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<br /> 26. GENERAL SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABLE STRUCTURAL STEEL NOTES: -- - SYMBOLS AND ABBREVIATIONS
<br /> GENERAL NOTES: -- -TRAY TIEDOWNS AND-ALL OTHERGENERALTIEDOWNS(WHERE APPUCABLE).PLASTIC ZIP TIES A/C AIR CONDITIONING MAX MAXIMUM
<br /> SHALL NOT BE PERMITTED.MAL FOR USE TN IS PROJECTS..M4-CPRECOMMENDED MANUFACTURE(OEQSHALL). 1 SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR AGL ABOVE GRADE LEVEL MECH MECHANICAL '
<br /> 1. DRAWINGS ARE NOT TO BE SCALED.WRITTEN DIMENSIONS TAKE PRECEDENCE,THIS SET OF BE PANDUIT CORP-METAL LOCKING TIES MODEL NO.MWA.P UNDER SERIES-304(OR EQUAL} REVIEW PRIOR TO FABRICATION. APPROX APPROXIMATELY MTL METAL
<br /> DOCUMENTS PRO
<br /> TACOMA.GENERAL CONTRACTORS SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MFR MANUFACTURE GJ
<br /> _,
<br /> MATERIALS,EQUIPMENT,LABOR.THE°DRAWINGS
<br /> AND DEEMED TO COMPLETE DESIGN CRITERIA: 2. STRENGTH FIELD BOLTING.EXPANSION BOLRAL STEEL DESIGN,FABRICATION TS,AND THREADED EXPANSION AND ERECTION(INCLUDING FIELD CHORS)SHALL BE BLK,HIGH G BUILDING BLOCKING MINK MINIMUM
<br /> PROJECT AS DESCRIBED IN THE DRAWINGS AND OWNERS PROJECT MANUAL
<br /> BASED ON THE A.I.S.L SPECIFICATION FOR THE DESIGN,FABRICATION,AND ERECTION OF B.O. BOTTOM OF MISC MISCELLANEOUS
<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 ' ••..n.+'" Your world. Delivered.
<br /> FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. BUILDING CODE WITH WASHINGTON STATE BUILDING CODE AMENDMENTS(2015 BBC) WITH 2015 IBC CHAPTER 22,BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE CONSULTANT. N/A NOT APPUCABLE
<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 CEIUNG 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
<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/ENGINEER VERBALLY AND IN WRING. -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) 0/H OVERHEAD CONISRSTONE
<br /> AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK.CONTRACTORS BIDDING THE JOB A. WIDE FLANGE SHAPE ASTM A992.Fy 50 KSI OBL DOUBLE ��.. PI
<br /> enemas..No.INC.
<br /> ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR -WIND EXPOSURE C B. OTHER SHAPE,PLATES AND ROD ASTM A36.Fy 36 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 OIAG DIAGONAL PLYWD PLYWOOD
<br /> IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS.THE BIDDER SHALL CODE COMPLIANCE: D. STRUCTURAL TUBING ASTM A500,Fy46 KSI DN DOWN PROD PROJECT 16928 WOODINVILLE-REDMOND RD NE,SUITE 210
<br /> BEAR THE RESPONSIBIUTY 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 A925 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 WWW.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 A123/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 kI.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 WAB.O.CERTIFIED WELDERS USING E70 XX ELECTRODES.ONLY PREQUAUFIED EQ EQUAL REO REQUIRED
<br /> MEANS,METHODS,TECHNIQUES,SEQUENCES,AND PROCEDURES FOR COORDINATING ALL BUILDINGIDWELUNG 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
<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 WA6348
<br /> STRUCTURAL CODE 2015 IBC(STATE BUILDING CODE,WAC CHAPTER 51.50) REINFORCING BARS(IF REQUIRED)SHALL BE PERFORMED USING E70XX 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'SNENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL ELECTRICAL CODE 2014 NEC(DEPT.OF LABOR&INDUSTIRES.WAC CHAPTER 29646A) FOR MATERIAL REQUIREMENTS OF WELDED BARS. FIN FINISH SHT SHEET GLENWOOD
<br /> CODES OR ORDINANCES TAKE PRECEDENCE. FIRE/LIFE SAFETY CODE 2015 IFC(STATE BUILDING CODE,WAC CHAPTER 5154A) FLUOR FLUORESCENT SIM SIMILAR
<br /> 8. COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE,SIZE.AND GAGE SHOWN ON FLR FLOOR SPEC SPECIFICATION
<br /> 6. AU.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 APPUCABLE CODES.REGULATIONS,AND ORDINANCES.CONTRACTOR NOT REQUIRED IN ACCORDANCE WITH THE IBC 2015 BUILDING CODE. FRAMING SHALL CONFORM TO THE A.1.S.1.SPECIFICATION FOR THE DESIGN OF COLD-FORMED FT FOOT SS STAINLESS STEEL 5828 GLENWOOD AVENUE
<br /> SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,RULES.REGULATIONS AND STEEL STRUCTURAL MEMBERS.- STL STEEL EVERETT,WA 98203
<br /> LAWFUL ORDERS OF ANY PUBLIC AUTHORITY,MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, CONCRETE NOTES: GA GAUGE STRUCT STRUCTURAL
<br /> AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS(W4"DIA.)AND SHALL FIAVE A GALV GALVANIZED STD STANDARD SNOHOMISH COUNTY
<br /> MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. G.C. GENERAL CONTRACTOR SQ FT SQUARE FOOT
<br /> 7. GENERAL CONTRACTOR SHALL PROVIDE,AT THE PROJECT SITE,A FULL SET OF CONSTRUCTION 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318. GRN° GROUND SQ IN SQUARE INCH
<br /> DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR USE 2, 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 WALLBOARD SUSP SUSPENDED -ISSUED FOR:
<br /> BY ALL PERSONNEL INVOLVED WITH THE PROJECT.THIS SET IS A VALID CONTRACT DOCUMENT CHAPTER 19 OF THE 2016 IBC.STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL gE AS UNLESS NOTED OTHERWISE.
<br /> ONLY IF THE TITLE SHEET IS STAMPED"FOR CONSTRUCTION'AND EACH SUCCESSIVE SHEET BEARS FOLLOWS. HORZ HORIZONTAL THK THICK [REV::DCONSTRUCTIONTHE ARCHITECTS SIGNED WET STAMP. 9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN&CONSTRUCTION HR HOUR THRU THROUGHTYPE OF CONSTRUCTION 28 DAY STRENTHS WIC MINIMUM GEMENT SPECIFICATION AND IN ACCORDANCE WITH ASTM A38 UNLESS NOTED OTHERWISE. H7 HEIGHT TNG TINNED
<br /> 8. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION ORFACIUTIESARENOTTOBE (Pc) RATIO FNAC HEATING VENTILATION TO. TOP OFATE:=ISSUED FOR: BY:
<br /> ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. PER CONTENT RD 10. ALL WELDS TO BE 1/4'FILLET UNLESS NOTED OTHERWISE. AIR CONDITIONING T.O.S. TOP OF STEEL
<br /> TIP TYPICAL
<br /> 0. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L.LISTED OR FIRE MARSHALLq, SLABS ON GRADE 2,500 PSI 5 OAS 5 BACKS 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 FACIUTY 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-AISBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURINGINT INTERIOR VLF. VERIFY IN FIELD
<br /> B. ALL STRUCTURAL CONCRETE 4.000 PSI S 0.45 6 1/2 SACKS
<br /> CONSTRUCTION. IBC INTERNATIONAL BUILDING CODE
<br /> EXCEPT WALLS 1. VERIFICATION THAT THE PROPOSED TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA W/ WITH
<br /> 000 PSI 5 0.45 6 t2 SACKS Q 12-19-17 FINAL LAL
<br /> 11. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, LOADING IS TO BE DONE BY OTHERS. LBS POUNDS WIG WITHOUT
<br /> EASEMENTS,PAVING,CURBING,ETC.DURING CONSTRUCTION.UPON COMPLETION OF WORK C. CONCRETE WALLS 4, 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 C150,PORTLAND CEMENT TYPE 9 U.N.O. FUTURE ANTENNAS.ANTENNA COAX CABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE A 12-11-17 PRELIMINARY DMO
<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 0 0 0 0 CHAIN-LINKFENCE DRAWN BY:�CHK.: APV.:
<br /> N 0 X 0 CHAINLINK 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 Q. CENTERLINE DMO I MWO I MWO
<br /> BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS,DUST,OR SMUDGES OF ANY NATURE. AIR•ENTRAINING AGENT CONFORMING TO ASTM C260,0494,C618,C9�AND C1017,TOTAL AIR (WHEN APPLICABLE): 0 0 0 0 WOOD FENCE
<br /> (E) EXISTING - T T - TELEPHONE CURRENT ISSUE DATE:
<br /> 13. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2 OF THE 201516C.
<br /> (AS PER'ACCIDENT PREVENTION PROGRAM'-BY PERMISSION OF WREN CONSTRUCTION,INC.- DETAIL NUMBER -P -P POWER
<br /> CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE 4. REINFORCING STEEL SHALL CONFORM TO ASTM A615(INCLUDING SUPPLEMENT S1),GRADE80, 03/01/99) e - - GROUND WIRE 12-19-17
<br /> CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. Iy430,000 PSI.EXCEPTIONS:ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE SHEET NUMBER
<br /> GRADE 40,ftr-40,000 PSI.GRADE 80 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED FALL PROTECTION METHODS AND EQUIPMENT CDeN COAXIAL CABLE
<br /> 14. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED INDIES TO AVOID SHALL CONFORM TO ASTM A706.REINFORCING COMPLYING WITH ASTM A815(51)MAY BE WELDED ROOF TOP INSTALLATIONS
<br /> [LICENSURE:
<br /> DISTURBING NORMAL BUSINESS. - ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES
<br /> SPECIFIED IN A.W.S.014 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 _y$LEr
<br /> CLIENT AS ADDITIONAL INSURED.AND CLIENT PROOF OF LICENSE(S)AND FEB 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. 'k"c W y�O
<br /> 18. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL INSPECTIONS. AC1315 AND 315 LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS OR A Q'A0 'I-
<br /> MINIMUM OF 7-0'.PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS.LAP 2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS(LE,BACKING UP TOWARD sr Tr T,tp• •
<br /> CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 7-0".LAP ADJACENT MATS OF A ROOF EDGE,ETC.)OR UNSAFE ACTIVITIES.THE SAFETY MONITOR MUST BE ON THE SAME ROOF SOILS/GEOTECHNICAL: -: „
<br /> 17. CAUTION!CALL BEFORE YOU DIGI BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION WELDED WIRE FABRIC A MINIMUM OF 8"AT SIDES AND ENDS. AND WITHIN VISUAL AND VERBAL DISTANCE OF THE CONSTRUCTION WORKERS. OSHORING INSTALLATION AND MONITORING f 'yi'
<br /> SHOWN MAY NOT BE COMPLETE.CONTACT THE ONE-CALL UTILITY LOCATE SERVICE A MINIMUM OF �i,.1 �'.-
<br /> °OBSERVE AND MONITOR EXCAVATION • w `';'1 48 HOURS PRIOR TO CONSTRUCTION.DIAL 811. 6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN 6'OR LESS OF AN UNPROTECTED OVERIFY SOIL BEARING psf BEARING ' (+,y5 "c
<br /> ROOF EDGE,REQUIRES WORKERS TO USE SAFETY UNE. DSUBSURFACE DRAINAGE PLACEMENT `�A'pkpLtc-
<br /> 78. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO CLIENT 7. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615,GRADE 90,IyW0,000
<br /> ALONG WITH REDLINED CONSTRUCTION SET. PSI 4. SAFETY LINE SHALL BE MINIMUM 66"DIAMETER NYLON,WITH A NOMINAL TENSILE STRENGTH OF DVERIFY FILL MATERIAL AND COMPACTION 17P9h J
<br /> 5400 LBS. DVERIFY CONDITIONS AS ANTICIPATED
<br /> 19. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP(REDUNING)THE 8. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS °PILE PLACEMENT(AUGER CAST/DRIVEN PILE) =JURISDICTIONAL APPROVAL
<br /> 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.
<br /> COMPLETION. MOTHER
<br /> 10. CONCRETE PROTECTION(COVER)FOR REINFORCING STEEL SHALL BE AS FOLLOWS: 6. SAFETY UNE 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 TOEARTH W OREINFORCING STEEL AND CONCRETE PLACEMENT
<br /> 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. DPRESTRESSED/PRECAST CONCRETE FABRICATION AND ERECTION
<br /> 21. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY AS
<br /> -CONCRETE EXPOSED TO EARTH OR WEATHER OBATCH PLANT INSPECTION
<br /> REQUIRED.CONTRACTOR TO REPORT POWER INSTALLATION COORDINATION SOLUTION(S)TO (SB BARS OR LARGER) 2' e. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION EQUIPMENT SHALL DSHOTCRETE
<br /> NETWORK CARRIER REPRESENTATIVE,PROJECT CONSTRUCTION MANAGER AND ARCHITECT. (#5 BARS OR SMALLER) 1 12" OCCUR BY TIME SAFETY COMMITTEE REPRESENTATIVES,INCLUDING: '
<br /> °GROUTING
<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 DOTHER
<br /> CONSTRUCTION MANAGER (SLABS,WALLS AND JOISTS)(#11 BARS AND SMALLER) 3/4" USE OF AN INSPECTION CHECKLIST
<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 /> REPORTING AND DOCUMENTING ANY HAZARDS °FABRICATION AND SHOP WELDS =PROPRIETARY INFORMATION:
<br /> PENETRATION OF EXISTING ROOFING MATERIALS OCCUR,THE GENERAL CONTRACTOR SHALL REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION
<br /> 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS.
<br /> COORDINATE WITH BUILDING OWNER AND BUILDING ROOFING CONTRACTOR OF RECORD FOR POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN DERECTION AND FIELD WELDS AND BOLTING
<br /> INSTALLATION,PATCH,REPAIR OR ANY AUGMENTATION TO THE ROOF,AND HAVE THE WORK 10 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
<br /> GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION OR REPRESENTATIVE ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY
<br /> AND OTHER FUTURE BREACH OF ROOFING INTEGRITY. ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS
<br /> 13. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE
<br /> 24.IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN CONCEALED MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PUBLISHED REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL DRAWING ARE SUPERSEDED BY THE LATEST REVISION.
<br /> RECOMMENDATIONS.GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH STRUCTURAL ALUMINUM:
<br /> NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBLICATION 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(161 REFERENCED OSHA REGULATION/STANDARDS SHALL BE REVIEWED BY TOWER ERECTORS, DERECTION 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 DOTHER 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
<br /> FASTENERS IN ALL FRP CONSTRUCTION.WHEN PHOTO SIMULATIONS ARE PROVIDED,THE 29 CFR 1926.501-DUTY TO HAVE FALL PROTECTION -DRAWING TITLE: -
<br /> CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN 10 CFR 1026.502-FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES
<br /> PHOTO SIMULATIONS.SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL CONTRACTOR, STRUCTURAL MASONRY:
<br /> CONSTRUCTION COORDINATOR,AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. OCONTINUOUS GENERAL NOTES
<br /> 26, IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE _ CALL TWO WORKING DAYS OPERIODIC -
<br /> ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED,CONTRACTORS SHALL CONFIRM(PRIOR TO - BEFORE YOU DIG! MOTHER
<br /> [DRAW,NGNUMBER:
<br /> SUBMITTING BID)WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THE --- _-` -- -' -` - �E1i� Q
<br /> PRESENCE OFPOST TENSION TENDONS WITHIN THE ROOF SLAB-RESULTIG FROM AN _.. _ -,��� 811 OTHER: NONE REQUIRED
<br /> UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING'AS-BUILT DRAWING SET-HAVING a^`"'-"'
<br /> INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE Of/EMBEDDED STEEL
<br /> REBAR.IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT,CONTRACTOR SHALL INCLUDE NATIONAL UTILITIES UNDERGROUND LOCATE0
<br /> ANCHORING TO CONCRETE: G.1
<br /> PROVISIONS FOR X-RAY PROCEDURES(INCLUDED IN BID)FOR ALL PENETRATION AREAS WHERE. SKEW MECALTOM VALl.eewnaeermINC0.1.101(9law.
<br /> ANCHORING OCCURS. TNEi..IN/t 0110ANCENt1N°°WiEMTOSH.oTNN°>ROS °BOLTS INSTALLED IN CONCRETE
<br /> ELECTRIC-AE° SEWER-°MEN ooO14•1.Eu°N SURVEY-Mk OPOST-INSTALLATION ADHESIVE ANCHORS
<br /> Te^'ri.°° °° GROP050,-w"re w'`TER-PM OPOST-INSTALLATION MECHANICAL ANCHORS
<br /> CEI JOB NUMBER:LTE 3C-4C-4TXRX 17-09088
<br />
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