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Site Address: 12906 19TH AVE SE
<br />Owner: FRED MEYER STORES INC
<br />ICIIdlIL. JUINI 1-r11KUYKALIIL
<br />App.Date: 3/17/2022
<br />GENERAL NOTES:
<br />1. THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY BE REPRODUCED ONLY
<br />WITH THE WRITTEN PERMISSION OF THE ARCHITECT. AUTHORIZED REPRODUCTIONS MUST
<br />BEAR THE NAME OF THE ARCHITECT, COPYRIGHT 2016 BY GELOTTE HOMMAS ARCHITECTURE,
<br />P.S. DBA WORKPLACE ARCHITECTURE. THESE DRAWINGS ARE FULLY PROTECTED BY FEDERAL
<br />AND STATE COPYRIGHT LAWS. ANY INFRINGEMENT WILL BE VIGOROUSLY PROSECUTED,
<br />2. ALL CONSTRUCTION SHALL CONFORM TO THE 2018 ED INTERNATIONAL BUILDING CODE (IBC)
<br />AND THE INTERNATIONAL EXISTING BUILDING CODE (IBEC) AND ANY OTHER APPLICABLE
<br />REGULATORY CODES AS AMENDED BY THE STATE OF WASHINGTON AND BE IN ACCORDANCE
<br />WITH WASHINGTON STATE LAWS, REGULATIONS AND VARIOUS CODES, INCLUDING THE
<br />ICC/ANSI 2009 HANDICAP CODE, IMPOSED BY LOCAL AUTHORITIES. THE CONTRACTOR IS TO
<br />PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND COORDINATION WITH THE CITY AND STATE
<br />AGENCIES AND PR
<br />OVIDE REQUIRED PERMITS. ALL TESTS AND INSPECTIONS ASSOCIATED WITH
<br />THE OBTAINING APPROVALS TO PROCEED AND COMPLETE THE WORK SHALL BE PAID FOR BY
<br />THE CONTRACTOR.
<br />3. DO NOT SCALE DRAWINGS OR DETAILS. USE GIVEN DIMENSIONS. CHECK DETAILS FOR LOCATION
<br />OF ALL ITEMS NOT DIMENSIONED ON THE PLANS. DIMENSIONS ON THE PLANS ARE TO FACE OF
<br />GYPSUM WALL BOARD UNLESS NOTED OTHERWISE.
<br />4. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED I
<br />N THE CONTRACT DOCUMENTS. NOTIFY THE ARCHITECT FOR RESOLUTION OF ALL
<br />DISCREPANCIES PRIOR TO CONSTRUCTION., CONTRACTOR TO VERIFY ALL DIMENSIONS AND
<br />STRUCTURAL MEMBER SIZES PRIOR TO CONSTRUCTION AND TO INFORM ARCHITECT OF ANY
<br />DISCREPANCIES IN THE DRAWINGS OR FROM THE CODES, ANY PERCEIVED DISCREPANCIES ON
<br />THESE PLANS, OR ANY MITIGATING BUILDING OR SITE CONDITIONS THAT MAY AFFECT PROJECT
<br />COSTS, ARE TO BE BROUGHT TO THE ATTENTION OF THE CLIENT -OWNER TEAM AND THE
<br />ARCHITECT. SUCH DISCREPANCIES OR MITIGATING CONDITIONS WILL BE ADDRESSED, IF
<br />NEEDED, BY THE ARCHITECT OR THE CLIENT -OWNER TEAM FOR THE BENEFIT OF ALL BIDDERS
<br />INVOLVED. THE ARCHITECT WILL NOT BE RESPONSIBLE FOR UNREPORTED DISCREPANCIES OR
<br />MITIGATING CONDITIONS AFTER CONSTRUCTION ESTIMATES OR BIDS ARE SUBMITTED. THE
<br />ARCHITECT IS NOT RESPONSIBLE FOR ANY SCOPE -OF -WORK EXCLUSIONS BY PARTICULAR
<br />BIDDERS.
<br />4. ALL PERMITS INCLUDING BUT NOT LIMITED TO THE FIRE SPRINKLER AND ALARM SYSTEMS,
<br />MECHANICAL AND ELECTRICAL TO BE'FILED SEPARATELY. TENANT'S CONTRACTOR IS
<br />RESPONSIBLE FOR PHONE/DATA AND10R SECURITY PERMITS,
<br />5. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK.
<br />6. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO
<br />VISIBLE JOINTS (MINIMUM TO LEVEL 4 FINISH FOR INTERIOR USE SPACES WHERE ADDITIONAL
<br />FINISHES INCLUDING BUT NOT LIMITED TO PAINT WILL BE APPLIED), PATCH AND REPAIR ALL
<br />AFFECTED SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED, ALL
<br />SURFACES SHALL BE ALIGNED,
<br />7, DOOR AND CASED OPENINGS WITHOUT DIMENSIONS ARE TO BE 4" FROM FACE OF ADJACENT
<br />WALL OR CENTERED BETWEEN WALLS, UNLESS NOTED OTHERWISE.
<br />8. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4" IN 10'-0" THE CONTRACTOR
<br />SHALL NOTIFY THE ARCHITECT OF ANY CONDITIONS THAT DO NOT MEET THE STANDARD.
<br />MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS THUS
<br />PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS, CONTRACTOR TO PROVIDE FLOOR
<br />LEVELING AS MAY BE REQUIRED AT SLIDING DOORS, RELITES WITHOUT BASE, CABINET WORK
<br />AND OTHER LOCATIONS REQUIRING LEVEL SUBSTRATE. FEATHER CHANGES IN ELEVATION
<br />OVER SUFFICIENT AREA TO LIMIT TRANSITION SLOPE TO 1/8" PER FOOT.
<br />9. CONTRACTOR TO VERIFY AND ADHERE TO ALL BUILDING STANDARDS. ANY CHANGES TO SAME
<br />SHALL BE SUBMITTED TO THE OWNER AND THE ARCHITECT IN WRITING FOR APPROVAL.
<br />10. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF
<br />WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. ALL WORK SHALL
<br />BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE.
<br />11. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT
<br />THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERNS PRIOR TO
<br />INSTALLATION FOR THE ARCHITECT'S APPROVAL. CONTRACTOR SHALL PROVIDE SHOP
<br />DRAWINGS AND PROJECT DATA FOR ARCHITECT'S APPROVAL. ALL MATERIALS INDICATED TO
<br />MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, SHAPE, COLOR, TEXTURE, PATTERN,
<br />QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICAL AND SHALL BE APPROVED BY
<br />THE ARCHITECT BEFORE INSTALLATION, ON ALL SPECIAL ITEMS REQUIRING CUSTOM
<br />FABRICATION. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR HVAC, CARPET SEAMING,
<br />LIGHTING AND CASEWORK.
<br />14, ALL FIREPROOFING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED TO MATCH
<br />EXISTING ADJACENT FIRE PROTECTION LEVELS. (THIS IS TO INCLUDE REQUIRED LABELING,
<br />APPROVALS AND TESTING)
<br />15. ALL GLASS SHALL BE CLEAR, TEMPERED GLASS, UNLESS OTHERWISE NOTED, GLAZING TONG
<br />MARKS SHALL NOT BE VISIBLE, CLEAN AND POLISH ALL GLASS PRIOR TO PROJECT DELIVERY.
<br />WHERE BUTT JOINED GLASS IS CALLED FOR, USE CLEAR SILICON SEALANT BETWEEN JOINTS
<br />UNLESS OTHERWISE NOTED.
<br />16. CONTRACTOR SHALL PROVIDE 18 GA SHEET METAL BACKING IN PARTITIONS FOR ALL WALL -
<br />MOUNTED FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. ALL
<br />MILLWORK IS TO BE FASTENED TO THE PARTITION. VERIFY BLOCKING LOCATIONS FOR ALL
<br />MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-0" HT. ALL CONCEALED LUMBER AND
<br />BLOCKING TO BE FIRE TREATED.CONTRACTOR TO REFER TO MILLWORK SHOP DRAWINGS FOR
<br />SPECIFIC DETAILS FOR COORDINATION BETWEEN DRYWALL/MILLWORK CONDITIONS.
<br />17. CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREAS FOR
<br />WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK SITE AND SPECIAL
<br />CONDITIONS SUCH AS TIMING OF THE WORK, NOISE, AND INTERRUPTION OF MECHANICAL AND
<br />ELECTRICAL SERVICES. DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST ONE WEEK OR A
<br />MUTUALLY AGREED UPON TIME AHEAD OF THE TIME WORK IS TO COMMENCE, NOTIFY THE
<br />OWNER OF ANY SCHEDULE CHANGES.
<br />18. ALL WORK SHALL BE CONSTRUCTED OR APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S
<br />WRITTEN DIRECTIONS OR RECOMMENDATIONS.
<br />19, CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER /
<br />ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION.
<br />20. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE
<br />METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK..
<br />21. CONTRACTOR TO COORDINATE FRAMING LAYOUT WITH ELECTRICAL AND MECHANICAL
<br />PLAN. TENANT (OR TENANT'S VENDOR) TO PROVIDE AND INSTALL THE TELEPHONE AND DATA
<br />COMMUNICATION CABLING. CONTRACTOR TO COORDINATE SCHEDULING AND OTHER
<br />REQUIREMENTS WITH TENANT (OR TENANT'S VENDOR).
<br />22, ALL LAY -IN ACOUSTICAL CEILING GRIDS AND LIGHTING INSTALLATIONS SHALL BE INSTALLED
<br />AND SECURED PER THE 2018 I.B,C. STANDARDS FOR EARTHQUAKE ZONE D, ASTM C635, C636,
<br />ASTM E 580/E 580M AND THE NORTHWEST WALL AND CEILING BUREAU (NWCB) TECHNICAL
<br />DOCUMENT SUSPENDED CEILINGS 401, DATED DECEMBER 2017.
<br />23. IF THE BUILDING STANDARDS ARE INCONSISTENT FOR DOORS, RELITES,
<br />HARDWARE RELITE FRAMES OR OTHER STANDARD DETAILS, THEN CONTRACTOR MUCH NOTIFY
<br />THE ARCHITECT AND THE OWNER PRIOR TO CONSTRUCTION.
<br />24. THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROTECT
<br />ALL PERSONNEL AND VISITORS TO THE SITE FROM HARM AND INJURY. BARRIERS SHALL BE
<br />INSTALLED AS REQUIRE TO PROTECT EQUIPMENT INSTALLED DURING CONSTRUCTION.
<br />CAREFULLY MAINTAIN AND PROTECT MONUMENTS, BENCH MARKS AND THEIR REFERENCE POINT
<br />FROM BEING DISTURBED OR DESTROYED AND REPLACE AS REQUIRED.
<br />25. COORDINATE WITH SUB -CONTRACTORS THE LOCATIONS OF ELECTRICAL AND VOICE/DATA
<br />OUTLETS, PLUMBING AND OTHER DEVICES WITH LAYOUT AND DESIGN OF CUSTOM CASEWORK,
<br />ALL CASEWORK SHALL CONFORM TO AN CURRENT STANDARDS,
<br />26. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE
<br />REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO
<br />OWNERS OR ARCHITECT'S APPROVAL AND AT NO ADDITIONAL COST TO OWNER.. ALL
<br />REPLACEMENT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH
<br />RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION,
<br />INSOFAR AS IS PRACTICAL AND SHALL BE APPROVED BY THE ARCHITECT OR THE OWNER.
<br />27. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICES DISRUPTED DURING
<br />CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED OTHERWISE. FIRE/LIFE
<br />SAFETY SYSTEMS ARE TO BE CONTINUOUSLY MAINTAINED DURING CONSTRUCTION.
<br />INSTALLATION OF MECHANICAL, ELECTRICAL, AND STRUCTURAL SYSTEMS WILL REQUIRE
<br />OPENING OF SOME EXISTING WALLS, CEILING OR FLOOR CAVITIES. THE CONTRACTOR SHALL BE
<br />RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING ADJACENT SURFACES
<br />UNLESS OTHERWISE NOTED. FILL ALL HOLES AND VOIDS IN FLOORS, WALLS AND CEILINGS
<br />WHICH RESULT FROM THE WORK AND REMOVAL OF EXISTING MATERIAL AND EQUIPMENT BY
<br />THIS CONTRACT, PATCH AND REPAIR ALL AREAS TO MATCH ADJACENT FINISHES, MATERIALS
<br />AND LEVELS OR PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED.
<br />28, MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC, WHEN SHOWN ON THE
<br />ARCHITECTURAL DRAWINGS ARE FOR LOCATIONS INFORMATION ONLY. MECHANICAL AND
<br />ELECTRICAL ARE DESIGNED BY OTHERS,. ALL CIRCUITING COORDINATION TO BE BY OTHERS.
<br />29. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR
<br />STRUCTURAL COMPONENTS MUST BE APPROVED BY THE ARCHITECT OR BUILDING
<br />MANAGEMENT/OWNER'S PROJECT MANAGER.
<br />30. WHEN APPLICABLE, CONTRACTOR TO PROVIDE DRAWINGS FOR THE ARCHITECTS APPROVAL
<br />SHOWING THE LOCATIONS OF ALL THERMOSTATS, GRILLES, DIFFUSERS, FIRE AND SMOKE
<br />DETECTION DEVICES INCLUDING SPRINKLERS, FIRE EXTINGUISHERS AND HOSE CABINETS,
<br />PLUMBING AND PLUMBING EQUIPMENT.
<br />31. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH
<br />LOCAL FIRE CODES, PROVIDE ALL REQUIRED SHOP DRAWINGS AND APPROVALS, CONTRACTOR
<br />IS RESPONSIBLE FOR PROVIDING FIRE ALARM SYSTEM AUDIBILITY.
<br />32. WHEN APPLICABLE AND PRESENT AS WINDOW COVERS, CONTRACTOR TO CLEAN AND REPAIR
<br />ALL PERIMETER BLINDS AS REQUIRED TO BE IN A FULLY FUNCTIONING AND OPERATIONAL
<br />MANNER. CONTRACTOR TO NOTIFY OWNER IMMEDIATELY IF BLINDS NEED REPLACING,
<br />33. MOISTURE TEST -REQUIRED FOR ALL ON GRADE SLAB CONDITIONS DURING THE CONSTRUCTION
<br />ESTIMATING/BUDGETING PROCESS. THE GC SHALL BE RESPONSIBLE FOR OBTAINING FROM THE
<br />BUILDING OWNER DOCUMENTATION AS TO THE VAPOR EMISSION RATE (MOISTURE TEST) FOR
<br />ALL ON GRADE SLAB CONDITIONS. THIS INFORMATION SHOULD THEN BE IMMEDIATELY SHARED
<br />BETWEEN THE ARCHITECT, THE FLOORING REPRESENTATIVE AND THE FLOORING
<br />SUUB-CONTRACTOR FOR REVIEW AND APPROVAL OF APPLICABLE MATERIALS AND ANCILLARY
<br />INSTALLATION/FINISH PROJECTS. IF NO MOISTURE TEST CAN BE FURNISHED OR IF THE FINDINGS
<br />ARE IN QUESTION, THE GC SHALL PERFORM THE FOLLOWING TESTS:
<br />CALCIUM CHLORIDE MOISTURE IN ACCORDANCE WITH THE LATEST EDITION OF ASTM F 1869
<br />STANDARD TEST METHOD FOR MEASURING VAPOR EMISSIONS RATE OF CONCRETE SUB -FLOOR
<br />USING ANHYDROUS CALCIUM CHLORIDE. PROVIDE A WRITTEN REPORT TO THE ARCHITECT AND
<br />THE OWNER AS NOTED
<br />OR
<br />PROVIDE A PH PENCIL TEST AT ALL FLOORS WITHIN THE SCOPE OF WORK PROVIDE A WRITTEN
<br />REPORT TO THE ARCHITECT AND THE OWNER AS NOTED.
<br />IF REQUIRED, BY THE CALCIUM CHLORIDE TEST, A WATERPROOF MEMBRANE SHALL BE
<br />APPLIED TO ALL FLOORS WITHIN THE SCOPE OF WORK. THE WATERPROOF MEMBRANE SHALL BE
<br />APPROPRIATED FOR EACH FINISH FLOORING APPLICATION AS SPECIFIED BY THE FLOORING
<br />MANUFACTURER VIA THE ARCHITECT. A LICENSED INSTALLER SHALL BE UTILIZED FOR
<br />INSTALLATION/APPLICATION OF EACH SPECIFIC MEMBRANE AS APPLICABLE TO THE FINISH
<br />FLOORING PRODUCT AND WRITTEN WARRANTY SHALL BE PROVIDED DOCUMENTING STRICT
<br />CONFORMANCE TO THE SPECIFIED MFG INSTALLATION REQUIREMENTS TO ENSURE AND UPHOLD
<br />ALL PERFORMANCE AND LIFE CYCLE GUARANTEES.
<br />34, FOR CONCRETE SLAB ON GRADE REPAIRS - SCOPE LESS THAN 100 SF: WHEN CONCRETE SLAB
<br />ON GRACE INFILL AND TRENCHING MUST OCCUR, THE CONTRACTOR SHOULD CONDUCT THE
<br />APPROPRIATE UNDER THE SLAB INVESTIGATIONS NECESSARY TO INSURE THE LOCATION OF
<br />EXISTING UTILITIES OR OTHER OBSTRUCTIONS THAT SHOULD NOT BE DAMAGED; SAW CUT SLAB
<br />AT REQUIRED AREA(S) AND PULL BACK THE EXISTING VAPOR BARRIER, IF PRESENT, AND
<br />PROTECT FOR REINSTALLATION. EXECUTE THE REQUIRED UNDER THE SLAB WORK INCLUDING
<br />THE EXCAVATION, BACKFILL, AND RE -COMPACT THE AREA WITH THE PREVIOUSLY HELD
<br />MATERIALS OR PROVIDE NEW TO COMPLY WITH THE ASTM D 1557 TEST PROCEDURE, REINSTALL
<br />A VAPOR BARRIER AND BIND SEAMS AS REQ, TO ENSURE AN AIR/MOISTURE RESISTANT BOND.
<br />ATTACH NEW INFILL CONCRETE TO EXISTING CONCRETE SLAB LONG #4 REPAR AT 24 INCHES O.C.
<br />EMBEDDED 8" INTO THE EXISTING CONCRETE SLAB WITH HILTI HY-150 ADHESIVE OR SIMPSON
<br />SET ADHESIVE. REINFORCEMENT SHALL BE INSTALLED PER ADHESIVE MFG RECOMMENDATIONS.
<br />PROVIDE W2XW2X6X6 WELDED WIRE FABRIC WITHIN SUBJECT AREA. INFILL SLAB TO MATCH
<br />ADJACENT SURFACES BUT NOT LESS THAN FOUR INCHES THICK, AND CENTER #4 DOWELS IN
<br />SLAB. THE CONCRETE SHALL HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI WITH
<br />A MAXIMUM WATER CEMENT RATIO OF 0.58 AND IS TO BE PLACED LEVEL WITH ADJACENT
<br />SURFACES, LET CURE AND PROVIDE MOISTURE TESTING AS SPECIFIED ABOVE, IF SCOPE OF
<br />WORK INCLUDES STRUCTURAL OR ELEVATED SLABS CONSULT A STRUCTURAL ENGINEER -
<br />REFER TO STRUCTURAL PLANS, APPLICABLE, FOR ADDITIONAL SPECIFICATIONS AND
<br />REQUIREMENTS.
<br />35. ANY SITE IMPROVEMENT CONSTRUCTION SHOWN ON THE ARCHITECTURAL DRAWINGS IS
<br />INTENDED AS INFORMATION TO BE FURTHER ADDRESSED AND CLARIFIED BETWEEN THE
<br />GENERAL CONTRACTOR AND THE BUILDING LANDLORD AND/OR AFFECTED TENANT. UNLESS
<br />OTHERWISE DEVELOPED AND DETAILED SEPARATELY BY A REGISTERED ENGINEER, LANDSCAPE
<br />DESIGNER, OR OTHER RECOGNIZED SITE DEVELOPMENT PROFESSIONAL, THE ARCHITECT
<br />MAKES NO GUARANTEES AS TO THE ACCURACY OF (A) ANY SITE IMPROVEMENTS SHOWN ON
<br />ANY ARCHITECTURAL DRAWING INCLUDED HERE, OR (B) THE EXISTING SITE CONDITIONS IN THE
<br />IMPROVEMENT AREA.
<br />36, PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED PER SECTION 906 2018 IFC. TABLE 906.3(1):
<br />FIRE EXTINGUISHERS SHALL BE LOCATED WITHIN 75FT OF AN PORTION OF THE BUILDING. IF
<br />CABINETS ARE RECESSED INTO FIRE RATED WALLS/PARTITIONS, THEN SUCH CABINETS SHALL BE
<br />AFFORDED A FIRE RATING TO MAINTAIN THE REQUIRED INTEGRITY. SEE ADJACENT PLANS FOR
<br />LAYOUT OF FIRE EXTINGUISHER CABINETS (FEC). FIELD APPROVAL REQUIRED PRIOR TO
<br />CERTIFICATE OF OCCUPANCY.
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<br />ABOVE FINISHED FLOOR
<br />ALT
<br />ALTERNATE
<br />APROX
<br />APPROXIMATE
<br />BD
<br />BOARD
<br />BLDG
<br />BUILDING
<br />BLK
<br />BLOCK
<br />BLKG
<br />BLOCKING
<br />BOT
<br />BOTTOM
<br />B/S
<br />BUILDING STANDARD
<br />BU
<br />BUILT UP
<br />CAB
<br />CABINET
<br />CLG
<br />CEILING
<br />COL
<br />COLUMN
<br />CONC
<br />CONCRETE
<br />CONS
<br />CONSTRUCTION
<br />CONT
<br />CONTINUOUS
<br />CORR
<br />CORRIDOR
<br />CPT
<br />CARPET
<br />CT
<br />CERAMIC TILE
<br />CTR
<br />CENTER
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<br />DEEP
<br />DEMO
<br />DEMOLTION
<br />DTL
<br />DETAIL
<br />DF
<br />DRINKING FOUNTAIN
<br />DIA
<br />DIAMETER
<br />DIM
<br />DIMENSION
<br />DN
<br />DOWN
<br />DWG
<br />DRAWING
<br />E
<br />EAST
<br />EA
<br />EACH
<br />EL
<br />ELEVATION
<br />ELECT
<br />ELECTRICAL
<br />ELEV
<br />ELEVATOR
<br />EQ
<br />EQUAL
<br />EQUIP
<br />EQUIPMENT
<br />EST
<br />ESTIMATE
<br />EXIST
<br />EXISTING
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<br />EXPANSION
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<br />FIRE EXTINGUISHER CABINET
<br />FF
<br />FACTORY FINISH
<br />FH
<br />FULL HEIGHT
<br />FIN
<br />FINISH(ED)
<br />FUR
<br />FLOOR
<br />FOIC
<br />FURNISH BY OWNER, INSTALL
<br />BY CONTRACTOR
<br />FOS
<br />FACE OF STUDS
<br />FOC
<br />FACE OF CONCRETE
<br />FOF
<br />FACE OF FINISH
<br />FT
<br />FEET/FOOT
<br />GA
<br />GAUGE
<br />GC
<br />GENERAL CONTRACTOR
<br />GIL
<br />GLASS/GLAZING
<br />GWB
<br />GYPSUM WALL BOARD
<br />HC
<br />HOLLOW CORE
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<br />HANDICAPPED
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<br />HARDWARE
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<br />HOLLOW METAL
<br />HR
<br />HOUR
<br />HORIZ
<br />HORIZONTAL
<br />HT
<br />HEIGHT
<br />HVAC
<br />HEATING, VENTILATING, AIR
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<br />HW
<br />HOT WATER
<br />I
<br />IBC
<br />INTERNATIONAL BLDG. CODE
<br />INC
<br />INCLUDE
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<br />INFORMATION
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<br />INSULATE(D) (ING)
<br />INT
<br />INTERIOR
<br />JAN
<br />JANITOR
<br />JT
<br />JOINT
<br />KIT
<br />KITCHEN
<br />LAM
<br />LAMINATED
<br />LAV
<br />LAVATORY
<br />LH
<br />LEFT HAND
<br />SYMBOL LEGEND:
<br />ALIGN THESE SURFACES
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<br />MAX
<br />MAXIMUM
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<br />MECHANICAL
<br />MTL
<br />METAL
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<br />MEZZANINE
<br />MFR
<br />MANUFACTURE(R)
<br />MW
<br />MILLWORK
<br />MIN
<br />MINIMUM
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<br />MISCELLANIOUS
<br />MTD
<br />MOUNTED
<br />MUL
<br />MULLION
<br />MW
<br />MICROWAVE
<br />N
<br />NEW OR NORTH
<br />NIC
<br />NOT IN CONTRACT
<br />NO
<br />NUMBER
<br />NTS
<br />NOT TO SCALE
<br />OC
<br />ON CENTER
<br />OFF
<br />OFFICE
<br />OFCI
<br />OWNER FURNISHED,
<br />CONTRACTOR INSTALLED
<br />PART
<br />PARTITION
<br />P-LAM
<br />PLASTIC LAMINATE
<br />PR
<br />PAIR
<br />PNL
<br />PANEL
<br />PT
<br />PAINT
<br />RAD
<br />RADIUS
<br />RB
<br />RESILIENT BASE
<br />RT
<br />RESILIENT TILE
<br />REF
<br />REFRIGERATOR
<br />REQ
<br />REQUIRED
<br />REV
<br />REVISION
<br />RH
<br />RIGHT HAND
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<br />SOUTH
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<br />SPECIFICATION
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<br />SQUARE
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<br />STAINLESS STEEL
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<br />SUSPENDED
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<br />TELEPHONE
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<br />TENANT FURNISHED, TENANT
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<br />THICKNESS
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<br />TYPICAL
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<br />UNLESS OTHERWISE NOTED
<br />UPC
<br />UNIFORM PLUMBING CODE
<br />VCT
<br />VINYL COMPOSITION TILE
<br />VERT
<br />VERTICAL
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<br />VERIFY
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<br />VINYL WALL COVERING
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<br />W/
<br />WITH
<br />W
<br />WIDE
<br />WD
<br />WOOD
<br />WH
<br />WATER HEATER
<br />W/0
<br />WITHOUT
<br />Wt
<br />WEIGHT
<br />KEYNOTE REFERENCE
<br />DETAIL REFERENCE
<br />ELEVATION REFERENCE
<br />PROJECT INFORMATION
<br />SCOPE OF WORK
<br />SCOPE OF WORK FOR EXISTING VACANT SUITE IS TO PROVIDE ONE PRIVACY WALL FOR THE TREATMENT AREA AS SHOWN,
<br />PROJECT ADDRESS MINOR MODIFICATIONS OF THE EX. OFFICE, AND RELOCATE THE RESTROQM SINK AND CHANGE THE DOOR SWING TO
<br />PROVIDE CLEAR ACCESS TO THE TOILET AND SINK. TO MEET CURRENT CODE REQUIREMENTS FOR SHARED RESTROOM.
<br />NEW LED LIGHTING WILL BE PROVIDED AS PART OF THIS TI.
<br />JOINT CHIROPRACTIC
<br />FRED MEYER SHOPPING CENTER
<br />12906 BOTHELL-EVERETT HWY-SUITE B
<br />EVERETT, WA 9820$
<br />PROJECT DATA
<br />INDEX OF DRAWINGS
<br />BUILDING DEPARTMENT: CITY OF EVERETT WASHINGTON
<br />ARCHITECTURAL
<br />BUILDING CODES: 2018 IBC - INTERNATIONAL BUILDING CODE - WA STATE AMENDMENTS WAC 51-50
<br />T1.0
<br />COVER SHEET (SITE PARKING PLAN INCLUDED)
<br />IEBC - INTERNATIONAL EXISTING BUILDING CODE - PRESCRIPTIVE METHOD
<br />T1.1
<br />EXITING/CODE INFORMATION/ACCESSIBILITY DETAILS
<br />IMC - INTERNATIONAL MECHANICAL CODE -WA STATE MECH. CODE 51-52
<br />IFGC - INTERNATIONAL FUEL GAS CODE-
<br />A1.1
<br />DEMOLITION/PARTITION/ELECTRICAUDATA PLANS
<br />IFC - INTERNATIONAL FIRE CODE - WA STATE FIRE CODE AMENDMENTS 51--54A
<br />A1.2
<br />REFLECTED CEILING PLAN AND DETAILS
<br />IECC-INTERNATIONAL ENERGY CONSERVATION CODE - WA STATE AMENDMENTS
<br />A1.3
<br />WALL SECTIONSIDETAILS
<br />UPC - UNIFORM PLUMBING CODE - WA STATE PLUMBING CODE & STDS 51--56
<br />2020 NEC - NATIONAL ELECTRICAL CODE-WAC 296-46B ELECTRICAL SAFETY STD.
<br />ID1.0
<br />FINISH PLAN AND ELEVATIONS
<br />2009 ICC A117.1 2009 -ACCESSIBILITY CODE
<br />CITY OF EVERETT LOCAL AMENDMENTS AND REGULATIONS
<br />OCCUPANCY SEPARATION (IBC C. 5):
<br />NIA
<br />TYPE OF CONSTRUCTION (IBC 602.5):
<br />5B
<br />SPRINKLERED:
<br />C-SPRKLR-WET
<br />NUMBER OF STORIES:
<br />1
<br />ZONING:
<br />531 Department Stores
<br />YEAR BUILT:
<br />1999
<br />PROPERTY SIZE:
<br />18.1 ACRES
<br />BUILDING SIZE:
<br />164,906 SF (2413 SF-2ND FLR)
<br />BUILDING HEIGHT:
<br />+/-14'
<br />PREVIOUS TENANT OCCUPANCY/USE (IBC C. 10):
<br />VACANT (FORMER-HAIRMASTERS)
<br />TENANT OCCUPANCY (IBC C. 10):
<br />B (BUILDING HAS B/M/A2)
<br />SUITE AREAS:
<br />1115 SF
<br />CONSTRUCTION AREA:
<br />1115 SF
<br />PARKING REQUIRED:
<br />EXISTING
<br />EFFECTIVE CODE YEAR OF CONSTRUCTION-
<br />UBC 1988
<br />WATER/SEWER
<br />WATER DISTRICT/PUBLIC SEWER
<br />HEATING/COOLING,
<br />EXISTING
<br />LEGAL DESCRIPTION / TAX ID NUMBER
<br />TAX ID NUMBER - 28053000406200
<br />Assr Situs Add: 12906 BOTHELL-EVERETT HWY , EVERETT, WA 98208
<br />Abbry Legl Desc: SEC 30 TWP 28 RGE 05 - LOT 1 TGW TRS 996, 997, 998 & 999 OF BSP REC AF NO 9802205004 & REV AFN 9811185001 &
<br />AMENDED PER AFN 199911225008 & 200105015005 & BEING PTN SE1/4 SE1/4
<br />0/�
<br />NORTH
<br />DEFERRED SUBMITTALS
<br />"2 1 qr
<br />JUN 14 22
<br />Ll
<br />CITY O E1VERE TT
<br />Permit Services
<br />THESE DOCUMENTS HAVE NOT BEEN
<br />APPROVED FOR THE ISSUANCE OF
<br />PUBLIC WORKS, MECHANICAL, FIRE
<br />SUPPRESSION, ELECTRICAL OR
<br />PLUMBING PERMITS,
<br />APPROVED
<br />Office of Community, PlanninIALEconomic Development
<br />EP TMENT
<br />E' ......._r..,._.to
<br />® DATE: �.
<br />DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEERS OF RECORD
<br />WHO SHALL REVIEW AND PROVIDE NOTATION INDICATING DOCUMENTS HAVE BEEN REVIEWED AND
<br />FOUND TO BE IN GENERAL CONFORMANCE WITH THE BUILDING DESIGN. SUBMITTAL MATERIALS SHALL
<br />INCLUDE PLANS, DETAILS AND CALCULATIONS PREPARED AND SIGNED BY A STATE REGISTERED
<br />ENGINEER. CONTRACTOR SHALL SUBMIT ARCHITECT AND ENGINEER REVIEWED SUBMITTAL MATERIALS
<br />TO THE BUILDING OFFICIAL FOR REVIEW AND PERMIT APPROVAL. DEFERRED SUBMITTAL ITEMS SHALL
<br />NOT BE INSTALLED PRIOR TO OBTAINING THE BUILDING OFFICIAL'S APPROVAL OF THE SUBMITTAL.
<br />BIDDER DESIGN (UNDER SEPARATE PERMIT)
<br />MECHANICAL (IF REQ.)
<br />BIDDER DESIGN (UNDER SEPARATE PERMIT)
<br />FIRE ALARM (AS REQ.-SEE JURISDICTION FIVE REQ.)
<br />BIDDER DESIGN (UNDER SEPARATE PERMIT)
<br />SPRINKLERS (IF REQ.)
<br />BIDDER DESIGN (UNDER SEPARATE PERMIT)
<br />OWNER/CONSULTANTS
<br />OWNER
<br />FRED MEYER STORES INC
<br />1014 VINE ST FL 7
<br />CINCINNATI, OH 45202
<br />CITY OF EVERETT
<br />REVIEWED FOR PERMIT
<br />A = { fl ►� -A.1 P r l$S ire gtlire
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<br />ri-
<br />llr�lk�il Sprinkler
<br />klochaniccl.f Fire Alarm
<br />OD Electrical
<br />PROJECT SITE- FRED MEYER SHOPPING CENTER -SUITE B
<br />'roposed Use: COMMERCIAL ALTERATIONS
<br />)escription: TI FOR JOINT CHIROPRACTIC, STE B
<br />teviewed By: Date:✓
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