PLANT INSPECTION
<br /> NETWORK CARRIER REPRESENTATIVE,PROJECT CONSTRUCTION MANAGER AND ARCHITECT. (#8 BARS OR SMAIJ.LARGER) 1 e. MONTHLY SAFETY INSPECTION AND MAINTENANCE IV THE FALL PROTECTION EQUIPMENT SHALL
<br /> (#5BARS 0R SMALLER) 112• OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES,INCLUDING: ❑SHOTCRETE
<br /> 22. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT,MUST BE APPROVED BY CLIENT ❑GROUTING
<br /> CONSTRUCTION MANAGER. -CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND INSPECTION OF CONSTRUCTION AREA FOR HAZARDS ❑OTHER
<br /> (SLABS,WALLS AND JOISTS)(#11 BARS AND SMALLER) 3/4' USE OF AN INSPECTION CHECKLIST
<br /> /OR
<br /> 23. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT ANDANTENNA FRAMES VO4ERE (BEAMS,COLUMNS)(PRIMARY REINFORCEMENT,TIES,STIRRUPS,SPIRALS) 1112- INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS STRUCTURAL STEEL:
<br /> PENETRATION OF EXISTING ROOFING MATERIALS OCCUR THE GENERAL CONTRACTOR SHALL REPORTING AND DOCUMENTING ANY WIZARDS
<br /> COORDINATE WITH BUILDING OWNER AND BUILDINGNC
<br /> ROOFING CONTRACTOR OF RECORD FOR 11. BARS SHAH BE SUPPORTED ON CHAIRS OR DOME BRICKS. REPORTING HAZARDS TU THE SAFETY COMMITTEE FOR CONSIDERATION ❑FABRICATION AND SHOP WELDS PROPRIETARY INFORMATION:
<br /> INSTALLATION,PATCH,REPAIR OR ANY AUGMENTATION TO THE ROOF,AND RAVE THE WORK POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN ❑ERECTION AND FIELD WELDS AND BOLTING
<br /> GUARANTEED UNDER THE ROOFING CONTRACTORS 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 SAF ❑OTHER DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY
<br /> AND OTHER FUTURE BREACH OF ROOFING INTEGRITY. REPRESENTATIVE ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY
<br /> 13, NON-SHRINK ROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS
<br /> 24, IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN CONCEALED MIXED AND PLACED ISTRICT ACCORDANCE WITH THE MANUFACTURERS PUBLISHED REFER TO ROOFTOP WOR(AREA SAFETY PROTOCOL DRAWING ARE SUPERSEDED BY THE LATEST REVISION.
<br /> NRECOMMENDATIONS.GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH NATIONAL ASSOCIATION OF TOMER ERECTORS 2000 PUBLICATION STRUCTURAL ALUMINUM: THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS
<br /> (SHROUDED)SUPPORT FRAMER OR TRIPODS,THE GENERAL CONTRACTOR SHALL COORDINATE IT IS PLACED(3,000 PSI MINIMUM). ❑FABRICATION AND SHOP WELDS IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE
<br /> WITH THE FRP DESIGNERIFABRICATOR TO ENSURE THAT THE FINAL FRP SHROUD IS SIMULATING(IN REFERENCED OSHHA REGULATIOwsTANDARDS SHALL BE REVIEWED BY TOWER ERECTORS, ❑ERECTION AND FIELD WELDS AND BOLTING OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS
<br /> APPEARANCE)DESIGNATED DOSING EXTERIOR BUILDING FACADE MATERIALS,TEUIURCOUNTERSUNK
<br /> AND 14. ALL EXPANSION ANCHORS TO BE HILTI BRAND.ADHESIVE ANCHORS REQUIRE TESTING TO EQUIPMENT INSTALLERS,AND TOWEWROOF TOP CONTRACTORS/SUBCONTRACTORS STRICTLY PROHISFTED.
<br /> COLORS.THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF C0UNTDED,TH CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER 29 CFR 1926.500-SCOPE,APPLICATION,AND DEFINITIONS ❑OTHER
<br /> FASTENERS R ALL FRP CONSTRUCTION.WHEN PHOTO SIMULATIONS ARE HAT IS INDICATED D,THE 29 CFR 1928.501-DUTY TO HAVE FALL PROTECTION DRAWING TITLE:
<br /> CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS RACOIN 19 CFR 1926.502-FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES
<br /> PHOTO RUCTION COO SHOP DRAWINGS SMALL T PROVIDED TO THE GENERAL ONSTR CONTRACTOR, STRUCTURAL MASONRY: �I
<br /> CONSTRUCTION COORDINATOR AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. ❑CONTINUOUS
<br /> GENERAL NOTES
<br /> 25. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT ANO/OR ANTENNA FRAMES WHERECALL TWO WORKING DAYS ❑PERIODIC
<br /> ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED,CONTRACTORS SMALL CONFIRM(PRIOR TO ° BEF1W You DIGI []OTHER
<br /> SUBMITTING BID)WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THE _ DRAWING NUMBER-
<br /> PRE
<br /> UMBER:
<br /> PRESF_N-E OF POST TENSION TENDONS WITHIN THE ROOF SLAB-RESULTING FROM AN - `- �� OTHER:STRUCTURAL OBSERVATION FOR SEISMIC RESISTANCE
<br /> UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILOING'AS-BUILT DRAWING SET'-HAVING STRUCTURE HEIGHT>75'PER IBC 1704.5
<br /> INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE W/EMBEDDED STEEL /\
<br /> REBAR IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT,CONTRACTOR SHALL INCLUDE NATIONAL UTILITIES UNDERGROUND LOCATE / o
<br /> PROVISIONS FOR X-RAY PROCEDURES(INCLUDED IN 810)FOR ALL PENETRATION AREAS WHERE ANCHORING TO CONCRETE:
<br /> BVETY r1SLWnar�9lNLL 6EErs-APED srmNiw�cia�'J�r ru
<br /> ANCHORING OCCURS. Il,.coolro.v.� was�roerrarwmnms GB0LT5 INSTALLED IN CONCRETE V
<br /> ❑POST-INSTALLATION ADHESIVE ANCHORS
<br /> ❑POST-INSTALLATION MECHANICAL ANCHORS CEI JOB NUMBER: SINE 16-09089
<br /> ' atilt
<br />
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