|
Permit#: B1803-011
<br />Site Address: 2939 COLBY AVE
<br />GENERAL. NOTES M3BREVI ATI ON5 PROJECT DATA LBU I LD I NG AREA CALCULATI ON5
<br />I ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICAPLE BUILDING CODES AS REVISED AND ADOPTED BY
<br />SNOHOM15H COUNTY AND AASHINSTON STATE AS WELL AS ALL APPLICABLE LOCAL CODES, ORDINANCES AND
<br />STANDARDS.
<br />2 THE CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS A1TH ALL REVISIONS,
<br />ADDENDA, AND CHANGE ORDERS, ON THE PREMISES AT ALL TIMES.
<br />5 CONTRACTOR TO COORDINATE PHASING OF CONSTRUCTION AITH THE BUILDING OWNERS TO COORDINATE MATERIAL
<br />STORAGE, ACCESS TO AND FROM THE WORK, TIMING OF AORK, SPECIAL CONSIDERATIONS OF N015Y OPERATIONS,
<br />INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, ETC.
<br />4 CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, DETAILS, ETC., AND NOTIFY THE ARCHITECT OF
<br />ANY AND ALL DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK.
<br />5 ALL ITEMS MARKED "N.I.G" ARE NOT PART OF THIS CONTRACT UNLESS OTHERWISE NOTED.
<br />6 ALL WORK SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURERS LATEST RECOMMENDATION OR NRITTEN
<br />DIRECTIONS.
<br />1 DO NOT 50ALE DRAWIN65; DIMENSIONS GOVERN. THE CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY OF
<br />ANY AND ALL DISCREPANCIES.
<br />8 ALL DIMENSIONS ARE TO FACE OF STUD OR CENTERLINE OF COLUMN, OR FACE OF CONCRETE WORK LNLE55
<br />OTHERWISE NOTED.
<br />g WHEN CLEAR DIMENSIONS ARE NOTED (CLR) THEY REFER TO CLEARANCE FROM FINISHED SURFACES.
<br />10 WHERE CONSTRUCTION DETAILS ARE NOT SHOI^M OR NOTED FOR ANY PART OF THE WORK, THE DETAILS SHALL BE
<br />THE SAME AS FOR OTHER SIMILAR WORK. IF QUESTIONS CANNOT SE RESOLVED IN THIS MANNER, CONTACT THE
<br />ARCHITECT PRIOR TO PROGEEDIN& WITH THE WORK.
<br />II THERE SHALL BE NO DEVIATIONS WHATSOEVER FROM THE CONTRACT DOCUMENTS WITHOUT THE ARCHITECTS WRITTEN
<br />APPROVAL THEREOF. THE CONTRACTOR AGREES TO DEFEND INDEMNIFY AND HOLD THE ARCHITECT HARMLESS
<br />FROM ANY CLAIMS ARISING AS A RESULT OF UNAPPROVED CHANGES.
<br />12 WHERE DEVICES OR ITEMS OR PARTS THEREOF ARE REFERRED TO IN 51NOULAR, IT IS INTENDED THAT SUCH SHALL
<br />APPLY TO AS MANY SUCH DEVICES, ITEMS OR PARTS AS ARE REQUIRED TO PROPERLY COMPLETE THE WORK.
<br />13 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON
<br />OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR
<br />REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION
<br />OF THIS WORK,
<br />14 THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY COMPANIES.
<br />15 ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN A GLEAN (BROOM) CONDITION
<br />AT ALL TIMES.
<br />16 THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND
<br />WORKERS AT ALL TIMES.
<br />11 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE BUILDING AND SITE WHILE THE JOB
<br />iS IN PROGRESS.
<br />18 ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER COMPLETION, UNLESS OTHERWISE
<br />SPECIFIED, AND SHALL BE SO STATED IN CONTRACTOR'S ARITTEN PROPOSAL AND AGREEMENT. ALL REPAIRS,
<br />CORRECTIONS, DISCREPANCIES, ETC., MUST BE MADE WITHOUT ANY ADDITIONAL COST TO THE OWNER, AND WITHIN
<br />FIVE (5) DAYS AFTER NOTICE IS GIVEN.
<br />Ig ALL OPERATIONS CONDUCTED ON THE PREMISES SHALL NOT BE OBJECTIONABLE BEYOND THE PROPERTY BOUNDARY
<br />LINES BY REASON OF NOISE, STEAM, ODOR, FUMES, GASES, SMOKE, VIBRATIONS, HAZARD OR OTHER CAUSES.
<br />20 THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER, AND TOILET FACILITIES. IN COMBUSTIBLE
<br />CONSTRUCTION, FIRE STOPPING AND DRAFT STOPPING SHALL BE INSTALLED TO GUT OFF ALL CONGEALED DRAFT
<br />OPENING BOTH VERTICAL AND HORIZONTAL AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN
<br />A TOP STORY AND A ROOF OR ATTIC SPACE; AND SHALL SUBDIVIDE ATTIC, SPACES, CONGEALED ROOF SPACES
<br />AND FLOOR -CEILING ASSEMBLIES. THE INTEGRITY OF ALL FIRE AND DRAFT STOPS SHALL BE MAINTAINED.
<br />21 ALL DOWNSPOUTS AND DRAINS SHALL CONNECT TO THE STORM DRAINAGE SYSTEM.
<br />22 ALL WORD MEMBERS IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.
<br />23 ALL METAL FASTENERS TO BE OF THE SAME MATERIAL AS THE METALS USED FOR FLASHING ETC. WHERE
<br />CONNECTION OF DISSIMILAR MATERIALS OCCUR, PROVIDE ADEQUATE PROTECTION TO PREVENT DETERIORATION.
<br />THE PROTECTION SHALL INCLUDE, BUT NOT BE LIMITED TO, AN INSULATION GOAT OF BITUMINOUS PAINT BETWEEN ALL
<br />DISSIMILAR METALS.
<br />24 GYPSUM WALL BOARD SYSTEMS SHALL CONFORM TO THE IBC. ALL EXPOSED GYPSUM BOARD TO HAVE METAL
<br />EDGES AT ALL CORNERS AND WALL INTERSECTIONS. WATER-RESISTANT GYPSUM BOARD SHALL BE USED IN
<br />RESTROOMS AND ALL YET AREAS UNLE55 NOTED OTHERWISE IN THE PLANS.
<br />25 ALL GLASS AND GLAZING SHALL COMPLY WITH THE IBC AND THE US PRODUCT SAFETY COMMISSION.
<br />26 ALL EXTERIOR &LASS TO MEET THE REQUIREMENTS SET FORTH IN THE WASHIN&TON STATE ENERGY GODS. PROVIDE
<br />SCREENS ON ALL OPERABLE WINDOWS.
<br />2'1 THE CONTRACTOR SHALL VERIFY ALL DOOR AND WINDOW ROUGH OPENING DIMENSIONS WITH DOOR AND WINDOW
<br />MANUFACTURERS.
<br />26 POST THE STREET ADDRESS NUMBERS ON THE BUILDINGS) 50 AS TO BE VISIBLE TO THE PUBLIC. NUMBERS SHALL
<br />BE LEGIBLE FROM THE STREET FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST.
<br />2g AATER HEATERS SHALL BE PROVIDED WITH APRESSURE/TEMPERATURE RELIEF VALVE WITH A DRAIN LINE PLUMBED
<br />TO THE OUTSIDE. UPC, SECTION 6063.
<br />30 WATER HEATERS AND OTHER FUEL BURNING EQUIPMENT SHALL RECEIVE ALL COMBUSTION AIR FROM THE OUTSIDE.
<br />UMG SECTION 101.2.
<br />51 ALL SERVICE WATER PIPING AND PIPING WITHIN THE BUILDING TO BE INSULATED PER THE WASHIN6TON STATE
<br />ENERGY CODE.
<br />52 WATER HEATERS SHALL COMPLY WITH THE REQUIREMENTS OF ASHRAE g0-"M AND SHALL BE VENTED TO THE
<br />EXTERIOR, INSULATION SHALL BE AS REQUIRED BY THE WASHINISTON STATE ENERGY CODE. STRAP ALL WATER
<br />HEATERS PER U.P.G. SECTION 506.2 TO RESIST SEISMIC, ACTIVITY.
<br />33 EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAME, OPENINGS BETWEEN WALL AND FOUNDATIONS, BETWEEN
<br />WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES SERVICES
<br />THROUGH WALLS, FLOORS, AND DOORS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE SHALL BE
<br />SEALED, CAULKED, &ASKETED, OR WEATHER STRIPPED TO LIMIT AIR LEAKAGE AND ELIMINATE WATER PENETRATION.
<br />54 ALL TEARS AND JOINTS IN BAIT INSULATION TO BE SEALED WITH TAPE.
<br />35 VAPOR BARRIER SHALL BE INSTALLED ON THE WARM SIDE OF ALL EXTERIOR WALLS.
<br />56 BUILDING SHALL COMPLY WITH AIR LEAKAGE CONTROL REQUIREMENTS OF THE WASHIN&TON STATE ENERGY.
<br />37 CONTRACTOR SHALL COMPLY WITH LIGHTIN&/SAITCHINI6 AND LIGHTING POWER BU06ETS AS SPECIFIED IN THE
<br />AASHINI&TON STATE ENERGY CODE. CONTRACTOR SHALL SUBMIT DRAWINGS FOR REVIEW AND APPROVAL BY
<br />DEPT. OF LABOR AND IMXSTRIE5 AND OBTAIN ALL NECESSARY PERMITS.
<br />58 REFLECTED CEILING PLANS ARE FOR THE GENERAL INFORMATION OF THE CONTRACTOR.
<br />3g ELECTRICAL / MECHANICAL AND PLUMBING SYSTEMS SHALL BE BIDDER DESIGN. EXACT LOCATIONS SHOULD BE
<br />VERIFIED BY CONTRACTOR.
<br />THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE COMMENCING ANY DEMOLITION.
<br />5HORIN6 SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION, AND IN A MANNER SUITABLE TO THE WORK
<br />SEQUENCE. SAWGUTTIN6 EX15TINS REINFORCING SHALL BE AS DIRECTED BY THE ENGINEER OF RECORD. DEMOLITION
<br />DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING,
<br />(INCLUDING DEMOLITION DEBRIS) ON AN EXISTING FLOOR SYSTEM TO 100 PSF. THE CONTRACTOR SHALL WEATHERIZE
<br />EXISTING STRUCTURE DURING DEMOLITION AND CONSTRUCTION. THE CONTRACTOR 15 RESPONSIBLE FOR MAINTAINING
<br />HEATHER PROTECTION AND WILL REPLACE AND/OR RESTORE TO ORIGINAL CONDITION ANY DAMAGES AS A RESULT OF
<br />A BREECH IN WEATHMATION.
<br />L.F.
<br />LINEAR FOOT, LINEAL FT.
<br />0
<br />AT
<br />LW
<br />LIGHT HEIGHT
<br />4
<br />AND
<br />LVL
<br />LEVEL
<br />L
<br />ANGLE
<br />MAS
<br />MASONRY
<br />€
<br />CENTER LINE
<br />MAX
<br />MAXIMUM
<br />®
<br />COPYRIGHT
<br />M.B.S.
<br />METAL BUILDING SUPPLIER
<br />°
<br />DEGREE
<br />MECH
<br />MECHANICAL
<br />0
<br />DIAMETER
<br />MEZZ
<br />MEZZANINE
<br />=
<br />EQUAL
<br />MTL
<br />METAL
<br />>
<br />GREATER THAN
<br />MFG
<br />MANUFACTURIN6
<br /><
<br />L -55 THAN
<br />MFR
<br />MANUFACTURER
<br />#
<br />NUMBER
<br />MH
<br />MANHOLE
<br />%
<br />PERCENTAGE
<br />MIN
<br />MINIMUM
<br />i
<br />PLUS/MINU5
<br />M150
<br />MISCELLANEOUS
<br />R
<br />PLATE
<br />M.O.
<br />MASONRY OPENING
<br />M.R.
<br />MOISTURE RESISTANT
<br />ABBREVIATIONS:
<br />NIG
<br />NOT IN CONTRACT
<br />AB.E.
<br />AVERAGE BUILDING
<br />NOM
<br />NOMINAL
<br />ELEVATION
<br />NTS
<br />NOT TO SCALE
<br />A/C
<br />AIR CONDITIONER
<br />OG
<br />ON CENTER
<br />ADJ
<br />ADJUSTABLE, ADJACENT
<br />O.H.
<br />OVERHEAD
<br />ADMIN
<br />ADMIN15TRATION
<br />OPP
<br />OPPOSITE
<br />AFF
<br />ABOVE FINISH FLOOR
<br />0/
<br />OVER
<br />AF6
<br />ABOVE FINISH GRADE
<br />(P) PROP.
<br />PROPOSED
<br />ALUM
<br />ALUMINUM
<br />PERP
<br />PERPENDICULAR
<br />ANOD
<br />ANODIZED
<br />PL
<br />PLATE,
<br />APPROX
<br />APPROXIMATE
<br />P-LAM
<br />PLASTIC LAMINATE
<br />ALT
<br />ALTERNATE
<br />PLUMB
<br />PLUMBING
<br />ASR
<br />AUTOMATIC SPRINKLER
<br />PNL
<br />PANEL, PANELING
<br />RISER
<br />PROJ
<br />PROJECT, PROJECTED
<br />AV&
<br />AVERAGE
<br />PRV
<br />PRESSURE REDUCING VALVE
<br />BFF
<br />BELOW FINISH FLOOR
<br />PT
<br />POINT
<br />5F6
<br />BELOW FINISH GRADE
<br />QTR
<br />QUARTER
<br />BLDG
<br />BUILDING
<br />R
<br />RADIUS
<br />B.O.
<br />BOTTOM OF
<br />RD
<br />ROOF DRAIN
<br />50T
<br />BOTTOM
<br />RL
<br />RAIN LEADER
<br />8TW
<br />BETWEEN
<br />REC'D
<br />RECEIVED
<br />GB
<br />CATCH BASIN
<br />REF
<br />REFRIGERATOR,
<br />0.1.
<br />CAST IRON
<br />REFERENCE
<br />GIP
<br />CAST IN PLACE
<br />REINF
<br />REINFORCING
<br />CJ
<br />CONTROL JOINT,
<br />REQ'D
<br />REQUIRED
<br />CONSTRUCTION JOINT
<br />RR
<br />RESTROOM
<br />GMU
<br />CONCRETE MASONRY UNIT
<br />RO
<br />ROUGH OPENING
<br />COL
<br />COLUMN
<br />ROA
<br />PUBLIC R16HT OF WAY
<br />GONG
<br />CONCRETE
<br />S.A.M.
<br />SELF ADHESIVE MEMBRANE
<br />CONT
<br />CONTINUOUS
<br />SCHED
<br />SCHEDULE
<br />DF
<br />DRINKING FOUNTAIN
<br />50
<br />SOLID GORE
<br />DS
<br />DOWNSPOUT
<br />SD
<br />STORM DRAIN
<br />01%
<br />DRAWING
<br />SF
<br />50ARE FOOTAGE, FEET
<br />0, EXIST.
<br />EXISTING CONDITION
<br />S6
<br />SAFETY OLA59
<br />EA
<br />EACH
<br />5HT
<br />SHEET
<br />ELEV
<br />ELEVATION, ELEVATOR
<br />SIM
<br />51MILAR
<br />ELM
<br />ELECTRICAL
<br />SPEC
<br />SPECIFICATION
<br />EJ
<br />EXPANSION JOINT
<br />SQ
<br />SQUARE
<br />EQ
<br />EQUAL
<br />55
<br />STAINLESS STEEL,
<br />EXIST
<br />EXISTING
<br />SAN
<br />SANITARY SEVER
<br />EJ
<br />EXPANSION JOINT
<br />STD
<br />STANDARD
<br />EXP
<br />EXPANSION
<br />STL
<br />STEEL
<br />EXT
<br />EXTERIOR
<br />STRUCT
<br />STRUCTURE, STRUCTURAL
<br />F.C.IL.
<br />FURNISH BY CONTRACTOR,
<br />SU5P
<br />SUSPENDED
<br />INSTALL BY CONTRACTOR
<br />SYS
<br />SYSTEM
<br />FD
<br />FLOOR DRAIN
<br />T
<br />TEMPERED, TREAD, TOP
<br />FON
<br />FOUNDATION
<br />T45
<br />TOP $ BOTTOM
<br />FF
<br />FINISH FLOOR
<br />TEL
<br />TELEPHONE
<br />FD.I.O.
<br />FURNISHED BY OWNER,
<br />TEMP
<br />TEMPERED
<br />INSTALLED BY OWNER
<br />T46
<br />TONGUE 4 GROOVE
<br />FEC
<br />FIRE EXTINGUISHER CABINET
<br />T&
<br />TEMPERED GLASS
<br />F.O.I.C.
<br />FURNISHED BY OWNER,
<br />T.O.
<br />TOP OF
<br />INSTALLED BY CONTRACTOR
<br />TYP
<br />TYPICAL
<br />FT6
<br />FOOTING
<br />UTIL
<br />UTILITY
<br />6A
<br />GAUGE
<br />U.N.O.
<br />UNLE55 NOTED OTHERWISE
<br />6ALV
<br />GALVANIZED
<br />VGT
<br />VINYL COMPOSITION TILE
<br />GC
<br />GENERAL CONTRACTOR
<br />VERT
<br />VERTICAL
<br />6W5
<br />GYPSUM WALLBOARD
<br />A/
<br />WITH
<br />H
<br />HIGH, HE16HT
<br />A/0
<br />WITHOUT
<br />HB
<br />H05E BIBS
<br />A -MAT
<br />WALK OFF MAT
<br />HM
<br />HOLLOW METAL
<br />Ap
<br />WATERPROOF
<br />HORIZ
<br />HORIZONTAL
<br />AR
<br />WATER RESISTANT
<br />HT
<br />HE16HT
<br />YM
<br />WATER RESISTANT BARRIER
<br />INSUL
<br />INSULATION
<br />AT
<br />HEIGHT
<br />JT/JTS
<br />JOINT,JOINTS
<br />Aw
<br />WELDED WIRE MESH
<br />L
<br />LONG, LENGTH
<br />WWF
<br />MELDED WIRE FABRIC
<br />LAM
<br />LAMINATE, LAMINATED
<br />NAME OF PROJECT:
<br />EVERETT MUSEUM OF HISTORY
<br />DEMOLITION PERMIT
<br />PROJECT LOCATION:
<br />241M COLBY AVE.
<br />EVERETT, WA 418201
<br />GOVERNING AUTHORITY:
<br />CITY OF EVERETT
<br />GOVERNING CODE:
<br />2015 I.B.G. AS ADOPTED
<br />BY THE CITY OF EVERETT
<br />ENERGY CODE:
<br />2015 INTERNATIONAL ENERGY
<br />CONSERVATION CODE
<br />AIR QUALITY CODE:
<br />2015 VENTILATION AND
<br />INDOOR AIR QUALITY CODE.
<br />ZONING:
<br />55 - CENTRAL BUSINESS DISTRICT
<br />CONSTRUCTION TYPE:
<br />V-B, FULLY SPRINKLERED
<br />NUMBER OF STORIES:
<br />2
<br />OCCUPANCY:
<br />BUSINESS GROUP B (CURRENT)
<br />CHANGE OF OCCUMANCY TO ASSEMBLY A-5 UNDER TENANT IMPROVEMENT)
<br />PARCEL NUMBER:
<br />006444168301500
<br />OWNER:
<br />EVERETT MUSEUM OF HISTORY
<br />2g3g COLBY AVE.
<br />EVERETT, WA g8201
<br />ARCHITECT:
<br />CAPITAL ARCHITECTS GROUP
<br />2615 ROCKEFELLER AVE.
<br />EVERETT, WA 018201
<br />FAX: (425) 51'1-848g
<br />PHONE: (425) 311-60I"i
<br />CONTACT: SANDRA HIGGINS
<br />2015 INTERNATIONAL BUILDING CODE
<br />2015 INTERNATIONAL EXISTING BUILDING GORE
<br />1G6/ANSI A111.1-20001 STANDARD FOR ACCESSIBLE BUILDINGS
<br />2015 INTERNATIONAL MECHANICAL CODE
<br />2014 NATIONAL ELECTRIC CODE
<br />2015 UNIFORM PLUMBING CODE
<br />2015 INTERNATIONAL FIRE CODE
<br />AUTOMATIC FIRE DETECTION $ SUPPRESSION SYSTEMS ORDINANCE
<br />2015 INTERNATIONAL ENERGY CONSERVATION CODE
<br />2015 WASHINGTON STATE ENERGY CODE
<br />2015 INTERNATIONAL PROPERTY MAINTENANCE CODE
<br />EVERETT MUNICIPAL CODE
<br />ENERGY CODE
<br />INFORMATION
<br />2015 WASIN6TON STATE ENERGY CODE TABLE G402.1.3
<br />CLIMATE ZONE: 40
<br />ROOF:
<br />ATTIC, AND OTHER:
<br />R-44
<br />WALLS, ABOVE GRADE:
<br />MASS:
<br />R-415al
<br />WOOD FRAMED:
<br />R-21
<br />WALLS, BELOW GRADE:
<br />MASS:
<br />R-g.5c1
<br />WOOD FRAMED:
<br />R-21
<br />FLOORS:
<br />MASS:
<br />R-30c1
<br />J015T / FRAMING:
<br />R-50
<br />SLAB -ON -GRADE FLOORS:
<br />UNHEATED SLABS:
<br />R-10 FOR 24" BELOW
<br />HEATED SLABS:
<br />R-10 PERIMETER AND UNDER ENTIRE SLAB
<br />DOORS - TABLE G402.1.4:
<br />OPAQUE SWINGING:
<br />U-051
<br />EXTERIOR WINDOW - METAL GLAD TABLE 0303.1.3(I):
<br />SINGLE -PANE
<br />U-.45
<br />DOUBLE -PANE
<br />U-55
<br />TABLE 0402A
<br />VERTICAL FENESTRATION
<br />NONMETAL FRAMING
<br />U-026
<br />METAL FRAMING (FIXED)
<br />U-0.31
<br />SITE PLAN NTS
<br />Qwner:
<br />EVERETT MUSEUM OF HISTORY
<br />Tenant:
<br />EVERETT MUSEUM
<br />App. Date:
<br />3/7/2018
<br />Proposed Use:
<br />COMMERCIAL
<br />Description:
<br />DEMO OF NON-STRUCTURAL WALLS/ ACT/
<br />PLUMBING FIXTURES FOR
<br />R ed BY:
<br />Qate:
<br />Office Se
<br />Iola Site Set Fire/Planning Set
<br />2a3cl COLBY AVE.
<br />EVERETT, NA 18201
<br />U
<br />glq
<br />rr'r��1
<br />V
<br />M
<br />+-j
<br />.r.04
<br />��C�11
<br />V
<br />�a 15 OCX FELLER AVE
<br />LOWER FLOOR DEMO I. DEMO RESTROOM FIXTURES 4 PLUMBING WALL. EVERETT, �NA �a 20)
<br />2. DEMO ELECTRICAL EQUIPMENT REMAINING FROM GENERATOR. F } ® 4 11. a O I -7
<br />3. DEMO OVERHEAD COILING DOORS. I
<br />4. GLEAN d BRUSH DEBRIS OFF EXTERIOR MASONRY WALLS FOR WATERPROOFIN 6 SLURRY INSTALL. X : 42 I -fi .8 8
<br />5. DEMO INDICATED WALLS 4 DOORS.
<br />MAIN FLOOR DEMO APR 0 9 2018
<br />I. DEMO RESTROOM FIXTURES d PLUMBING WALL.
<br />2. DEMO ELECTRICAL EQUIPMENT REMAINING FROM GENERATOR. �
<br />S. ENLARGE EXISTING GENERATOR SHAFT FOR ELEVATOR INSTALL.CITYOVERET
<br />Services
<br />4. DEMO INDICATED WALLS 4 DOORS. Permit
<br />5. IWE-ST16ATION OF EXISTING SHAFTS FOR REMOVAL IF NO LONGER NEEDED.
<br />6. INVESTIGATION OF EXISTING FLOOR PENETRATIONS FOR PATCH 4 REPAIR IF NO LONGER NEEDED.
<br />1. DEMO COUNTER, SINK AND CABINETRY AT BREAK ROOM.
<br />6. DEMO COUNTER AND RELOCATED DRY SPRINKLER SYSTEM AS NEEDED AT OFFICE 6.
<br />LOWER FLOOR RGP DEMO C"CU aac'" t>ez
<br />I. DEMO ALL ACT # DROP -IN LIGHT FIXTURES.
<br />2. DEMO L16HT FIXTURES AT RESTROOMS.
<br />MAIN FLOOR RGP DEMO
<br />I. DEMO ALL ACT 8 DROP -IN LIGHT FIXTURES.
<br />2. DEMO LIGHT FIXTURES AT RESTROOMS AND BREAK ROOM.
<br />PROPOSED AREA LONER LEVEL 8pw SF
<br />UPPER LELVEL 8,000 SF
<br />TOTAL PROPOSED AREA 16,000 SF
<br />DEFERRED SUBMITTALS
<br />TENANT IMPROVEMENT, CHANGE OF USE, AND ENERGY ANALYSIS TO BE COMPLETED AT A LATER DATE.
<br />DRAINING INDEX
<br />ARCHITECTURAL
<br />COVER, DRAWING INDEX, GENERAL NOTES
<br />A -ID
<br />A-2.0
<br />DEMOLITION LOWER LEVEL FLOOR PLAN
<br />A-2.1
<br />DEMOLITION UPPER LEVEL FLOOR PLAN
<br />A-22
<br />DEMOLITION LOWER LEVEL REFLECTED CEILING PLAN
<br />A-2.5
<br />DEMOLITION UPPER LEVEL REFLECTED CEILING PLAN
<br />VICINITY MAP
<br />L-------------------------�
<br />1 i
<br />1
<br />I& 110' -
<br />?LBY AVE. PRo�oSED
<br />INTERIOR DEMO
<br />ON EX 15T I NG 16,000
<br />'' 5E. BUILDIN&
<br />WALL ST.
<br />s
<br />PROPERTY LINE
<br />N PROPERTY CORNER
<br />APPROVED
<br />1 PLANNING & COMMUNITY
<br />DEV L P ENT DEPT.
<br />1
<br />BY
<br />1 DATE
<br />:
<br />i
<br />R
<br />THESE DOCUMENTS HAVE NOT BEEN
<br />APPROVED FOR THE ISSUANCE OF
<br />PUBLIC WORK, MECHANICAL, FIRE
<br />SUPPRESSION, ELECTRICAL OR
<br />PLUMBING PERMITS
<br />CITY OF EVERETT
<br />REVIEWED FOR PERMIT
<br />d
<br />5720 REGISTERED
<br />ITECT
<br />SAN R
<br />INGTON
<br />50ALE: A5 NOTED
<br />155UE DATE: 5/b/I8
<br />DRIAINN: 50/5M
<br />CHECKED: 5H
<br />@THIS PLAN AND DESICGN 15 AND REMAINS
<br />THE PROPERTY OF THE ARCHITECTS AND
<br />MAY NOT BE U5ED WITHOUT PRIOR
<br />CONSENT FROM THE ARCHITECT
<br />FOR DEMO PERMIT
<br />COVER SHEET
<br />
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