|
GENERAL NOTES: 26 GENERAL 8 SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABLE STRUCTURAL STEEL NOTES`:
<br /> SYMBOLS AND ABBREVIATIONS
<br /> --
<br /> - RAY TIE DOWNS AND ALL OTHERGENERAL TIEDOWNS(WHERE APPLICABLE).PLASTIC ZIP TIES
<br /> SHALL NOT BE PERMITTED FOR USE ON CLIENT PROJECTS.RECOMMENDED MANUFACTURE SHALL A/C AIR CONDITIONING MAX MAXIMUM
<br /> -q. 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). -. -- t_, 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 PANDUIT PRODUCT DISTRIBUTED BY TRIARC OF TACOMA,WA. REVIEW PRIOR TO FABRICATION. APPROX APPROXIMATELY MTL -METAL -' -
<br /> OTHERWISE.THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL - _ MFR MANUFACTURE l 0 f1
<br /> i,„
<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 - - - �y �� /�J�j X_
<br /> PROJECT AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL. DESIGN CRITERIA: STRENGTH FIELD BOLTING,EXPANSION BOLTS,AND THREADED EXPANSION ANCHORS)SHALL BE BLK BLOCKING MIN MINIMUM ,, M`(�
<br /> BASED ON THE A.I.S.I."SPECIFICATION FOR THE DESIGN,FABRICATION.AND ERECTION OF B.O. BOTTOM OF MISC MISCELLANEOUS ,,I
<br /> 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 V -.../ Your world. Delivered.
<br /> FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. BUILDING CODE WITH WASHINGTON STATE BUILDING CODE AMENDMENTS(2015 IBC) WITH 2016 IBC CHAPTER 22,BY A QUAUFIED TESTING AGENCY DESIGNATED BY THE CONSULTANT. N/A NOT APPLICABLE
<br /> 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
<br /> DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE DESIGN LOADS: RESULTS. CLR 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 =PLANS PREPARED BY:
<br /> OMISSIONS.OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: CONC CONCRETE
<br /> ARCHITECT/ENGINEER VERBALLY AND IN WRITING. -ROOF SNOW LOAD N/A(NOT A ROOFTOP SOLUTION) CONST CONSTRUCTION O.C. ON CENTER
<br /> TYPE OF MEMBER CONT CONTINUOUS O.D. OUTSIDE DIAMETER
<br /> 3. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION -BASIC WIND SPEED 110 MPH(3 SEC GUST) OW OVERHEAD `• CORNIERSVONS
<br /> AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK CONTRACTORS BIDDING THE JOB A. WIDE FLANGE SHAPE ASTM A992,Fy 50 KSI DBL DOUBLE ENOINEERINO.INC.
<br /> ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR -WIND EXPOSURE B B. OTHER SHAPE,PLATES AND ROD ASTM A30,Fy38 KSI DIA/0 DIAMETER PLCS PLACES
<br /> SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND C. PIPE COLUMNS ASTM A53,Fy 35 KSI DIAG DIAGONAL PLYWD PLYWOOD
<br /> IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS.THE BIDDER SHALL CODE COMPLIANCE: D. STRUCTURAL TUBING ASTM A500,Fy 48 651 DN DOWN PROJ PROJECT 16928 WOODINVILLE-REDMOND RD NE,SUITE 210
<br /> BEAR THE RESPONSIBILITY OF NOTIFYING(IN WRITING)THE ARCHITECT/ENGINEER OF ANY E. ANCHOR BOLTS ASTM A307 DET DETAIL PROP PROPERTY WOODINVILLE.WA 98072
<br /> CONFLICTS.ERRORS.OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL.IN THE F. CONNECTION BOLTS ASTM A325 DWG DRAWING PSF POUNDS PER SQUARE FOOT PHONE: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 W.CORNERSTONE-ENGR.COM
<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 AI23/A123M-13. EA 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 SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT CODES. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.I.AND AWS STANDARDS AND SHALL BE ELEC ELECTRICAL RAD RADIUS .PROJECT INFO:
<br /> DOCUMENTS.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PERFORMED BY W.A.B.O.CERTIFIED WELDERS USING E70 XX ELECTRODES.ONLY PREQUALIFIED EQ EQUAL REQ REQUIRED
<br /> MEANS.METHODS.TECHNIQUES,SEQUENCES,AND PROCEDURES FOR COORDINATING ALL BUILDING/DWELLING CODE 2015 IBC(STATE BUILDING CODE.WAC CHAPTER 51.50) WELDS(AS DEFINED BY AWS)SHALL BE USED.WELDING OF GRADE 60 REINFORCING BARS(IF EQUIP EQUIPMENT RM ROOM p
<br /> PORTIONS OF THE WORK UNDER THE CONTRACT. 2015 IRC(STATE BUILDING CODE,WAC CHAPTER 51.51) REQUIRED)SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES.WELDING OF GRADE 40 E.W. EACH WAY RO ROUGH OPENING WA2821
<br /> STRUCTURAL CODE 2015 IBC(STATE BUILDING CODE,WAC CHAPTER 51.50) REINFORCING BARS(IF REQUIRED)SHALL BE PERFORMED USING E70 XX ELECTRODES.WELDING EXT EXTERIOR
<br /> 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MECHANICAL CODE 2015 IMC(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'S VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL ELECTRICAL CODE 2014 NEC(DEPT.OF LABOR&INDUSTIRES,WAC CHAPTER 296-460) FOR MATERIAL REQUIREMENTS OF WELDED BARS. FIN FINISH SHT SHEET
<br /> CODES OR ORDINANCES TAKE PRECEDENCE. FIRE/LIFE SAFETY CODE 2015 IFC(STATE BUILDING CODE,WAC CHAPTER 51-54A) FLUOR FLUORESCENT SIM SIMILAR EVERETT WALNUT
<br /> B. 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 IN STRICT FACIUTY 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
<br /> ACCORDANCE WITH ALL APPLICABLE 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 3200 20th STREET
<br /> SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS AND STEEL STRUCTURAL MEMBERS." STL STEEL
<br /> LAWFUL ORDERS OF ANY PUBLIC AUTHORITY,MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS. CONCRETE NOTES: GA GAUGE STRUCT STRUCTURAL EVERETT,WA 98201
<br /> 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
<br /> ^. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 31& MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. G.C. GENERAL CONTRACTOR SO FT SQUARE FOOT
<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 CONCRETE SHALL BE MIXED,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:
<br /> BY ALL PERSONNEL INVOLVED WITH THE PROJECT.THIS SET IS A VALID CONTRACT DOCUMENT UNLESS NOTED OTHERWISE. I
<br /> ONLY IF THE TITLE SHEET IS STAMPED'FOR CONSTRUCTION"AND EACH SUCCESSIVE SHEET BEARS CHAPTER 190E THE 2015190.STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS HORZ HORIZONTAL THK THICK J
<br /> THE ARCHITECTS SIGNED WET STAMP. FOLLOWS 9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN&CONSTRUCTION HR HOUR THRU THROUGH
<br /> TYPE OF CONSTRUCTION 25 DAY STRENTHS W/C MINIMUM CEMENT SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS NOTED OTHERWISE. NT HEIGHT TNNG TINNED
<br /> 8. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE HVAC HEATING VENTILATION T.O. TOP OF [REV::DATCONSTRUCTION
<br /> E:-ISSUED FOR: BY._
<br /> ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. (TO) RATIO CONTENT 10. ALL WELDS TO BE 1/4'FILLET UNLESS NOTED OTHERWISE. AIR CONDITIONING T.O.S. TOP OF STEEL
<br /> PER CUBIC YARD TYP TYPICAL
<br /> 9. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L.LISTED OR FIRE MARSHALL A. SLABS ON GRADE 2,600 PSI 5 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
<br /> APPROVED MATERIALS IF APPUCABLE TO THIS FACILITY AND OR PROJECT SITE. TOPPING SLABS APPROVED EQUAL IN INCH LINO UNLESS NOTED OTHERWISE
<br /> INFO INFORMATION
<br /> 10. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN CONCRETE PIERS TOWER/POLE NOTES: INSUL INSULATION VERT VERTICAL
<br /> 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING B. ALL STRUCTURAL CONCRETE 4,000 PSI 50.45 6 1/2 SACKS INT INTERIOR V.I.F. VERIFY IN FIELD
<br /> CONSTRUCTION. IBC INTERNATIONAL BUILDING CODE /�
<br /> EXCEPT WALLS 1. VERIFICATION THAT THE PROPOSED TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA W/ WITH /f1\ 02-13-18 FINAL DMO
<br /> 11. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, LOADING IS TO BE DONE BY OTHERS. LBS POUNDS W/O WITHOUT Lel
<br /> EASEMENTS.PAVING,CURBING,ETC.DURING CONSTRUCTION.UPON COMPLETION OF WORK C. CONCRETE WALLS 4,000 PSI 5 0.45 8 12 SACKS WP WATER PROOF
<br /> 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 _
<br /> ON OR ABOUT THE PROPERTY. CEMENT SHALL BE ASTM C155,PORTLAND CEMENT TYPE II U.N.O. A FUTURE ANTENNAS.ANTENNA COAX CABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE 02-07-18 PRELIMINARY JRF
<br /> CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS.
<br /> 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 {
<br /> 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 CHAIN-LINK FENCE DRAWN BY:-CHK.: APV.:
<br /> % 0 % 0 CHAIN-LINK FENCE W/BARB WIRE
<br /> 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 WITH AN ��/L,� CENTERLINE JRF ' MWO ' MWO I
<br /> BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS,DUST,OR SMUDGES OF ANY NATURE. (WHEN V HEN APPLICABLE): WOOD FENCE
<br /> AIR-ENTRAINING AGENT CONFORMING TO ASTM C2B0,C494,C618,C989 AND C1017.TOTAL AIR (E) EXISTING T T TELEPHONE
<br /> 13. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONTENT SHALL BE IN ACCORDANCE WITH ACI 318. POWER
<br /> CURRENT ISSUE DATE:
<br /> CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE (AS PER O'IVA'CENT PREVENTION PROGRAM'-BY PERMISSION OF WREN CONSTRUCTION,INC.- Q P P GROUND WIRE
<br /> DETAIL NUMBER
<br /> 4. REINFORCING STEEL SHALL CONFORM TO ASTM A615(INCLUDING SUPPLEMENT Si),GRADE 60. ) SHEET NUMBER 02-13-18
<br /> CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 1y--60,000 PSI.EXCEPTIONS:ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE ® COAX COAXIAL CABLE
<br /> GRADE 40,fy=40,000 PSI.GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED FALL PROTECTION METHODS AND EQUIPMENT [LICENSURE:
<br /> 14. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID SHALL CONFORM TO ASTM A706.REINFORCING COMPLYING WITH ASTMABIS(S1)MAYBE WELDED ROOF TOP INSTALLATIONS
<br /> DISTURBING NORMAL BUSINESS. ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES
<br /> SPECIFIED IN A.W.S.DI4 ARE SUBMITTED. 1. FOR WORK BEING PERFORMED WITHIN 25.OF AN UNPROTECTED ROOF EDGE.THE CONSTRUCTION SPECIAL INSPECTIONS:
<br /> 15. THE CONTRACTOR SHALL PROVIDE THE CLIENT PROPER INSURANCE CERTIFICATES NAMING SUPERVISOR SHALL DESIGNATE A TRAINED SAFETY MONITOR TO OBSERVE THE MOVEMENTS AND
<br /> CLIENT AS ADDITIONAL INSURED,AND CUENT PROOF OF LICENSE(S)AND PE&PD INSURANCE. 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. �,E.. S ,EY•
<br /> 16. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDUUNG AND COORDINATING ALL INSPECTIONS. ACT 315 AND 318.LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS OR A
<br /> MINIMUM 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 TOWARD Q •
<br /> 17. 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 SOILS/GEOTECHNICAL: � ir�
<br /> SHOWN MAY NOT BE COMPLETE.CONTACT THE ONE-CALL UTILITY LOCATE SERVICE A MINIMUM OF WELDED WIRE FABRIC A MINIMUM 0E81 AT SIDES AND ENDS. AND WITHIN VISUAL AND VERBAL DISTANCE OF THE CONSTRUCTION WORKERS. OSHORING INSTALLATION AND MONITORING `q , �`�'
<br /> 48 HOURS PRIOR TO CONSTRUCTION.DIAL 811. ❑OBSERVE AND MONITOR EXCAVATION / 'f� �p
<br /> 6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN B'OR LESS OF AN UNPROTECTED OVERIFY SOIL BEARING psf BEARING `.' 3Is,WY`�R�
<br /> ROOF EDGE,REQUIRES WORKERS TO USE SAFETY LINE. 3./15)
<br /> /t�
<br /> 18. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO CUENT 7. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615.GRADE 60.Iy30,000 OSUBSURFACE DRAINAGE PLACEMENT ssroNAL e.' ( IQ
<br /> ALONG WITH REDLINED CONSTRUCTION SET. PSI 4. SAFETY LINE SHALL BE MINIMUM M"DIAMETER NYLON,WITH A NOMINAL TENSILE STRENGTH OF OVERIFY FILL MATERIAL AND COMPACTION
<br /> 5400 LBS. OVERIFY CONDITIONS AS ANTICIPATED
<br /> 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 OPILE PLACEMENT(AUGER CAST/DRIVEN PILE) APPROVAL:
<br /> COMPLETION. ❑O
<br /> APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED SET TO THE CLIENT UPON SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. 5. SAFETY UNE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE STRUCTURE.
<br /> =JURISDICTIONALTHER
<br /> 10. CONCRETE PROTECTION(COVER)FOR REINFORCING STEEL SHALL BE AS FOLLOWS: 6. SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO REACH EDGE OF
<br /> 20. FOR COLLOCATION SITES:CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN BID ROOF.BUT NOT BEYOND. REINFORCED CONCRETE:
<br /> WALK. -CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
<br /> 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. OPRESTRESSED/PRECAST CONCRETE FABRICATION AND ERECTION
<br /> 21. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY AS -CONCRETE EXPOSED TO EARTH OR WEATHER ❑BATCH PLANT INSPECTION
<br /> REQUIRED.CONTRACTOR TO REPORT POWER INSTALLATION COORDINATION SOLUTION(S)TO (#6 BARS OR LARGER) 2' B. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION EQUIPMENT SHALL ❑SHOTCRETE
<br /> NETWORK CARRIER REPRESENTATIVE,PROJECT CONSTRUCTION MANAGER AND ARCHITECT. (#5 BARS OR SMALLER) 1 12" OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES,INCLUDING:
<br /> OGROUTING
<br /> 22. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT,MUST BE APPROVED BY CLIENT -CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND INSPECTION OF CONSTRUCTION AREA FOR HAZARDS ❑OTHER
<br /> CONSTRUCTION MANAGER. USE OF AN INSPECTION CHECKLIST
<br /> (SLABS,WALLS AND JOISTS)(#11 BARS AND SMALLER) 13/4'
<br /> 1/
<br /> 23. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE (BEAMS,COLUMNS)(PRIMARY REINFORCEMENT.TIES,STIRRUPS,SPIRALS) 1 12" INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS STRUCTURAL STEEL:
<br /> PENETRATION OF EXISTING ROOFING MATERIALS OCCUR,THE GENERAL CONTRACTOR SHALL REPORTING AND DOCUMENTING ANY HAZARDS ❑FABRICATION AND SHOP WELDS PROPRIETARY INFORMATION:
<br /> 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION
<br /> 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
<br /> INSTALLATION,PATCH,REPAIR OR ANY AUGMENTATION TO THE ROOF,AND HAVE THE WORKRECEIVING AN UNBIASED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER COWORKER SAFETY ❑OTHER DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY
<br /> GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION OR 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. REPRESENTATIVE ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY
<br /> ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS
<br /> AND OTHER FUTURE BREACH OF ROOFING INTEGRITY. 13. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE
<br /> 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,
<br /> 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 PUBLICATION STRUCTURAL ALUMINUM: THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS
<br /> (SHROUDED)SUPPORT FRAMES OR TRIPODS,THE GENERAL CONTRACTOR SHALL COORDINATE IT IS PLACED(3,000 PSI MINIMUM). OFABRICATION AND SHOP WELDS IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE
<br /> 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, OERECTION AND FIELD WELDS AND BOLTING OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS
<br /> APPEARANCE)DESIGNATED EXISTING EXTERIOR BUILDING FACADE MATERIALS.TEXTURES,AND14 ALL EXPANSION ANCHORS TO BE HILTI BRAND.ADHESIVE ANCHORS REQUIRE TESTING TO EQUIPMENT INSTALLERS.AND TOWER/ROOF TOP CONTRACTORS/SUBCONTRACTORS ❑OTHER STRICTLY PROHIBITED.
<br /> COLORS.THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER. 29 CFR 1926.500-SCOPE.APPLICATION,AND DEFINITIONS DRAWING TITLE:
<br /> FASTENERS IN ALL FRP CONSTRUCTION.WHEN PHOTO SIMULATIONS ARE PROVIDED,THE 29 CFR 1926.501-DUTY TO HAVE FALL PROTECTION
<br /> CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN 19 CFR 1928.502-FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES
<br /> PHOTO SIMULATIONS.SHOP DRAWINGS SH ELBE PROVIDED TO THE GENERAL CONTRACTOR, STRUCTURAL MASONRY:
<br /> CONSTRUCTION COORDINATOR,AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. ❑CONTINUOUS GENERAL NOTES
<br /> 25. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE je' CALL TWO WORKING DAYS OPERIODIC
<br /> ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED,CONTRACTORS SHALL CONFIRM(PRIOR TO - '" BEFORE YOU DIG! (3OTHER DRAWING NUMBER:
<br /> SUBMITTING BID)WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THE
<br /> PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB•RESULTING FROM AN +�, 811(1 OTHER:NONE REQUIRED
<br /> UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING"AS-BUILT DRAWING SET'-HAVING
<br /> INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE W/EMBEDDED STEEL NATIONAL UTILITIES UNDERGROUND LOCATE0
<br /> REBAR.IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT,CONTRACTOR SHALL INCLUDE ANCHORING TO CONCRETE: G.1
<br /> PROVISIONS FOR X-RAY PROCEDURES(INCLUDED IN BID)FOR ALL PENETRATION AREAS WHERE - - - -- - - - - - - WC,PRECAUTION BBELL BEMWLELENIEOBYCONOOCION(BIOrELL � /
<br /> ANCHORING OCCURS. TEENCNMC
<br /> NG IN WOW-au.N0.0.-ICOONCWT v.NOX OBOLTS INSTALLED IN CONCRETE (/
<br /> ELECTRIC-RED SEWERYELLOW o,Rov-wx ❑POST-INSTALLATION ADHESIVE ANCHORS
<br /> IEL,CRTV-OX CE PROPOSED-WYOE YMTER-ELLE ❑POST-INSTALLATION MECHANICAL ANCHORS
<br /> CEI JOB NUMBER: LTE 5C GC 17-09211
<br />
|