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GENERAL NOTE5
<br />I. ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 IBC AS REVISED AND ADOPTED BY CITY OF EVERETT ALONG AITH, WASHINGTON
<br />STATE ENERGY CODE, AND ALL APPLICABLE LOCAL CODES, ORDINANCES AND STANDARDS.
<br />2. THE CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS AITH ALL REVISIONS, ADDENDA, AND CHANGE
<br />ORDERS, ON THE PREM15M AT ALL TIMES.
<br />3. CONTRACTOR TO COORDINATE PHASING OF CONSTRUCTION WITH THE BUILDING OWNERS TO COORDINATE MATERIAL STORAGE,
<br />ACCESS TO AND FROM THE AORK, TIMING OF AORK, SPECIAL CONSIDERATIONS OF NOISY OPERATIONS, INTERRUPTION OF
<br />MECHANICAL AND ELECTRICAL SERVICES, ETC.
<br />4. CONTRACTOR 15 TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, DETAILS, ETC., ARID NOTIFY THE ARCHITECT OF ANY AND ALL
<br />DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK.
<br />5. ALL ITEMS MARKED "N.I.G" ARE NOT PART OF TH15 CONTRACT UNLE55 OTHERA15E NOTED.
<br />6. ALL WORK SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURERS LATEST RECOMMENDATION OR ARITTEN DIRECTIONS.
<br />?. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. THE CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY AND ALL
<br />DISCREPANCIES.
<br />8. ALL DIMENSIONS ARE TO FACE OF STUD OR CENTERLINE OF COLUMN, OR FACE OF CONCRETE WORK UNLESS NOTED OTHERWI5E
<br />(U NA) FOR EXISTING CONDITIONS DIMENSIONS ARE TO FINISHED SURFACE, U.N.O.
<br />4. WHEN CLEAR DIMENSIONS ARE NOTED (GLR) THEY REFER TO CLEARANCE FROM FINISHED SURFACES.
<br />10. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS SHALL BE THE SAME AS FOR
<br />OTHER SIMILAR WORK. IF QUESTIONS CANNOT BE RESOLVED IN TH15 MANNER, CONTACT THE ARCHITECT PRIOR TO PROGEEDIN6 WITH
<br />THE WORK.
<br />11. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION STAKING. IF
<br />THEY DIFFER FROM THOSE SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT 50 THAT MODIFICATIONS CAN
<br />BE MADE BEFORE PROCEEDING WITH THE WORK.
<br />12. THERE SHALL BE NO DEVIATIONS WHATSOEVER FROM THE CONTRACT DOCUMENTS WITHOUT THE ARCHITECTS ARITTEN APPROVAL
<br />THEREOF. THE CONTRACTOR AGREES TO DEFEND INDEMNIFY AND HOLD THE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING AS A
<br />RESULT OF UNAPPROVED CHANGES.
<br />13. WHERE DEVICES OR ITEMS OR PARTS THEREOF ARE REFERRED TO IN SINGULAR, IT 15 INTENDED THAT SUCH SHALL APPLY TO AS
<br />MANY SUCH DEVICES, ITEMS OR PARTS AS ARE REQUIRED TO PROPERLY COMPLETE THE AORK.
<br />14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, WHETHER SHOAN HEREON OR NOT, AND
<br />TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR
<br />OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION AITH THE EXECUTION OF TH15 AORK.
<br />15. THE CONTRACTOR RILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY COMPANIES.
<br />16. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN A GLEAN (BROOM) CONDITION AT ALL TIMES.
<br />11. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE 5AFETY OF THE OCCUPANT5 AND AORKERS AT ALL
<br />TIMES.
<br />16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE BUILDING AND SITE WHILE THE JOB 15 IN PROGRESS.
<br />Ig. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER COMPLETION, UNLESS OTHERWISE SPECIFIED, AND SHALL
<br />BE 50 STATED IN CONTRACTOR'S WRITTEN PROP05AL AND AGREEMENT. ALL REPAIRS, CORRECTIONS, DISCREPANCIES, ETC., MUST
<br />BE MADE WITHOUT ANY ADDITIONAL COST TO THE OWNER, AND WITHIN FIVE (5) DAYS AFTER NOTICE 15 GIVEN.
<br />20. ALL OPERATIONS CONDUCTED ON THE PREMISES SHALL NOT BE OBJECTIONABLE BEYOND THE PROPERTY BOUNDARY LINES BY
<br />REA50N OF NOISE, STEAM, ODOR, FUMES, GASES, SMOKE, VIBRATION5, HAZARD OR OTHER CAUSES.
<br />21. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER, AND TOILET FACILITIES.
<br />22. IN COMBUSTIBLE CONSTRUCTION, FIRE STOPPING AND DRAFT STOPPING SHALL. BE INSTALLED TO GUT OFF ALL CONGEALED DRAFT
<br />OPENIN66 BOTH VERTICAL AND HORIZONTAL AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETYIEEN A TOP STORY
<br />AND A ROOF OR ATTIC, SPACE; AND SHALL SUBDIVIDE ATTIC, SPACES, CONGEALED ROOF SPACES AND FLOOR -CEILING ASSEMBLIES.
<br />THE INTEGRITY OF ALL FIRE AND DRAFT STOPS SHALL BE MAINTAINED.
<br />25. FOR NEA ROOF CONSTRUCTION OR RE -ROOF, ATTIC, ACCESS, AND VENTILATION SHALL CONFORM TO THE 2015 IBC. MINIMUM VENT
<br />AREA 514ALL BE I/15O OF THE ATTIC AREA.
<br />24. ALL DOWNSPOUTS, FOOTING AND FOUNDATION DRAWINGS SHALL CONNECT TO THE STORM DRAINAGE SYSTEM, U.N.O.
<br />25. ALL WOOD MEMBERS IN CONTACT AITH CONCRETE SHALL BE PRESSURE TREATED.
<br />26. ALL METAL FASTENERS TO BE OF THE SAME MATERIAL A5 THE METALS USED FOR FLASHING ETC,. WHERE CONNECTION OF 01551MILAR
<br />MATERIALS OCCUR, PROVIDE ADEQUATE PROTECTION TO PREVENT DETERIORATION. THE PROTECTION SHALL INCLUDE, BUT NOT BE
<br />LIMITED TO, AN INSULATION GOAT OF BITUMINOUS PAINT BETWEEN ALL DISSIMILAR METALS.
<br />21. INSTALL ROOFING PER MANUFACTURER'S SPECIFICATIONS.
<br />26. GYPSUM WALL BOARD SYSTEMS SHALL CONFORM TO THE IBC. ALL EXP05ED GYPSUM BOARD TO HAVE METAL EDGES AT ALL
<br />CORNERS AND WALL INTERSECTIONS. RATER -RESISTANT GYPSUM BOARD SHALL BE USED IN RESTROOMS AND ALL NET AREAS
<br />UNLESS NOTED OTHERWISE IN THE PLANS.
<br />241. ALL GLASS AND GLAZING SHALL COMPLY WITH THE IBC AND THE IS PRODUCT SAFETY COMMISSION.
<br />50. ALL EXTERIOR GLASS TO MEET THE REQUIREMENTS SET FORTH IN THE WASHINGTON STATE ENERGY GORE. PROVIDE SCREENS ON ALL
<br />OPERABLE AINDOIN5.
<br />31. THE CONTRACTOR SHALL VERIFY ALL DOOR AND WINDOW ROUGH OPENING DIMENSIONS WITH DOOR AND WINDOW MANUFACTURERS.
<br />52. POST THE STREET ADDRESS NUMBERS ON THE BUILDING(5) 50 AS TO BE V151BL.E TO THE PUBLIC. NUMBERS SHALL BE LEGIBLE FROM
<br />THE STREET FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST.
<br />55. WATER HEATERS SHALL BE PROVIDED WITH APRESSURE/TEMPERATURE RELIEF VALVE WITH A DRAIN LINE PLUMBED TO THE OUTSIDE.
<br />UPC SECTION 608.5.
<br />94. RATER HEATERS AND OTHER FUEL BURNING EQUIPMENT SHALL RECEIVE ALL COMBUSTION AIR FROM THE OUTSIDE. IMC SECTION
<br />'101.2.
<br />55. ALL SERVICE WATER PIPING AND PIPING WITHIN THE BUILDING TO BE INSULATED PER THE WASHINGTON STATE ENERGY CODE.
<br />56. RATER HEATERS SHALL COMPLY WITH THE REQUIREMENTS OF ASHRAE g0-15 AND SHALL BE VENTED TO THE EXTERIOR. INSULATION
<br />SHALL BE AS REQUIRED BY THE WA5HII&T0N STATE ENERGY CODE. STRAP ALL WATER HEATERS PBR U.P.G. SECTION 5062 TO
<br />RESIST SEI5MIC ACTIVITY.
<br />51. EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAME, OPENINC75 BETWEEN WALL AND FOUNDATIONS, BETWEEN HALLS AND ROOF AND
<br />BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES SERVICES THROUGH HALLS, FLOORS, AND DOORS, AND
<br />ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED, 6ASKETE17, OR WEATHER STRIPPED TO LIMIT
<br />AIR LEAKAGE AND ELIMINATE RATER PENETRATION.
<br />56. ALL TEARS AND JOINTS IN BATT INSULATION TO BE SEALED WITH TAPE.
<br />39. VAPOR BARRIER SHALL BE INSTALLED ON THE HARM SIDE OF ALL EXTERIOR AALL5,
<br />40. BUILDING SHALL COMPLY WITH AIR LEAKAGE CONTROL REQUIREMENTS OF THE WASHINGTON STATE ENERGY CODE.
<br />41. CONTRACTOR SHALL COMPLY WITH LIGHTIN6/9AITGHING AND L16HTINS POWER BUDGETS AS SPECIFIED IN THE AASHINGTON STATE
<br />ENERGY CODE, AS REQUIRED. CONTRA( TOR. SHALL SUBMIT DRAWING5 FOR REVIEW AND APPROVAL BY THE CITY OF EVERETT ,AND
<br />OBTAIN ALL NME55ARY PERMITS.
<br />42. ELECTRICAL ROUGH IN AND REFLECTED CEILING PLANS ARE FOR THE GENERAL INFORMATION OF THE CONTRACTOR EXACT
<br />LOCATIONS SHOULD BE VERIFIED.
<br />45. ELECTRICAL / MECHANICAL AND PLUMBING SYSTEMS SHALL BE BIDDER DESIGN.
<br />44. RENOVATION: THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMEN51ON5 BEFORE COMMENCING ANY DEMOLITION.
<br />SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION, AND IN A MANNER SUITABLE TO THE WORK 5E0UENGE.
<br />5AWGUTTIN6 EXISTING REINFORCING SHALL BE AS DIRECTED BY THE ENGINEER OF RECORD. DEMOLITION DEBRIS SHALL NOT BE
<br />ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING, (INCLUDING DEMOLITION DEBRIS) ON
<br />AN EXISTING FLOOR SYSTEM TO 100 PSF. THE CONTRACTOR SHALL YEATHERIZE EXISTING STRUCTURE DURING DEMOLITION AND
<br />CONSTRUCTION. THE CONTRACTOR 15 RESPONSIBLE FOR MAINTAINING AEATHBR PROTECTION AND AILL REPLACE AND/OR RESTORE
<br />TO ORIGINAL CONDITION ANY DAMAGES AS A RESULT OF A BREACH IN NEATHERIZATION.
<br />AE35REV( WTI ONS
<br />A.B.E.
<br />AVERAGE BUILDING
<br />MIN.
<br />MINIMUM
<br />ELEVATION
<br />M150
<br />MISCELLANEOUS
<br />A/G
<br />AIR CONDITIONER
<br />M.O.
<br />MASONRY OPENING
<br />ADJ
<br />ADJUSTABLE, ADJACENT
<br />M.R.
<br />MOISTURE RESISTANT
<br />ADMIN
<br />ADMINISTRATION
<br />N.I.G.
<br />NOT IN CONTRACT
<br />AFF
<br />ABOVE FINISH FLOOR
<br />NOM
<br />NOMINAL
<br />AFC,
<br />ABOVE FINISH 6RA0E
<br />NTS
<br />NOT TO SCALE
<br />ALUM
<br />ALUMINUM
<br />O.G.
<br />ON CENTER
<br />ANOD
<br />ANODIZED
<br />O.R.
<br />OVERHEAD
<br />APPROX
<br />APPROXIMATE
<br />OPP
<br />OFF051TE
<br />ALT
<br />ALTERNATE
<br />0/
<br />OVER
<br />ASIR
<br />AUTOMATIC SPRINKLER
<br />O.R.I. OWNER FURNISHED,
<br />RISER
<br />CONTRACTOR INSTALLED
<br />AVG
<br />AVERAGE
<br />O.F.O.I.
<br />OWNER FURNISHED,
<br />BFF
<br />BELOA FINISH FLOOR
<br />OWNER INSTALLED
<br />5F6
<br />BELOW FIN15H GRADE
<br />(P) PROP.
<br />PROPOSED
<br />BLDG.
<br />BUILDING
<br />PERP
<br />PERPENDICULAR
<br />B.O.
<br />BOTTOM OF
<br />PL
<br />PLATE,
<br />BOT
<br />BOTTOM
<br />P-LAM
<br />PLASTIC LAMINATE
<br />BTA
<br />BETWEEN
<br />PLUMB
<br />PLUMBING
<br />GB
<br />CATCH BA51N
<br />PNL
<br />PANEL, PANELING
<br />G.I.
<br />CAST IRON
<br />PROJ
<br />PROJECT, PROJECTED
<br />GIP
<br />CAST IN PLACE
<br />PRV
<br />PRE55M REDUCING VALVE
<br />GJ
<br />CONTROL JOINT,
<br />PT
<br />POINT
<br />GON5TRCTION JOINT
<br />QTR
<br />QUARTER
<br />CMN
<br />CONCRETE MASONRY UNIT
<br />R
<br />RADIUS
<br />GOL
<br />COLUMN
<br />RD
<br />ROOF DRAIN
<br />GONG
<br />CONCRETE
<br />RL
<br />RAIN LEADER
<br />GONT
<br />CONTINUOUS
<br />REC'D
<br />RECEIVED
<br />C.F.C.1.
<br />CONTRACTOR FURNISHED,
<br />REF
<br />REFRIGERATOR,
<br />CONTRACTOR INSTALLED
<br />REFERENCE
<br />DF
<br />DRINKING FOUNTAIN
<br />REINF
<br />REINFORCING
<br />D5
<br />DOWNSPOUT
<br />REOV
<br />REQUIRED
<br />DWG
<br />DRAWING
<br />RR
<br />RE5TROOM
<br />(E), EXIST.
<br />EXISTING CONDITION
<br />RO
<br />ROUGH OPENING
<br />EA
<br />EACH
<br />ROA
<br />PUBLIC RIGHT OF WAY
<br />ELEV
<br />ELEVATION, ELEVATOR
<br />S.A.M.
<br />SELF ADHE51VE MEMBRANE
<br />ELEG
<br />ELECTRICAL
<br />56HED
<br />SCHEDULE
<br />EJ
<br />EXPAN51ON JOINT
<br />50
<br />50LID CORE
<br />EQ
<br />EQUAL
<br />BD
<br />STORM DRAIN
<br />EXIST
<br />EXI5TIN6
<br />SF
<br />SQUARE FOOTAGE, FEET
<br />EJ
<br />EXPANSION JOINT
<br />56
<br />SAFETY GLASS
<br />EXP
<br />EXPANSION
<br />SHT
<br />SHEET
<br />EXT
<br />EXTERIOR
<br />SIM
<br />SIMILAR
<br />FD
<br />FLOOR DRAIN
<br />SPEC,
<br />SPECIFICATION
<br />FDN
<br />FOUNDATION
<br />50
<br />SQUARE
<br />FF
<br />FIN15H FLOOR
<br />55
<br />5TAINLE55 STEEL,
<br />FEG
<br />FIRE EXTINGUISHER CABINET
<br />SAN
<br />SANITARY SEY ER
<br />FTC,
<br />FOOTING
<br />STD
<br />STANDARD
<br />F.P.
<br />FIREPLACE
<br />STL
<br />STEEL
<br />GA
<br />GAUGE
<br />STRUGT
<br />STRUCTURE, STRUCTURAL
<br />GALV
<br />GALVANIZED
<br />SUSP
<br />SUSPENDED
<br />GC
<br />GENERAL CONTRACTOR
<br />SYS
<br />SYSTEM
<br />GYM
<br />GYPSUM WALLBOARD
<br />T
<br />TEMPERED, TREAD, TOP
<br />H
<br />HIGH, HEIGHT
<br />T45
<br />TOP i BOTTOM
<br />HB
<br />HOSE BIBB
<br />TEL
<br />TELEPHONE
<br />HM
<br />HOLLOW METAL
<br />TEMP
<br />TEMPERED
<br />HORIZ
<br />HORIZONTAL
<br />TdG
<br />TONGUE d GROOVE
<br />HT
<br />HE16HT
<br />T6
<br />TEMPERED GLASS
<br />INSUL
<br />INSULATION
<br />T.O.
<br />TOP OF
<br />JT/JTS
<br />JOINT,JOINTS
<br />TYP
<br />TYPICAL
<br />L
<br />LONG, LENGTH
<br />UTIL
<br />UTILITY
<br />LAM
<br />LAMINATE, LAMINATED
<br />U.N.O.
<br />UNLESS NOTED OTHERWISE
<br />L.F.
<br />LINEAR FOOT, LINEAL FT.
<br />VGT
<br />VINYL COMPOSITION TILE
<br />LW
<br />LIGHT YC16HT
<br />VERT
<br />VERTICAL
<br />LVL
<br />LEVEL
<br />NV
<br />WITH
<br />MA5
<br />MA50NRY
<br />W/O
<br />WITHOUT
<br />MAX
<br />MAXIMUM
<br />W-MAT
<br />WALK OFF MAT
<br />M.B.S.
<br />METAL BUILDING SUPPLIER
<br />WP
<br />AATERPROOF
<br />MECH
<br />MECHANICAL
<br />AR
<br />WATER RESISTANT
<br />tv=
<br />MEZZANINE
<br />WRB
<br />WATER RESISTANT BARRIER
<br />MTL
<br />METAL
<br />AT
<br />YeI(9HT
<br />We
<br />MANUFACTURING
<br />WWM
<br />WELDED WIRE MESH
<br />MFR
<br />MANUFACTURER
<br />YWF
<br />WELDED WIRE FABRIC
<br />MH
<br />MANHOLE
<br />5) "ME3OLS LEGEND
<br />X-X SECTION NUMBER
<br />�-X.X SHEET NUMBER
<br />X-X DETAIL NUMBER
<br />(-X.X) SHEET NUMBER
<br />MAIN ROOM
<br />ROOM NAME
<br />�Q
<br />ROOM NUMBER
<br />DEMO - FLOOR PLAN KEY NOTE
<br />®
<br />FLOOR PLAN KEY NOTE
<br />D-XXX
<br />DOOR NUMBER
<br />WINDOW NUMBER
<br />x
<br />x A-x.x x x x.x INTERIOR ELEV. NUMBER
<br />x
<br />0 WALL TYPE
<br />PROJECT DATA
<br />NAME OF PROJECT:
<br />CANFIELD MADOW LAW GROUP - TI
<br />PROJECT LOCATION:
<br />5102 ROCKEFELLER AVE.
<br />EVERETT, WA 418201
<br />GOVERNING AUTHORITY:
<br />CITY OF EVERETT - PERMIT SERVICES
<br />5200 CEDAR ST. EVERETT, WA g8201
<br />42525'iMO
<br />GOVERNING CODE:
<br />2015 I.B.C. A5 ADOPTED
<br />BY THE CITY OF EVERETT
<br />EVERETT MUNICIPAL GORE
<br />ZONING:
<br />METRO EVERETT - UM URBAN MIXED ZONE
<br />CONSTRUCTION TYPE: V-B, NON-SPRINKLERED, NON -SEPARATED
<br />OCCUPANCY:
<br />BUSINESS GROUP B (CURRENT)
<br />USE:
<br />652 LEGAL SERVICES (CURRENT)
<br />PARCEL NUMBER:
<br />004341'138026O0
<br />LOT SIZE:
<br />0.14 ACRES (6,000 SF)
<br />TOTAL BUILDING AREA:
<br />SAS I SF.
<br />OWNER:
<br />ROCKEFELLER BUILDING LLC
<br />5-02 g4TH PL NE
<br />MARYSVILLE, AA g8270
<br />ARCHITECT:
<br />CAPITAL ARCHITECTS GROUP
<br />2615 ROCKEFELLER AVE.
<br />EVERETT, WA 46201
<br />PHONE: (425) 311-8011
<br />CONTACT: SANDRA HIGGINS
<br />PROPERTY DESCRIPTION:
<br />EVERETT PLAT OF BLK '138 D-00 - LOTS 28 4 2g
<br />v v- v v v v v v v v v N
<br />FROFFRTY H 15TOfi'Y'
<br />A 6.2526 ORIGINAL CONSTRUCTION
<br />11.31.61 METER EQUIP. 3 APARTMENTS
<br />12.11.66 APPLICATION FOR VARIANCE PROFESSIONAL OFFICES
<br />2.21.8g TI FOR PROFESSIONAL OFFICE SPACE
<br />5.4.8g USE PERMIT
<br />5GOPE OF VNORK
<br />INTERIOR WORK:
<br />THE SCOPE OF THIS PROJECT APPLIES TO THE TENANT IMPROVEMENT OF THE LOWER,
<br />MAIN AND UPPER FLOORS:
<br />ASBESTOS ABATEMENT, DEMOLITION OF ALL INTERIORS INCLUDING DOORS, TRIM,
<br />DETAILS, HARDWARE, TOILET ROOMS, OFFICES, BREAK -ROOM, FLOORING, WALL
<br />FINISHES, LIGHTING LAYOUT, AND EMERGENCY EGRESS LIGHTING. NEA FRAMING AT
<br />REVISED WALL LAYOUT, UPGRADE TOILETS TO ADA AGGESSIBLE STANDARDS, NEA
<br />DOORS, HARDWARE, FLOORING WOOD TRIM, LED LIGHTING, NEA TILE, NEW FIREPLACE
<br />INSERT, NEW BASE AND COVE TRIM, NEW CEILING SOFFIT AND LIGHTING AT PUBLIC
<br />SPACES.
<br />LOWER FLOOR TO BE FINISHED AIT STORAGE 4FF16ES' E, FITNESS AND
<br />SHOWER ROOMS.
<br />EXTERIOR YVORK: 2
<br />NEW DOWNSPOUT DIVERTER AT PEST SIDE, NEW EXTERIOR IGNAGE UNDER SEPARATE A
<br />PERMIT, NEA FENCE AT WEST TO DEAL WITH HOMELESS TO
<br />APPLICABLE CODES
<br />• AUTOMATIC FIRE DETECTION # SUPPRESSION SYSTEMS ORDINANCE NO. 1402-42
<br />• INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION 8 WAG 51-50
<br />• INTERNATIONAL EXISTING BUILDING CODE (100), 2015 EDITION 4 WAG 51-50
<br />• INTERNATIONAL PROPERTY MAINTENANCE CODE (IPMG), 2015 EDITION d WAG 51-50
<br />• ACCESSIBLE AND USABLE BUILDINGS 4 FACILITIES, ANSI All"1.1-200g 4 AAG 51-50-005
<br />• INTERNATIONAL FIRE CODE (IFG), 2015 EDITION 4 WAG 51-54
<br />• INTERNATIONAL MECHANICAL CODE (IMG), 2015 EDITION 6 AAG 51-52
<br />• NATIONAL ELECTRICAL CODE (NEC), 201-1 EDITION 8. WAG 2416-465-010.
<br />• UNIFORM PLUMBING CODE (UPC), 2015 EDITION 8 WAG 51-56 4 51-51
<br />• AASHIN&TON STATE ENERGY CODE (ASEC), 2015 EDITION, AAG 51-11 (G, R, APPENDIX)
<br />• EVERETT MUNICIPAL CODE, TITLE A ZONING
<br />IEBG COMPLIANCE METHOD 1 a
<br />OPTION 2 WORK AREA COMPLIANCE METHOD LEVEL 2 1
<br />. VI G I N1 TY / ZONING MAC' - N.T.S.
<br />A-4.6
<br />INTERIOR ELEVATION - PARTNER OFFICE I
<br />A-4.4
<br />INTERIOR ELEVATION - PARTNER OFFICE 2
<br />A-4.10
<br />INTERIOR ELEVATION - PARALEGAL OFFICE 2
<br />A-4.11
<br />INTERIOR ELEVATION - HALLWAY 111 4 112
<br />A-4.12
<br />INTERIOR ELEVATION - HALLWAY 205
<br />A-5.3
<br />PROP05M LOWER LEVEL REFLEGTE17 CEILING PLAN
<br />A-5.4
<br />PROP05M MAIN LEVEL REFLECTED CEILING PLAN
<br />A-55
<br />PROPOSED UPPER LEVEL REFLECTED CEILING PLAN
<br />A-6.0
<br />PROP05M ADA RESTROOM
<br />A-6.1
<br />PROP05M TOILET RM. 205
<br />A-1.0
<br />PROPOSED MAIN LEVEL FURNITURE LAYOUT
<br />A-1.1
<br />PROPOSED UPPER LEVEL FURNITURE LAYOUT
<br />A-1.2
<br />PROPOSED MAIN LEVEL FLOORING LAYOUT
<br />A-13
<br />PROPOSED UPPER LEVEL FLOORING LAYOUT
<br />A-6.0
<br />SCHEDULES 8 FINISHES
<br />A- I
<br />T S
<br />-8.2
<br />STAIR DETAILS 22
<br />PRIOR TO WALL DEMOLITION, A STRUCTURAL ENGINEER SHALL VISIT THE SITE
<br />TO VERIFY THAT THE EXISTING ARCHIVE AS -BUILT FRAMING PLANS CORRECTLY
<br />DEPICT THE ACTUAL FRAMING CONDITIONS, AND THAT THE WALL5 TO BE
<br />ALTERED AS PART OF THE RENOVATION ARE INDEED ION -BEARING WALL5.
<br />BU I LD I NC7 AREA GALGULAT I ONS/OGGUFANT LOAD
<br />EXISTING BUILDING AREAS/OCCUPANT LOAD: LOWER LEVEL
<br />MAIN LEVEL
<br />TOTAL EXISTING BUILDING AREA10CCUPANT LOAD:
<br />OCCUPANTS
<br />613 SF STOR. - 2
<br />1,022 SF 944 SF OFF. = 3
<br />1,662 SF 1,682 SF = IT 22
<br />725 5F 125 SF 4
<br />3,4241 SF I TOTAL: 26 OCCUPANTS
<br />NOTE: NO BUILDING FOOTPRINT EXPANSION OR NEA BUILDING AREA PROPOSED IN THIS SCOPE OF WORK;
<br />ALL PROP05M SCOPE 15 INTERIOR TENANT IMPROVEMENT WORK AT THE LOWER, MAIN, AND UPPER LEVELS.
<br />DEFERRED SUE3M I TTALS
<br />MECHANICAL PERMIT, ELECTRICAL PERMIT, AND PLUMBING PERMIT
<br />DRAK N6 INDEX
<br />ARCHITECTURAL
<br />A-1.0 COVER, DRAWING INDEX, GENERAL. NOTES THESE DOCU EN'TS HA E NOT BEEN
<br />APPROVED FOR THE ISSUANCE F
<br />A-I.I SITE PLAN PUBLIC WORKS, r HAN.11 SAL, FIRE
<br />A-2.0 EXI5TIN5/DEMO LOWER LEVEL. FLOOR PLAN UPP ESSiO"�, ELECTRI A'L OR
<br />A-2.1 EXISTIN6/DEMO MAIN LEVEL FLOOR PLAN PLUIVIBiNG PERMITS,
<br />A-22 EXISTIN6/DEMO UPPER LEVEL FLOOR PLAN
<br />A-25 PROPOSED LOWER LEVEL FLOOR PLAN
<br />A-2.4 PROPOSED MAIN LEVEL FLOOR PLAN
<br />A-2.5 PROPOSED UPPER LEVEL FLOOR PLAN
<br />A- 5.0 PROPOSED BUILDING SECTION I
<br />A-3.1 PROPOSED BUILDING SECTION 2
<br />A-4.0 INTERIOR ELEVATION - CONFERENCE ROOM
<br />A-4.1 INTERIOR ELEVATION - KITCHEN/ COPY ROOM O
<br />A-4.2 INTERIOR ELEVATION - ASSOCIATE OFFICE I
<br />A-4.3 INTERIOR ELEVATION - A55XIATE OFFICE 2
<br />A-4.4 INTERIOR ELEVATION - ASSOCIATE OFFICE 3
<br />A-4.5 INTERIOR - P ELEVATION PARALEGAL OFFICE I
<br />A-4.6 INTERIOR ELEVATION - WAITING/ RECEPTION
<br />A-4.1 INTERIOR ELEVATION - SMALL CONFERENCE EVERETT FIRE DEFT
<br />a 2930 Wetmore 7th Fluor
<br />\ Everett, WA 98201
<br />CITY OF t�'VERETT
<br />FOR qr
<br />* •
<br />�N
<br />t
<br />Permit #:
<br />Site Address:
<br />B1909-028
<br />Owner:
<br />3102 ROCKEFELLER AVE
<br />ROCKEFELLER BLDG
<br />Tenant:
<br />App• Date:
<br />LLC
<br />CANFIELD MADOVI/ LAW GROUP
<br />9/14/2019
<br />Proposed Use: COMMERCIAL
<br />Description:
<br />ACCESSIBILITY
<br />TI FOR NEW TENANT, WALE INFILL,
<br />ELEMENTS
<br />Reviewed By:
<br />Office Set
<br />Job Site Set --
<br />Fire/Planning Set
<br />5102 ROGKEF�LLER AVE.
<br />EVERETT, NA. g8201
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<br />a
<br />0
<br />Al
<br />2515 AVE
<br />F-VERF-77, YNA �8201
<br />FHONF: 425.5Ii,8O17
<br />FAX: 425,51i.548a
<br />41M
<br />CANFIELD MADOW
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<br />r,5-12,0VPM76,15TEREV
<br />01
<br />5ANDRAJ. HI661N5
<br />STATE OF WASHITISTON
<br />SOALE: A5 NOTED
<br />155UF DATE: a/IS/la
<br />DRAM: SG/TG/MG
<br />GHEGKED: 5H
<br />©THIS PLAN AND DE5165N 15 AND REMAIN5
<br />THE PROPERTY OF THE ARGHITEGT5 AND
<br />MAY NOT BE U5ED WITHOUT FRIOR
<br />0ON5ENT FROM THE ARCHITECT
<br />FOR PERMIT
<br />REV.
<br />DATE
<br />DE50RIPTION
<br />0
<br />q.18.141
<br />PERMIT 15SUE
<br />z 2
<br />11.14.1a
<br />REVIEW 00MMENT5
<br />�3
<br />11.21.101
<br />REVIEW COMMENTS
<br />COVER SHEET
<br />
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