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GENERAL NOTES:
<br />1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF
<br />DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED
<br />OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL
<br />MATERIALS, EQUIPMENT. LABOR. AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE
<br />PROJECT AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL.
<br />2. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALLVSIT THE JOB SITE TO
<br />FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT,
<br />CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT
<br />DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE
<br />ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS,
<br />OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
<br />ARCHITECT/ENGINEER VERBALLY AND IN WRITING.
<br />3. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION
<br />AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK, CONTRACTORS BIDDING THE JOB
<br />ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR
<br />SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND
<br />IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL
<br />BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECTIENGINEER OF ANY
<br />CONFLICTS. ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE
<br />EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE
<br />WORK UNLESS DIRECTED OTHERWISE.
<br />4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT
<br />DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION
<br />MEANS, METHODS, TECHNIQUES. SEQUENCES, AND PROCEDURES FOR COORDINATING ALL
<br />PORTIONS OF THE WORK UNDER THE CONTRACT.
<br />6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO
<br />MANUFACTURER'SNENDORS SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL
<br />CODES OR ORDINANCES TAKE PRECEDENCE.
<br />6. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT
<br />ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS. AND ORDINANCES. CONTRACTOR
<br />SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND
<br />LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS.
<br />AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK
<br />7. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF CONSTRUCTION
<br />DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR USE
<br />BY ALL PERSONNEL INVOLVED WITH THE PROJECT. THIS SET IS A VAUD CONTRACT DOCUMENT
<br />ONLY IF THE TITLE SHEET IS STAMPED "FOR CONSTRUCTION" AND EACH SUCCESSIVE SHEET BEARS
<br />THE ARCHITECTS SIGNED WET STAMP.
<br />& THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE
<br />ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE
<br />9. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE MARSHALL
<br />APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE
<br />10. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN
<br />2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING
<br />CONSTRUCTION.
<br />11. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS,
<br />EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK
<br />CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION
<br />ON OR ABOUT THE PROPERTY.
<br />12. CONTRACTOR SHALL KEEP GENERAL WORKAREA CLEAN AND HAZARD FREE DURING
<br />CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. CONTRACTOR SHALL REMOVE
<br />EQUIPMENT NOT SPECIFIEDAS REMAINING ON THE PROPERTY OR PREMISES, SITE SHALLSE LEFT
<br />IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE.
<br />13. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH
<br />CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE
<br />CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS.
<br />14. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID
<br />DISTURBING NORMAL BUSINESS.
<br />15. THE CONTRACTOR SHALL PROVIDE THE CLIENT PROPER INSURANCE CERTIFICATES NAMING
<br />CLIENT AS ADDITIONAL INSURED, AND CLIENT PROOF OF LICENSE(S) AND PE 8 PD INSURANCE.
<br />16. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL INSPECTIONS.
<br />17, CAUTION! CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION
<br />SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE -CALL UTILITY LOCATE SERVICE A MINIMUM OF
<br />48 HOURS PRIOR TO CONSTRUCTION. DIAL 811.
<br />1S CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO CLIENT
<br />ALONG WITH REDLINED CONSTRUCTION SET.
<br />19. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP (REOUNING) THE
<br />APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED SET TO THE CLIENT UPON
<br />COMPLETION.
<br />20. FOR COLLOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE. FOR PARTICIPATION IN BID
<br />WALK
<br />21. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY AS
<br />REWIRED. CONTRACTOR TO REPORT POWER INSTALLATION COORDINATION SOLUTIONS) TO
<br />NETWORK CARRIER REPRESENTATIVE, PROJECT CONSTRUCTION MANAGER AND ARCHITECT.
<br />22. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST: BE APPROVED BY CLIENT
<br />CONSTRUCTION MANAGER.
<br />Za IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE
<br />PENETRATION OF EXISTING ROOFING MATERIALS OCCUR, THE GENERAL CONTRACTOR SHALL
<br />COORDINATE WITH BUILDING OWNER AND BUILDING ROOFING CONTRACTOR OF RECORD FOR
<br />INSTALLATION, PATCH, REPAIR OR ANY AUGMENTATION TO THE ROOF, AND HAVE THE WORK
<br />GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION OR
<br />AND OTHER FUTURE BREACH OF ROOFING INTEGRITY.
<br />24. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN CONCEALED
<br />(SHROUDED) SUPPORT FRAMES OR TRIPODS, THE GENERAL CONTRACTOR SHALL COORDINATE
<br />WITH THE FRP DESIGNERIFABRICATOR TO ENSURE THAT THE FINAL FRP SHROUD IS SIMULATING (IN
<br />APPEARANCE) DESIGNATED EXISTING EXTERIOR BUILDING FACADE MATERIALS, TEXTURES AND
<br />COLORS. THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK
<br />FASTENERS IN ALL FRP CONSTRUCTION. WHEN PHOTO SIMULATIONS ARE PROVIDED, THE
<br />CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN
<br />PHOTO SIMULATIONS. SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL CONTRACTOR,
<br />CONSTRUCTION COORDINATOR, AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION.
<br />26. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE
<br />ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED, CONTRACTORS SHALL CONFIRM (PRIOR TO
<br />SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THE
<br />PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB -RESULTING FROM AN
<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
<br />REPAR. IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT, CONTRACTOR SHALL INCLUDE
<br />PROVISIONS FOR X-RAY PROCEDURES (INCLUDED IN BID) FOR ALL PENETRATION AREAS WHERE
<br />ANCHORING OCCURS.
<br />20. GENERAL 8 SUBCONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABLE
<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
<br />BE: PANDUIT CORP. METAL LOCKING TIES MODEL NO. MLT4S-CP UNDER SERIES-3N (OR EQUAL).
<br />PANDUIT PRODUCT DISTRIBUTED BY TRIARC OF TACOMA, WA.
<br />DESIGN CRITERIA:
<br />THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE 2016 INTERNATIONAL
<br />BUILDING CODE WITH WASHINGTON STATE BUILDING CODE AMENDMENTS (20151BC)
<br />DESIGN LOADS:
<br />DESIGN DATA FOR THE CITY OF EVERETT, WA:
<br />-ROOF SNOW LOAD N/A (NOT A ROOFTOP SOLUTION)
<br />-BASIC WIND SPEED 110 MPH (3 SEC GUST)
<br />-WIND EXPOSURE B
<br />CODE COMPLIANCE:
<br />ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE
<br />CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.
<br />NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE
<br />CODES.
<br />BUILDING/DWELLING CODE 2015 ISC (STATE BUILDING CODE, WAC CHAPTER 51.60)
<br />20151RC (STATE BUILDING CODE. WAC CHAPTER 51-61)
<br />STRUCTURAL CODE 20151BC (STATE BUILDING CODE, WAC CHAPTER 6150)
<br />MECHANICALCODE 20151MC (STATE BUILDING CODE, WAC CHAPTER 61-52)
<br />ELECTRICAL CODE 2014 NEC (DEPT. OF LABOR 81NOUSTIRES, WAC CHAPTER 20646A)
<br />FIREAJFE SAFETY CODE 20151FC (STATE BUILDING CODE, WAC CHAPTER 51.64A)
<br />FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS REQUIREMENTS ARE
<br />NOT REQUIRED IN ACCORDANCE WITH THE IBC 2016 BUILDING CODE.
<br />CONCRETE NOTES:
<br />1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI.318.
<br />2. CONCRETE SHALL BE MIXED, PROPORTIONED. CONVEYED AND PLACED IN ACCORDANCE WITH
<br />CHAPTER 19 OF THE 201516C. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS
<br />FOLLOWS.
<br />TYPE OF CONSTRUCTION 28 DAY STRENTHS W/C MNXMUM CEMENT
<br />(Tc) RATIO CONTENT
<br />PER CUBIC YARD
<br />A. SLABS ON GRADE 2,600 PSI s 0.45 5 SACKS
<br />TOPPING SLABS
<br />CONCRETE PIERS
<br />S. ALL STRUCTURAL CONCRETE 4,000 PSI s OAS 6 1/2 SACKS
<br />EXCEPT WALLS
<br />C. CONCRETE WADS 4.000 PSI S OAS 6 12 SACKS
<br />CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE 4 U.N.O.
<br />2. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND
<br />PROCEDURES OF CONCRETE PLACEMENT.
<br />3. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR�ENTRAINED WITH AN
<br />AIR -ENTRAINING AGENT CONFORMING TO ASTM C260. C494,0618, CM AND C1017. TOTALAIR
<br />CONTENT SHALL BE IN ACCORDANCE WITH TABLE IOD42 OF THE 201516C.
<br />4. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT Si), GRADE 60.
<br />fy-60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE
<br />GRADE 40. fy-40,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED
<br />SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A816(S1) MAY BE WELDED
<br />ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES
<br />SPECIFIED IN A.W.S. D14 ARE SUBMITTED.
<br />5. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND RENDS) IN ACCORDANCE WITH
<br />ACI 316 AND 318. LAP ALL CONTINUOUS REINFORCEMENT T 0 E EMENT AT LEAS 30 BAR DIAMETERS OR A
<br />MINIMUM OF Z-V. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP
<br />CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF Z-W. LAP ADJACENT MATS OF
<br />WELDED WIRE FABRIC A MINIMUM OF 8' AT SIDES AND ENDS.
<br />6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185.
<br />7. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 00. ",000
<br />PSL
<br />8. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS
<br />SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT,
<br />10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
<br />- CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
<br />- CONCRETE EXPOSED TO EARTH OR WEATHER
<br />(#6 BARS OR LARGER) 2"
<br />(#6 BARS OR SMALLER) 1 12-
<br />-CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND
<br />(SLABS, WALLS AND JOISTS) (#I1 BARS AND SMALLER) 314"
<br />(BEAMS. COLUMNS) (PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS) 1 12"
<br />It BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS.
<br />12. ANCHOR BOLTS TO CONFORM TO ASTM A307.
<br />13. NONSHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE.
<br />MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED
<br />RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH
<br />IT IS PLACED (3,000 PSI MINIMUM).
<br />14. ALLEXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REWIRE TESTING TO
<br />CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER
<br />STRUCTURAL STEEL NOTES:
<br />SYMBOLS AND ABBREVIATIONS
<br />AC
<br />AIR CONDITIONING
<br />MAX
<br />MAXIMUM
<br />1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR
<br />AGL
<br />ABOVE GRADE LEVEL
<br />MECH
<br />MECHANICAL
<br />REVIEW PRIOR TO FABRICATION.
<br />APPROX
<br />APPROXIMATELY
<br />MTL
<br />METAL
<br />MFR
<br />MANUFACTURE
<br />2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD WELDING, HIGH
<br />BLDG
<br />BUILDING
<br />MGR
<br />MANAGER
<br />STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED EXPANSION ANCHORS) SHALL BE
<br />BLK
<br />BLOCKING
<br />MIN
<br />MINIMUM
<br />BASED ON THE A.I.S.I. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF
<br />B.O.
<br />BOTTOM OF
<br />MISC
<br />MISCELLANEOUS
<br />STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE
<br />B.O.S.
<br />BOTTOM OF STEEL
<br />WITH20151BC CHAPTER 22. BYA QUAUFIED TESTING AGENCY DESIGNATED BY THE CONSULTANT.
<br />NIA
<br />NOT APPLICABLE
<br />THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST
<br />CLG
<br />CEILING
<br />NIC
<br />NOT IN CONTRACT
<br />RESULTS.
<br />CIA
<br />CLEAR
<br />N.S.
<br />NEAR SIDE
<br />CMU
<br />CONCRETE MASONRY UNIT
<br />NTS
<br />NOT TO SCALE
<br />3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
<br />CONC
<br />CONCRETE
<br />CONST
<br />CONSTRUCTION
<br />O.C.
<br />ON CENTER
<br />TYPEOFMEMBER
<br />CONT
<br />CONTINUOUS
<br />O.D.
<br />OUTSIDE DIAMETER
<br />OM
<br />OVERHEAD
<br />A. WIDE FLANGE SHAPE ASTM A992, Fy 50 KSI
<br />DBL
<br />DOUBLE
<br />S. OTHER SHAPE, PLATES AND ROD ASTM A38, Fy 36 KSI
<br />DIA/0
<br />DIAMETER
<br />PLCS
<br />PLACES
<br />C. PIPE COLUMNS ASTM A53, Fy 35 KSI
<br />DIAG
<br />DIAGONAL
<br />PLYWD
<br />PLYWOOD
<br />D. STRUCTURAL TUBING ASTM A600, Fy46 KSI
<br />DN
<br />DOWN
<br />PROJ
<br />PROJECT
<br />E. ANCHOR BOLTS ASTM A307
<br />GET
<br />DETAIL
<br />PROP
<br />PROPERTY
<br />F. CONNECTION BOLTS ASTM A326
<br />DWG
<br />DRAWING
<br />PSF
<br />POUNDS PER SQUARE FOOT
<br />PSI
<br />POUNDS PER SQUARE INCH
<br />4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER A123/A123M-13.
<br />EA
<br />EACH
<br />PT
<br />PRESSURE TREATED
<br />EL
<br />ELEVATION
<br />5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.I. AND AWS STANDARDS AND SHALL BE
<br />ELEC
<br />ELECTRICAL
<br />RAD
<br />RADIUS
<br />PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREQUAL FIED
<br />EQ
<br />EQUAL
<br />REQ
<br />REQUIRED
<br />WELDS (AS DEFINED BY AWS) SHALL BE USED. WELDING OF GRADE 60 REINFORCING BARS (IF
<br />EQUIP
<br />EQUIPMENT
<br />RM
<br />ROOM
<br />REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40
<br />E.W.
<br />EACH WAY
<br />RO
<br />ROUGH OPENING
<br />REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70 XX ELECTRODES. WELDING
<br />EXT
<br />EXTERIOR
<br />WITHIN 4' OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE
<br />SCH
<br />SCHEDULE
<br />FOR MATERIAL REQUIREMENTS OF WELDED BARS.
<br />FIN
<br />FINISH
<br />SHT
<br />SHEET
<br />FLUOR
<br />FLUORESCENT
<br />SIM
<br />SIMILAR
<br />6. COLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAGE SHOWN ON
<br />FLR
<br />FLOOR
<br />SPEC
<br />SPECIFICATION
<br />THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ALL COLD -FORMED STEEL
<br />F.S.
<br />FAR SIDE
<br />SF
<br />SQUARE FOOT
<br />FRAMING SHALL CONFORM TO THE A.I.S.I. "SPECIFICATION FOR THE DESIGN OF COLD -FORMED
<br />FT
<br />FOOT
<br />SS
<br />STAINLESS STEEL
<br />STEEL STRUCTURAL MEMBERS.*
<br />STL
<br />STEEL
<br />GA
<br />GAUGE
<br />STRUCT
<br />STRUCTURAL
<br />7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (aW DIA.) AND SHALL HAVE A
<br />GALV
<br />GALVANIZED
<br />STD
<br />STANDARD
<br />MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE.
<br />G.C.
<br />GENERAL CONTRACTOR
<br />SO FT
<br />SQUARE FOOT
<br />GRND
<br />GROUND
<br />SQ IN
<br />SQUAREINCH
<br />8. NONSTRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE ST'DIA. ASTM A307 BOLTS
<br />GYP BD
<br />GYPSUM WALLBOARD
<br />SUSP
<br />SUSPENDED
<br />UNLESS NOTED OTHERWISE.
<br />HORZ
<br />HORIZONTAL
<br />THK
<br />THICK
<br />9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN 8 CONSTRUCTION
<br />HR
<br />HOUR
<br />THRU
<br />THROUGH
<br />SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS NOTED OTHERWISE.
<br />HT
<br />HEIGHT
<br />TNNG
<br />TINNED
<br />HVAC
<br />HEATING VENTILATION
<br />T.O.
<br />TOP OF
<br />10. ALL WELDS TO BE 1/4' FILLET UNLESS NOTED OTHERWISE.
<br />AIR CONDITIONING
<br />T,O.S.
<br />TOP OF STEEL
<br />TYP
<br />TYPICAL
<br />11. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COA78 OF GALVACON(ZINC RICH PAINT) OR
<br />I.D.
<br />INSIDE DIAMETER
<br />APPROVED EQUAL.
<br />IN
<br />INCH
<br />UNO
<br />UNLESS NOTED OTHERWISE
<br />INFO
<br />INFORMATION
<br />TOWER/POLE NOTES:
<br />NSUL
<br />INSULATION
<br />VERT
<br />VERTICAL
<br />INT
<br />INTERIOR
<br />V.I.F.
<br />VERIFY N FIELD
<br />IBC
<br />INTERNATIONAL BUILDING CODE
<br />1. VERIFICATION THAT THE PROPOSED TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA
<br />W/
<br />WITH
<br />LOADING IS TO BE DONE BY OTHERS.
<br />LBS
<br />POUNDS
<br />W/0
<br />WITHOUT
<br />WP
<br />WATERPROOF
<br />2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIALAND
<br />FUTUREANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE
<br />CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS.
<br />ABBREVIATED ROOFTOP SAFETY PROCEDURES
<br />R
<br />PLATE Q o
<br />D Q-
<br />CHAIN -LINK FENCE
<br />(WHEN APPLICABLE):
<br />4,
<br />CENTERLNE
<br />O O
<br />D O
<br />CHAIN -LINK FENCE W/ BARB WIRE
<br />WOOD FENCE
<br />(E)
<br />EXISTING T
<br />T
<br />- TELEPHONE
<br />(AS PER 'ACCIDENT PREVENTION PROGRAM"- BY PERMISSION OF WREN CONSTRUCTION, INC.-
<br />- P
<br />- P
<br />- POWER -
<br />03A1M�)
<br />N
<br />DETAIL NUMBER _ _ _ _ _
<br />_ - - -
<br />- - GROUND WIRE
<br />FALL PROTECTION METHODS AND EQUIPMENT
<br />X'N
<br />SHEET NUMBER
<br />COAX
<br />COAXIAL CABLE
<br />ROOF TOP INSTALLATIONS
<br />1 . FOR WORK BEG PERFORMED WITHIN 25'OF AN UNPROTCTED RF EDGE.
<br />SPECIAL
<br />INSPECTIONS:
<br />CONSSTRUCIS
<br />TIONSUPERVSORSHALL DESIGNATE ATRANEDSAFETYMONTORTOOBSERVETHE
<br />MOVEMENTS AND ACTIVITIES OF THE CONSTRUCTION WORKERS.
<br />SPECIAL
<br />INSPECTIONS IN ACCORDANCE WITH 20151BC SECTION 1704.
<br />2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS (LE. BACKING UP TOWARE
<br />A ROOF EDGE, ETC.) OR UNSAFE ACTIVITIES. THE SAFETY MONITOR MUST BE ON THE SAME ROOF
<br />SOILS/GEOTECHNICAL:
<br />AND WITHIN VISUAL AND VERBAL DISTANCE OF THE CONSTRUCTION WORKERS.
<br />OSHORING INSTALLATION AND MONITORING
<br />DOBSERVE AND MONITOR EXCAVATION
<br />3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN V OR LESS OF AN UNPROTECTED
<br />❑VERIFY SOIL BEARING
<br />psf BEARING
<br />ROOF EDGE, REWIRES WORKERS TO USE SAFETY LINE.
<br />❑SUBSURFACE DRAINAGE PLACEMENT
<br />4. SAFETY LINE SHALL BE MINIMUM W DIAMETER NYLON. WITH NOMINAL TENSILE STRENGTH OF
<br />OVERIFY FILL MATERIAL AND COMPACTION
<br />5400 Les.
<br />❑VERIFY CONDITIONS AS ANTICIPATED
<br />DPILE PLACEMENT (AUGER CASTIDRIVEN PILE)
<br />5. SAFETY LINE SHALL BE ATTACHED TO SUBSTANTIAL MEMBER OF THE STRUCTURE.
<br />❑OTHER
<br />8. SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO REACH EDGE OF
<br />ROOF. BUT NOT BEYOND.
<br />REINFORCED CONCRETE:
<br />❑REINFORCING STEEL AND CONCRETE PLACEMENT
<br />7. SAFETY BELTS SHALL BE woan BY ALL CONSTRUCTION WORKERS.
<br />❑PRESTRESSEDIPRECAST CONCRETE FABRICATION AND ERECTION
<br />OBATCH PLANT INSPECTION
<br />8. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION EQUIPMENT SHALL
<br />OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES, tNCLUDING:
<br />❑SHOTCRETE
<br />OGROUTING
<br />INSPECTION OF CONSTRUCTION AREA FOR HAZARDS
<br />❑OTHER
<br />USE OF AN INSPECTION CHECKLIST
<br />INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS
<br />STRUCTURAL STEEL:
<br />REPORTING AND DOCUMENTING ANY HAZARDS
<br />REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION
<br />DFABRICATION AND SHOP WELDS
<br />POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN
<br />❑ERECTION AND FIELD WELDS AND BOLTING
<br />RECEIVING AN UNBIASED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER COWORKER SAF
<br />OOTHER
<br />REPRESENTATIVE
<br />REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL
<br />NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBLICATION
<br />STRUCTURAL ALUMINUM:
<br />DFABRICATION AND SHOP WELDS
<br />REFERENCED OSHA REGULATIONISTANDARDS SHALL BE REVIEWED BY TOWER ERECTORS.
<br />❑ERECTION AND FIELD WELDS AND BOLTING
<br />EQUIPMENT INSTALLERS AND TOWER/ROOF TOP CONTRACTORWUBCONTRACTORS
<br />DOTHER
<br />29 CFR 1928.500 - SCOPE. APPLICATION, AND DEFINITIONS
<br />29 CFR IWAZ01- DUTY TO HAVE FALL PROTECTION
<br />19 CFR 1928,502 - FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES
<br />STRUCTURAL
<br />MASONRY'
<br />CALL TWO WORKING DAYS
<br />BEFORE YOU =1
<br />811
<br />NATIONAL UTILITIES UNDERGROUND LOCATE
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<br />OCONTINUOUS
<br />❑PERIODIC
<br />OOTHER
<br />OTHER: NONE REQUIRED
<br />ANCHORING TO CONCRETE:
<br />❑BOLTS INSTALLED IN CONCRETE
<br />❑POST -INSTALLATION ADHESIVE ANCHORS
<br />❑POST -INSTALLATION MECHANICAL ANCHORS
<br />at&t
<br />Your world.
<br />:PLANS COZPREPARED BY:
<br />)19TONE
<br />NOIN{{RIN O, INC.
<br />16928 WOODINVILLE-REDMOND RD NE, SUITE 210
<br />WOODINVILLE. WA98072
<br />PHONE: 426.487.1732
<br />W W W.CORNERSTONE-ENGR.COM
<br />:PROJECT INFO:
<br />WA6808
<br />EVERETT GOLF
<br />& COUNTRY CLUB
<br />6107 BERKSHIRE DRIVE
<br />EVERETT, WA 98203
<br />SNOHOMISH COUNTY
<br />:ISSUED FOR:
<br />CONSTRUCTION
<br />ZREV::DATE:=ISSUED FOR: BY:=
<br />Qp
<br />03-W18
<br />FINAL
<br />DMO
<br />Qq
<br />02-28-18
<br />PRELIMINARY
<br />ONTO
<br />:DRAWN BY:=CHK.: APV.:
<br />DMO I MWO MWO
<br />:CURRENT ISSUE DATE:
<br />03-08-18
<br />�SIEy
<br />L it
<br />DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY
<br />ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY
<br />ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS
<br />DRAWING ARE SUPERSEDED BY THE LATEST REVISION.
<br />THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS
<br />IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE
<br />OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS
<br />STRICTLY PROHIBITED.
<br />GENERAL NOTES
<br />-noewlAlr_ A9 wcvo.
<br />G-1
<br />0
<br />CEI JOB NUMBER: SC16C/4TXRX 17-09244
<br />)0
<br />
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