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GENERAL NOTES
<br />1. THE FACILITY IS AN UNOCCUPIED SPECIALIZED MOBILE RADIO FACILITY.
<br />2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A GRAPHIC REPRESENTATION OF THE FINAL
<br />INSTALLATION. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND
<br />LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS.
<br />3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE
<br />FOR ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, AND DIMENSIONS AND CONFIRMING THAT THE
<br />WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY
<br />DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER.
<br />4. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO PROCEED BEFORE STARTING WORK.
<br />5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH
<br />MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE
<br />LOCAL CODES OR REGULATIONS TAKE PRECEDENCE.
<br />6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH
<br />APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND
<br />COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC
<br />AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS
<br />SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY
<br />SPECIFICATIONS AND LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE
<br />REGULATIONS.
<br />7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING BEST SKILLS AND ATTENTION. THE
<br />CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
<br />TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK
<br />UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE PROJECT MANAGER AND
<br />WITH LANDLORD'S AUTHORIZED REPRESENTATIVE.
<br />8. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 5
<br />FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION.
<br />9. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE, AND KEEP SAME ON SITE
<br />WHENEVER ANY PERSONNEL ARE ON SITE.
<br />10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED
<br />TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF
<br />THE WORK.
<br />11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS,
<br />PAVING, CURBS, GALVANIZED SURFACES, ETC., AND UPON COMPLETION OF WORK, REPAIR ANY DAMAGE
<br />THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER AND/OR
<br />LANDLORD.
<br />12. ON A DAILY BASIS: KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS,
<br />RUBBISH, AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. LEAVE PREMISES
<br />IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST OR SMUDGES OF ANY NATURE.
<br />13. CONTRACTOR TO PROVIDE COMPLETE SET OF AS -BUILT DRAWINGS WITHIN 10 WORKING DAYS OF
<br />PROJECT COMPLETION.
<br />14 WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR
<br />OTHER SIMILAR WORK.
<br />15. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION.
<br />16 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER
<br />SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL
<br />EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF THIS WORK.
<br />17. ALL ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION WORK WILL BE REPLACED OR REPAIRED TO
<br />MATCH EXISTING.
<br />18. ALL ELEMENTS OF EXISITNG STRUCTURE TO REMAIN INDISTURBED, UNO. EXISTING STRUCTURE IS
<br />ASSUMED TO BE IN GOOD CONDITION, FREE OF DAMAGE OR DETEREORATION. CONTRACTOR TO VERIFY
<br />ALL ELEMENTS OF EXISTING STRUCTURE AFFECTED BY THIS MODIFICATION AND NOTIFY FOR IF ANY
<br />DAMAGE, DETEREORATION, OR DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THOSE
<br />DEPICTED ON THESE CONSTRUCTION DRAWINGS ARE FOUND.
<br />SPECIAL INSPECTION
<br />1. IF REQUIRED, SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL
<br />INSPECTOR.
<br />2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT TO THE OWNER, ARCHITECT,
<br />STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL AS EACH TEST IS COMPLETED.
<br />3. ANY MATERIAL WHICH FAILS TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE
<br />BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER. SPECIAL
<br />INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS.
<br />4. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS FOR THE MATERIAL USED
<br />IF THE CONSTRUCTION TOOK PLACE ON SITE. CONTINUOUS INSPECTION WILL NOT BE REQUIRED
<br />DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND
<br />FURNISHES EVIDENCE OF COMPLIANCE.
<br />5. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT CERTIFYING THAT ALL WORK REQUIRING
<br />SPECIAL INSPECTION WAS, TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE IN
<br />CONFORMANCE WITH THE APPROVED PERMIT PLANS AND SPECIFICATIONS AND THE APPLICABLE
<br />WORKMANSHIP PROVISIONS.
<br />STRUCTURAL NOTES
<br />GENERAL STRUCTURAL NOTES:
<br />1. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS
<br />FOR OTHER SIMILAR WORK.
<br />2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES.
<br />3. NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN SLABS, BEAMS, OR WALLS UNLESS
<br />SPECIFICALLY SHOWN OR NOTED, NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES,
<br />DUCTS, ETC., UNLESS OTHERWISE NOTED. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR
<br />INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC.
<br />4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
<br />SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY
<br />OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND
<br />NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND,
<br />INDEMNIFY AND HOLD T-MOBILE AND THE ARCHITECT/ENGINEER HARMLESS FROM ANY AND ALL
<br />LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
<br />PROJECT, EXCEPTING FOR LIABILITY ARISINGM THE SOLE NEGLIGENCE OF T-MOBILE OR THE
<br />FROM
<br />ARCHITECT/ENGINEER.
<br />5. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO
<br />NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES
<br />NECESSARY TO PROTECT THE STRUCTURE, WORKERS, AND PEDESTRIANS DURING
<br />CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING
<br />FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, TEMPORARY STRUCTURES, AND PARTIALLY
<br />COMPLETED WORK, ETC. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT/ENGINEER SHALL
<br />NOT INCLUDE INSPECTION OF SUCH ITEMS.
<br />6. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION.
<br />7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF. LOAD
<br />SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE
<br />SHORINGBRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.
<br />8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES
<br />WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR
<br />SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION
<br />OF THIS WORK.
<br />9. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS.
<br />10. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS.
<br />11. ALL ITEMS REMOVED DURING CONSTRUCTION WORK (I.E., DRYWALL, PLYWOOD, CEILING PANELS,
<br />ETC.) SHALL BE REPLACED TO MATCH EXISTING.
<br />THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION:
<br />A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL
<br />ENGINEER.
<br />B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ARCHITECT/ENGINEER,
<br />AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE
<br />ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF UNCORRECTED, TO THE PROPER
<br />DESIGN AUTHORITY AND THE BUILDING OFFICIAL.
<br />C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS
<br />SUPERVISOR STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN
<br />CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE
<br />WORKMANSHIP PROVISIONS OF THE CODE.
<br />D. COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS.
<br />STANDARD STRUCTURAL. STEEL NOTES:
<br />1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM
<br />A123-A123M-02 UNLESS NOTED OTHERWISE.
<br />2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500, GRADE A OR A501.
<br />3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC
<br />AND AWS D1.1 WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER
<br />TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION", 14TH EDITION.
<br />4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALV. ASTM A307 BOLTS (5/8" DIA. UNO) AND
<br />SHALL HAVE A MINIMUM OF TWO BOLTS U.N.O AND SHALL INCLUDE HEAVY -HEX NUTS AND
<br />STANDARD CUT WASHERS.
<br />5. NON-STRUCTURAL CONNECTIONS FOR HANDRAIL, LADDERS AND STEEL GRATING MAY USE 5/8" DIA
<br />GALVANIZED ASTM A307 BOLTS U.N.O.
<br />6. ALL STRUCTURAL PIPE ASTM A53, TYPE E OR S, GRADE B.
<br />SPECIAL INSPECTION:
<br />1. IF REQUIRED, SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL
<br />INSPECTOR PER CODE FOR THE FOLLOWING ITEMS:
<br />A. CONTINUOUS DURING THE INSTALLATION OF EXPANSION AND/OR ADHESIVE ANCHORS: INSPECT
<br />HOLE SIZE, DEPTH, CLEANLINESS, AND INSTALLATION PER ICC REPORT.
<br />B. PERIODIC FOR HIGH STRENGTH BOLT INSTALLATIONS (A325).
<br />w ma-avyj i ► cewuu i van F-Amewfo
<br />AFF
<br />ABOVE FINISH FLOOR
<br />LF
<br />LINEAR FEET
<br />AGL
<br />ABOVE GRADE LEVEL
<br />MAX
<br />MAXIMUM
<br />AWG
<br />AMERICAN WIRE GAUGE
<br />MECH
<br />MECHANICAL
<br />AC
<br />AIR CONDITIONING
<br />MFR
<br />MANUFACTURER
<br />ADJ
<br />ADJUSTABLE
<br />MGR
<br />MANAGER
<br />APPROX
<br />APPROXIMATELY
<br />MIN
<br />MINIMUM
<br />AZ
<br />AZIMUTH
<br />MISC
<br />MISCELLANEOUS
<br />BLDG
<br />BUILDING
<br />MTL
<br />METAL
<br />CM
<br />CONSTRUCTION MANAGER
<br />MTZL
<br />METALIZE(D)
<br />CAB
<br />CABINET
<br />MW
<br />MICROWAVE
<br />CL
<br />CENTERLINE
<br />NEC
<br />NATIONAL ELECTRICAL CODE
<br />CLG
<br />CEILING
<br />NIC
<br />NOT IN CONTRACT
<br />CLR
<br />CLEAR
<br />NTS
<br />NOT TO SCALE
<br />CO
<br />COPPER
<br />N/A
<br />NOT APPLICABLE
<br />CONC
<br />CONCRETE
<br />OC
<br />ON CENTER
<br />COND
<br />CONDUIT
<br />OD
<br />OUTSIDE DIAMETER
<br />CONST
<br />CONSTRUCTION
<br />OP
<br />OVERHEAD POWER
<br />CONT
<br />CONTINUOUS
<br />OT
<br />OVERHEAD FIBER
<br />CPM
<br />CASCADIA PM
<br />OPP
<br />OPPOSITE
<br />D/C
<br />DRAFTER/CHECKER
<br />PL
<br />PROPERTY LINE
<br />DEMO
<br />DEMOLISH
<br />PLYWD
<br />PLYWOOD
<br />DIA
<br />DIAMETER
<br />PM
<br />PROJECT MANAGER
<br />DIM
<br />DIMENSION
<br />PROJ
<br />PROJECT
<br />DIN
<br />DOWN
<br />PROP
<br />PROPERTY
<br />DTL
<br />DETAIL
<br />PT
<br />PRESSURE TREATED
<br />DWG
<br />DRAWING
<br />RO
<br />ROUGH OPENING
<br />EA
<br />EACH
<br />ROW
<br />RIGHT OF WAY
<br />ELECT
<br />ELECTRICAL
<br />RRU
<br />REMOTE RADIO UNIT
<br />ELEV
<br />ELEVATION
<br />REQ
<br />REQUIRED
<br />EQ
<br />EQUAL
<br />SBTC
<br />SOLID BARE TINNED COPPER
<br />EQUIP
<br />EQUIPMENT
<br />SF
<br />SQUARE FEET
<br />EXT
<br />EXTERIOR
<br />SHT
<br />SHEET
<br />FIN
<br />FINISH
<br />SPEC
<br />SPECIFICATION
<br />FLR
<br />FLOOR
<br />SQ
<br />SQUARE
<br />FT
<br />FOOT, FEET
<br />SS
<br />STAINLESS STEEL
<br />GA
<br />GAUGE
<br />STL
<br />STEEL
<br />GALV
<br />GALVANIZED
<br />STRUCT
<br />STRUCTURE, STRUCTURAL
<br />GC
<br />GENERAL CONTRACTOR
<br />TOC
<br />TOP OF CONCRETE
<br />GWB
<br />GYPSUM WALL BOARD
<br />TOM
<br />TOP OF MASONRY
<br />GR
<br />GRADE
<br />THRU
<br />THROUGH
<br />GRND
<br />GROUND
<br />TNND
<br />TINNED
<br />HVAC
<br />HEATING, VENTING 8 AIR CONDITIONING
<br />UBC
<br />UNIFORM BUILDING CODE
<br />HORIZ
<br />HORIZONTAL
<br />UG
<br />UNDERGROUND
<br />HT
<br />HEIGHT
<br />UNO
<br />UNLESS NOTED OTHERWISE
<br />IBC
<br />INTERNATIONAL BUILDING CODE
<br />UP
<br />UNDERGROUND POWER
<br />ID
<br />INSIDE DIAMETER
<br />OF
<br />UNDERGROUND FIBER
<br />IN
<br />INCH
<br />VIF
<br />VERIFY IN FIELD
<br />INSUL
<br />INSULATION
<br />VERT
<br />VERTICAL
<br />INT
<br />INTERIOR
<br />WP
<br />WATERPROOF
<br />JBOX
<br />JUNCTION BOX
<br />W/
<br />WITH
<br />LB(S)
<br />POUND(S)
<br />W/O
<br />WITHOUT
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<br />CASCADW PM
<br />Precision Program Management
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<br />`sSZONAL
<br />01/05/16 EXP.1/27/16
<br />CPM PROJECT NO.: 9362
<br />PRELIMINARY
<br />NOI
<br />DATE
<br />1 D/C
<br />DESCRIPTION
<br />0
<br />10-29-15
<br />MS/MS
<br />91 CD REVIEW
<br />1
<br />12-10-15
<br />JEG/EGI
<br />CLIENT COMMENT
<br />SUBMITTAL
<br />NO
<br />DATE
<br />D/C
<br />DESCRIPTION
<br />0
<br />12-17-151EG/EGI
<br />BP SUBMITTAL
<br />1
<br />12-28-15
<br />IMS/MSI
<br />CLIENT COMMENT
<br />SITE NAME:
<br />BROADWAY
<br />EVERETT SNOPUD
<br />SITE ID:
<br />SE01511A
<br />SITE ADDRESS:
<br />2320 CALIFORNIA ST
<br />EVERETT, WA 98201
<br />SHEET TITLE
<br />GENERAL
<br />NOTES
<br />SHEET NO.
<br />GN1.0
<br />
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