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Home My WebLink AboutPermit D03-010 - XEROX CORPORATION - WALLS... XEROX CORPORATION 6400 SOUTHCENTER BOULEVARD D03-010 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0003200003 Address: 6400 SOUTHCENTER BL TUKW Suite No: Tenant: Name: XEROX CORPORATION Address: 6400 SOUTHCENTER BL, TUKWILA WA DEVELOPMENT PERMIT Owner: Name: LEE ROBERT E +EVELYN T Phone: Address: C/O XEROX CORPORATIOIN, XEROX SQ 040 A Permit Number: D03 -010 Issue Date: 01/17/2003 Permit Expires On: 07/16/2003 Contact Person: Name: JOEL ROHRS Phone: 206 - 255 -8147 Address: 14450 NE 29 PL, SUITE 113 Contractor: Name: TURNER CONSTRUCTION CO Phone: 206 623 -1986 Address: 375 HUDSON STREET, NEW YORK, NY Contractor License No: TURNECC237D2 Expiration Date: 02/07/2003 DESCRIPTION OF WORK: REPLACE EXISTING PARTITION WALL (FURNITURE) WITH METAL STUD & GWB WALLS TO CEILING HEIGHT. 12 OFFICE LOCATIONS. Value of Construction: $45,000.00 Fees Collected: $983.36 Type of Fire Protection: SPRINKLER/AFA Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 0016 Public Works Activities: Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: N Street Use: N Water Main Extension: N Water Meter: Channelization / Striping: doc: Devperm Private: N Private: N ** Continued Next Page ** D03 -010 Public: N Public: N Printed: 01 -17 -2003 �.u: s�:,ii.•:VL:::..:ulti • Signature: Print Name: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: ka,,t4/11?•-) Date: 1 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does no presume to give authority to violate or cancel the provisions of any other state or local laws regulating constryn or the perf /rm ce of work. I am authorized to sign and obtain this development permit. Z i9 -t 4- 4-vf D03 -010 Date: // 77 .3 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Printed: 01 -17 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0003200003 Address: 6400 SOUTHCENTER BL TUKW Suite No: Tenant: XEROX CORPORATION doc: Conditions PERMIT CONDITIONS D03 -010 Permit Number: D03 -010 Status: ISSUED Applied Date: 01/13/2003 Issue Date: 01/17/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 4: All mechanical work shall be under separate permit issued by the City of Tukwila. 5: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 6: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 7: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 8: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 9: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 10: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 13: ** *FIRE EXTINGUISHERS * ** - UFC Article 10 and NFPA 10. 14: Maintain fire extinguisher coverage throughout. 15: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) 16: Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. 17: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10 -1) 18: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 19: * ** EXITS * ** - UFC Article 12 20: No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) 21: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) 22: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 23: Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) Printed: 01 -17 -2003 fd e...•• +��.ttKreRVV.__*, WY++'t,xl +s,+rrt .'&•N.+�v.+ -trw +fir +nrr •' v.•• nw•.'. 1c: rJyR,W^Mlp'•/�'ht•JW___________ Signature: Print Nam doc: Conditions 7 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 24: * ** SPRINKLER SYSTEMS * ** -UFC ARTICLE 10 -NFPA 13 25: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating. and /or adding sprinkler heads. 26: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 5.5.3.1) 27: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 28: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 29: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 30: ** *FIRE ALARM SYSTEMS * ** - City Ordinance #1646 - NFPA 72 31: Maintain fire alarm system audible /visual notification. Addition /relocation of walls or partitions may require relocation and /or addition of audible /visual notification devices. 32: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) 33: Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1900) 34: ** *ELECTRICAL * ** UFC Article 85 - NPFA 70 - NEC 35: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 36: * ** BUILDING CONSTRUCTION * ** - (UFC, UBC) 37: When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of Uniform Building Code 803. 38: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8 -B of the Uniform Building Code. (UBC 804.1) 39: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 40: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 41: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construcipn or the perform nc of work. D03 -010 T!; Date: A. A A 03 Printed: 01 -17 -2003 Project Name /Tenant: h 0120K l v 1? t�> 12 / - T - t vi Value of Construction: y s C70C� Site Address (include suite number) City State /Zip: 6ttvo SOV7NL•C:1urum i3/ /i> 'ri/4.w/c_il Tax Parcel Number: coo }Z - -o -0on K Phone: 206 , zG/ 1 ,) •Z 63 Property Owner: > X E1Z- L) t! 00-Pc t2- /\ i L t0 Street Address: , State /Zip: 1 400 . u p c. L`A) r4 9L(//.) , .Tld ou l L,i Fax #: ZOO • z t-(-/ • I -1 Contractor: - 11/1Z1V6 6)N S riz - t/C>n a N d d Phone: 20 G SOS . e, 6 0 c,) Street Address: City State /Zip: S30 `1 /We 5 t11 r6 Flo() t•rn.E �181,3q Fax #: o& 5 (c (c O / Architect: A'V l") /i W) OVS Phone. . 2.1t-1 3�� z Street Address. City State /Zi : *416 .k.11)1140 .5vi,IG 2.% D A . / / ,,.5 - TX 15 Zy Fax #: 2 t y • Li c? 3 3 / Engineer: Phone: Street Address: City State/Zip: Fax #: Contact Person: Jos(.... 1 ` �s Phone: ,. % Z5- 6147 Street Address: City State /Zip: (1450 NE. Fax #: Description of work to be done (please be specific): Re, p,,,K. _ vA tsrlla-, PART/ 1701j NA CFO/Zit: I rage) Gil I fl-f 1/14,E-74,•-• 51 ' i P, WA-LA S '1 GCat i - ti4 ri 'r.. 12- ,F1= : Lt-r-ATIDNI S Existing use: ❑ Retail El Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel , 'Office ❑ School /College/University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel Office ❑ School /College/University ❑ Other Building Square Feet: 3/1 3 00 existing No. of Stories: 2 Area of construction (sq ft): I ZOt✓ 51= Will there be a change of use? ❑ yes a no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes no Existing fire protection features: J71sprinklers Jl automatic fire alarm ❑ none ❑ other (specify) Will there be storage of flammable/combustible hazardous material in the building? ❑ yes 1 no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Commercial / Multi - Family Tenant Improvement / Alteration Permit Application ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: I / Date application expires: Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM I I /30 /00 crpennit.doc CITY OF T UKWI LA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) _._ ... _ ,= tm4ry Project Number: Permit Number: 0 . 0 10 BUILDING OW ER OR AU ORIZED AGENT: Signature: Date: Print name: + 7 tpa' Phoner� _ - J Fax It: 12:5) Q9,8 _ c� 5�g2 T U Address 141' , /E 2 7 ' . f 113 City /State /Zip ttEC)t)L. 9g190 APPLICATI S MUST BE SUBMITTED WITH T OLLOWING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN D BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ Cl Complete Legal Description Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). f working drawings (five(5) sets for structural work), which include : Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) z 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, < identify by size and species which are to be removed and saved H Z 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use IY only) U 11. Location and gross floor area of existing structure with dimensions and setback U O 12. Lowest finished floor elevation (if in flood control zone) to 0 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). w = ILI J I— ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ii. w ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of F any hazardous materials; dimensions of proposed tenant space. u_ ¢ ❑ ❑ Vicinity Map showing location of site � = w H ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack z (— layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of Z O rack. Structural calculations are required for rack storage eight feet and over. UJ uj ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished v 0 O -- ❑ ❑ Construction details 0 H W w ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water - 0 u supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed z sprinkler system design criteria as identified by the Fire Department. U P. _ O ~ ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect /engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. 11/30/110 clpermil.duc z City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0003200003 Permit Number: D03 -010 Address: 6400 SOUTHCENTER BL TUKW Status: APPROVED Suite No: Applied Date: 01/13/2003 Applicant: XEROX CORPORATION Issue Date: Receipt No.: R03 -00058 Payment Amount: 597.75 Initials: KAS Payment Date: 01/17/2003 02:19 PM User ID: 1684 Balance: $0.00 Payee: TURNER CONSTRUCTION CO TRANSACTION LIST: Type Method Description Amount doc: Receipt Payment Check 1013 ACCOUNT ITEM LIST: Description BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 RECEIPT 597.75 Account Code Current Pmts 593.25 4.50 Total: 597.75 i :. :2 . i.?t /t7 9716 TOTAL. 597.75 Printed: 01 -17 -2003 d.W iai,,,x s.0 . i6',A4:L City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0003200003 Permit Number: D03-010 Address: 6400 SOUTHCENTER BL TUKW Status: PENDING Suite No: Applied Date: 01/13/2003 Applicant: XEROX CORPORATION Issue Date: Receipt No.: R03 -00032 Payment Amount: 385.61 Initials: KAS Payment Date: 01/13/2003 09:57 AM User ID: 1684 Balance: $597.75 Payee: JOEL ROHRS TRANSACTION LIST: Type Method Description Amount Payment Cash ACCOUNT ITEM LIST: Description doc: Receipt PLAN CHECK - NONRES RECEIPT 385.61 Account Code Current Pmts 000/345.830 385.61 Total: 385.61 4376 01/14 r)716 TOTAL 305.61 Printed: 01 -13 -2003 PERMIT NO.: BUILDING PERMITS INSPECTIONS ❑ l Progress Inspection Status ❑ 2 Pre- construction ❑ 3 Investigation ❑ 4 OK to Occupy ❑ 5 Remove Stop Work Order ❑ 6 Follow -up ❑ 7 Pre -Move Inspection ❑ 50 WSEC Residential ❑ 60 WA Ventilation/Indoor AQC ❑ 70 NLEA Inspection /Modular Struct ❑ 71 Mobile Home Tie Down Insp ❑ 7 1 Marriage Lines ❑ 90 Resteel ❑ 95 Footing Drains ❑ 100 Foundation Footings ❑ 200 Foundation Walls ❑ 250 Foundation Insulation ❑ 300 Concrete Slab /Slab Insulation ❑ 350 Crawl Space ❑ 400 Shear Wall Nailing ❑ 450 Plywood Wall Sheathing ❑ 500 Roof Sheathing Nailing ❑ 525 Plywood Deck Nailing ❑ 550 Exterior Wall Sheathing ❑ 600 Masonry Chimney 610 Chimney Installation/All Types 700 Framing 750 Roof /Ceiling Insulation ❑ 800 Flour Insulation ❑ 801 Wall Insulation ❑ 802 Exterior Roof Insulation ❑ 803 Glazing Inspection ❑ 815 Lighting and Controls 900 Suspended Ceiling 1000 Interior Wallboard Fastening 1001 Exterior Wallboard Fastening ❑ 1 110 Pre -Move Inspection ❑ 1 115 Motor Inspection ❑ 1120 Pre -Demo ❑ 1140 Pre- reroof 1400 Final -Fire 1700 Final- Building 1900 Final - Reroof ❑ 3100 Site Visit ❑ 4000 Special- Concrete ❑ 4001 Special -Bolts in Concrete ❑ 4001 Special - Mom/Resist Cone Frame ❑ 4003 Special -Reinf Steel Prestress ❑ 4004 Special- Welding ❑ 4005 Special -high- Strength Bolting ❑ 4006 Special - Structural Masonry ❑ 4007 Speeial -Reinf Gypsum Concrete ❑ 4008 Special - Insulating Conc Fill ❑ 4009 Special -Spray Fireproofing ❑ 4010 Special - Piling, Piers, Caissons ❑ 4011 Special - Shotcrete ❑ 401 Special- Grading, Excav /Fill ❑ 4013 Special- Retaining Wall ❑ 4014 Special - Panels ❑ 4015 Special -Smoke Control System TENANT NAME: Xv CONDITIONS ' 10001 No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division 10002 Plumbing permits shall be obtained through King Co 10003 Electrical permits obtained through L & I 10004 All mechanical work shall be under separate permit 10005 All permits, insp records & approved plans available ❑ 10006 All structural concrete shall be special inspected ❑ 10007 All structural welding shall be done by WABO certified inspector ❑ 10008 All high- strength bolting shall be special inspected ❑ 10009 Bolts installed in concrete shall be special inspected ❑ 10010 When special inspection is required...notify Tukwila Building Division 1001 1 The special inspector shall submit a final signed report 10012 Any new ceiling grid and light fixture installation 10013 Partition walls attached to ceiling grid ❑ 10014 Readily accessible access to roof mounted equipment ❑ 10015 Engineered truss drawings & calcs shall be on site ❑ 10016 Any exposed insulation backing material shall have ❑ 10017 Subgrade preparation including drainage, excavation ❑ 10018 A statement from the rooting contractor verifying tire retardant class of roof .47f 10019 All construction to be done in conformance w /approved plans ❑ 10020 Structural observation shall be provided for this project ❑ 10021 All food preparation establishments must have King Co ❑ 10022 Fire retardant treated wood shall have flame spread of ❑ 10023 Notify Building Division prior to placing any concrete ❑ 10024 All spray applied fireproofing shall be special inspected ❑ 10025 All wood to remain in placed concrete shall be treated 10026 All structural masonry shall be special inspected 10027 Validity of Permit 10028 Rack storage requires separate permit ❑ 10030 No occupancy of building until final insp by Bldg Div ❑ 10031 Comply with requirements of TMC 16.04 ❑ 10032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 10034 Removal aseptic tanks require approval and compliance with King Co Health Dept. ❑ 10035 Contact PW Div to obtain insp for water /sewer connect ❑ 10036 Manufacturers installation instructions required on site ❑ 10038 A C ofO will be required for this permit ❑ 10039 Final approval for all TI w /in the limits of the SC Mall 4 , 10040 All construction noise to be in compliance with 8.2 TMC 10041 Ventilation is required for all new rooms & spaces ❑ 1004/ .Fuel burning appliances ❑ 101)43........Appliances, which generate ❑ 10044........Water heater shall be anchored ❑ 10045 . Reroof ❑ "Anchoring — All new cdnstruct and substantial improvement shall be anchored to preve t flotation" Plan Reviewer: Permit Tech: hh Date: Date: 1 IC '0 .mr aaat....w Project:— Type of Ins t` Address: /01.-1W S C_ ( � d Date Called: ca— L1 —a 3 Special Instructions: Date Wanted: a. Requester: S +ev Phone No: i � INSPECTION REC(' - 'D Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT ( 06)431 -3670 COMMENTS: , Ptrv'i} COv✓i 3O`e .4C 0\4___ V.- \ `/pc t la arproved per applicable codes. El Corrections required prior to approval. Inspector: Date: � - 1- 1 -0 3 Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Pcol:ect: 21erOX.... CC rp . Type o spectiony i - ,.. .: Address: - _ 6' c 0 . 8 Date C2c1: —3- 03 ., Special Instructions: • „ Date pled: . { .... C r a 3 . 7r 1; Requester,A- Phone No: -;:3- 77 ' tTY.5 . giX• •)» INSPECTION RECORD Retain'a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 PER 206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Fy Qp e yoved - 1\ , \.-}er;or k.A.) oktilooarc( — airy) rov-e • Inspector: Date: j(4 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Prot: 7. -0 6 ° Type of I spection: S O tr ess: s c v � D at e ailed: / ./(/).„ Instructions: Date Wanted: a . ( ,, Special Requester Cia I Phone No: Ccl( fri) CO) ` f — 7 (A) INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit - E t , C orrections required prior to approval. COMMENTS: svM (%.4)(A) 1 S4t�, a yr C I , ; P r - 1 - � (2 covel. Pe Date: t 2..1 O El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • ••• t: n A Type of Ins tion: • re s: v.4...10 Date Called: I 0 / 4, fro Special Instructions: Date Wanted: , / . I 4 Requester., (, , t, Phone No: N17:A114.'.bI ❑ Approved per applicable codes. - INSPECTION RECORD Retain a copy with permit j = a/ INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 iEr Corrections required prior to approval. COMMENTS: a rr)ttrx. c rc L i 4-ec4- s •S A C LC 04 tea -v ct c C O lick t" t 0■4 o (:L A 41 SK Inspectore Date: ,` 7 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 10,0. Call to schedule reinspection. Receipt No.: Date: *.n.S -.t 37 „ city of Tukwila Fire Department Thomas P. Keefe, Fire Chief .Project Name k erns Needs shift inspection TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Address 4 7 14 c..-,01 77"P / Plod' Suite # L/ Retain. current inspection schedule Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM Rev. 2/19/98 Steven M. Mullet, Mayor Permit No. 00 3-- ° 1 c 7 3 -c7 /7 24/2c Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206- 575.4404 • Fax: 206-575-4439 { ACTIVITY NUMBER: D03 -010 PROJECT NAME: Xerox Corporation SITE ADDRESS: 6400 Southcenter BI Original Plan Submittal Response to Correction Letter # DATE: 01 -13 -03 Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Ken 1 -1t4-f ' Building Division 0 Public Works 5 n l - PLAN REVIEW /ROUTING SLIP Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Notation: Documents/routing slip.doc 2.28.02 Approved with Conditions Fire Prevention C £pL qty ( -f Planning Division I' I ❑ Permit Coordinator itt DUE DATE: 01-14-03 Not Applicable ❑ DUE DATE: 2-11-03 Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DA TE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D03 -010 DATE: 01 -13 -03 PROJECT NAME: Xerox Corporation SITE ADDRESS: 6400 Southcenter BI Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works El PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route n Structural Review Required Y REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: CZ..• Documents/routing slip.doc 2.28.02 Incomplete n Approved with Condition n C Permit Coordinator ❑ Planning Division DUE DATE: 01-14-03 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 2 -11-03 Not Approved (attach comments) n DA TE: 1 ` 03 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: e 5:' dtt. 2it �a' ii.: sf«. :.iab:ris#ilSi:a,+atY.1+ra..tiJ ti bi'i�fi mfN'i11 TrS: Iw. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -010 PROJECT NAME: Xerox Corporation SITE ADDRESS: 6400 Southcenter BI it Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # DATE: 01 -13 -03 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete ❑ n ❑ Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route n Structural Review Required APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Fl Notation: REVIEWER'S INITIALS t lC a Documents/routing slip.doc 2.28.12 Planning Division Permit Coordinator DUE DATE: 01-14-03 Not Applicable ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 2-11 -03 DA TE: ///5120/23 n Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D03 -010 PROJECT NAME: Xerox Corporation SITE ADDRESS: 6400 Southcenter BI DATE: 01 -13 -03 It Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete A-- Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: DA TE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2.28.02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ n Planning Division ❑ Permit Coordinator DUE DATE: 01-14-03 Not Applicable n No further Review Required jg DATE: I I i4J DUE DATE: 2-11-03 n Approved with Conditions ❑ Not Approved (attach comments) n we :uc■c ACTIVITY NUMBER: D03 -010 DATE: 01 -13 -03 PROJECT NAME: Xerox Corporation SITE ADDRESS: 6400 Southcenter BI X Original Plan Submittal Response to Correction Letter # Revision # After Permit Is Issued Response to Incomplete Letter # DEPARTMENTS: Building Division Public Works Complete ❑ Comments: [s. TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete C Planning Division Permit Coordinator ❑ DUE DATE: 01-14-03 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ Structural Review Required ❑ No further Review Required DATE: / ) 3 - ' 0 - - DUE DATE: 2-11 -03 Approved n Approved with Conditions n Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DA TE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire [] Ping ❑ PW ❑ Staff Initials: Documentthouting slip.doc 2-28-02 Detach And Display Certificate 'F625.052 -000 (8/97) DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL . TURNER:' .C.ONSTRUCTI ON COMPANY ::} .: BANK OF?AMERICA.PLAZA• 901 MAIN'ST STE 4900 DALLAS TX 75202 F625 -052 -000 (8/97) z i F 7 Detach And Display Certiticatt. I 1 REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCOI TURNECC237D2 02/07/2003 EFFECTIVE.' DATE .:'. 03:/22/1977 TURNER,CONSTRUCTION COMPANY. BANK OF .:AMERICA PLAZA:' , _ 901 MAIN ; ST =STE 4900. DALLAS TX 75202 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold � I I z w Q � Q 2 • J U O 0 0 W W= w 0 2 J F- 11 Z = F— 0- W f— W .0 — D t~ WW I 0 W u 0 F' z ti LiUE ' 5 A2CESS3: - INTERIOR . ", •e,., •e__ k , r2g i e x:ewe* rz a ..-r vcoZ • t' "'►is Biala' shad :cent; : : :esseee beetery x "wet. e'tecnces • _ =Aue . s; :es anb exemele. •'. the cubing err ' Jity 4 3 . (4 , Where re a.•reo k : _ _essee ' _ _`.E s^ , meet s test one ceecesseee e'.' _ice ec ^ occessore ee ' g _exit • t' those of tiro' ond ;etee Cy' ACS and foctiiIties 'hot Se''.t the accessible awe -'tor',. Deed eqe reg...rei: to reef: elewetor I refer to Ere ant E De+idtars ` )Are elatee. _::re ono bolo. •'e xces'sible Treend floor entrance shall comply let other req.:weeeets s: E -e'ts ' -20. e m - std . Dai`drnr`s •:'•: e t cr eetor :erct" :ne to floors above and beta+. "e eccessae ;rev': floor strati Conk;) ■ tr ether requirements of Elements 1 -20. 4.3.3 w.a;r M U:T deer w.dtt 36" (except as (1Uowea at coons). 4.3.3 t . - 3 6 • Vete clear • cer i :'t ea for r i turn if lc ecoitio c tray' s required wee 4E" Clear w:7' • t tire's arc-,Ca :pstr:jctior less than 48 ',de seal' be 42' minimum, w 48" r r'.rtlum w :. at turn. 4 .3 4 P::ss nc SCaCCe II cm accessee route .s ,ess tear 6C wale, passing vexes are required at moxrmurr 23C intervals Pcssinc space may be either 60 by 5i space. ore intersection of two ■acs or corridors 4.3 .5 4.4.2 rleac-»rr liereeurr aeor neeeroem, 8C" f vee, :a'. :'eerande v' o- erred adjoining an accessible route is reduce; tc less to 8C". a barley' seal ^e provided 4.:.7 Sleet Reereng sepe snail not exceec •:_'). (lf slope exceeds 1:20, refer tc 'ramps' section). Cross 'tope sec!, not exceec 7 :5C (2%;. 4.3.3 4.5 4 . 1 . 6 ( 1 ) ( '. Cecnees 7 Leve UC c 1:4"i 4 requires ec edge 'reetmeet (ve. ^,eeel edge permitted). 1/4" .- ':; 2 Ea9e sec ne beveled w tf o slope re greater man 1:2 Greater than 72 2 : ReeL res : ramp, elevctor, er platform lift Storrs shot not ere pest of an accessible route. Alterations /Ex stint Conditions. or escalator or star 's aoded where one existed ereviousiy• and major structure; modificatons are necessary for such installatior, they a means of accessible vertical access (ramp, elevator, or p :at'orm lift) shall be proviaec. 4.3.6 4.5 Grouna anc Floor Surfaces Sea, be firm. stable. anc si:a- res:stent. (If gratings ere used, refer to requirements under Element 1: Accessible Route.,. 4.5.3 Carpet If carpet is used, 1 shall hove the follcwing features. Shall be secereiy attached; A ' rm Cush os, pad or backing (or one c A level bop, textured )sop, level cut pile or level cut /uncut pile texture; Maxenum Ole 'teekness 1 /2 "; Exposed edges fastened tc floor surfaces with carpet edge trim. 4.4.' Protruding objects Objects protruding 'ram walls with their leading edges between 27" and 80" above the finished Boor she!' protrude no more than 4" into walks or corridors. Objects projecting =rom wars with their leading edges at or below 27" above the finished f:oor may prof ede any cmount. Free - standing objects mounted on posts Dr pylons may overhang 12" maximum from 27" to 8C" above he finished floor err amend. Protruding objects shat not reduce the required clear width of an accessible route o- maneuvering space. 4.2.4 Clear Hoer Space The minimum clear floor space required to accommodate a single, stationary wheelchair is 30" by 48 ". and may be pos tinned for either a forwara or parallel approach. If o forward approach clear floor space extends more than 24" into an alcove, the minimum alcove width snal be 36 ". If a parallel approached clear floor space extends more than 15" into on alcove, the minimum alcove length shall be 6C ". 4.2.5 Reach Ranges If a clear floor space allows only a forward approach. the maximum high forward reach shall be 48" The minimum low 'orwarc reach shall be 15 ". if the high forward reach is over on obstruction, the following conditions shall be met: Knee space below obstruction shall equal or exceed reach length required above the obstruction If the obstruction is less than 20" deep, the maximum high forward reach shall be 48 ". If the obstructior. is 20 -25" deep, the maximum high forward reach shall be 44 ". If the clear floor space allows a parallel approach, the maximum high side reach shall be 54 ". The minimum low sloe reach shall be 3 ". If the high side reach s over an obstruction, the follcwing conditions sholl be met: Obstruction shall be 34' maximum In height, 24" 'n depth, maximum high side reach shah be 46 ". 4 1.3(13) 4 27 Centro!s and Operating Mechanisms Ai controls and operating mechanisms in accessible spaces, along accessible routes, and as parts of accessible elements, shall comply with the following 1. Clear floor space shah oe provided tc allow forcer:" or parallel approach. 2. Heights of all operable portions shall comply with the reach ranges above. Electnccl and communication: system receptacles on wells shall be 15" minimum above the flop" Exception: The height requirements do not apply where the use of special equipment dctotes otherwise or where electrical and communications systems receptacles are riot normally intended for use by building occupants. 3. Controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching, cr twisting of the wrist 4. The force required to activate controls shall be no greater than 5 lbf 4.1.3(9) 4.1.6(1)(g) 4 .3.' 0 Means of Egress In buildings or facilities. er psrtions of buildings and facilities, required to be accessible, accessible means of egress shall be provided in the same number as required for exits by local building /life safety regulations. Accessible routes servi,q any space or element shall also serve as a means of egress for emergencies or connect to an accessible area of rescue assistance. Where a required exit from an occupiable evel above or below a level or accessible exit discharge is not accessible, on area of rescue assistance shall be provided on each level (in a number equal to that of inaccessible required exits) Areas of rescue assistance shall comply with requirements listed below Exception: A horizontal exit. meeting the requirements of local building /life safety regulations. shell satisfy the requirement for an area of rescue assistance Exception Arens of rescue assistance ore not required in buildings or facilities having a supervised automatic sprinkler system. ELEs :'. 10: DOORS 4 • 3' Where a pfebbe At to:- a: ae'ss itie ehtronce tc G totaling err tociity at tear. ant 3 .Jr Shat CO M", • e""c 4e: •. r't• - a ' g a toad). at *ese „ne 3oc at each occesstie watt snail eorrKxy . Eocr r_ mot is m' element of c'1 eeeessebe ra'ete sew cope, wte tho section face e serving Is port of 7' i ::escoe mean oe egress v coraec:ng tc an area of rese e e : s 53*tilce shag :or- ee • tr sec".Yen Excecteon: This regt:irerle -t roars -at apply to existing buidegs err olterabens. 4.13.2 Revolving C.c.. and Turnstiles Revoirre, soars or tur ^sties she' 'la: Pe the only means of possoge et an accessible entree : = ! along on :Kees' o e 'o•.te A' : :cessbre gate err door sea be provided odocent to the turn ti5e of revolving doe cm 'Noe foceitote the some use pottery 4.' 3 3 Gates Gates ^ctuaing ticket gates s!0e comply wee ail oppicob w ;sertions of this sec. bon 4 ' 3 4 2 bie Doorways N doorwc rave t•c ndependent!y operates a00r leaves, then at least one feat snoi' cnrnpry • tr this section. That iect shop be an ochre leaf. 4.' 3 5 4 3.3 4.1 5(3)(d)( :; :.ear Width Doore s":ii provide a crier opener; of 32" minimum. with the door *en 90" Clear openings sha'I be measured between the rode of the door one stop. ()pen "ns more that 24' in dept'' short provide C clear opening o' 36" minimum. Except:': Doors not requiring full user passage. such as shallow closets, shot have a clear °per eg of 20" minimum. AReraeons /Exsting Condit ons. Wne.e it s • echnicalty 'nfeeseble to comp) with :tear opening requirements, a maximum projection 5/8" shot be permitted 'or the etch side stop ;reducing the required ciec• opening to 31 -3/8" minimum). 4.'7.6 Maneuvering aeorances T he '°llaw.ng maneuvering clearances. in addition to doorway width, are required at swinging doors that are not automatic or power - assisted ',ai, dimensions are minimum): 1. Front approach to pull side: 18" beyond latch side of door. 60' perpendicular to doorway. 2. Front approach to push side. f door has a closer and a latch: 12" beyond iat:n side of door, 48" perpendicular to doorway 3. F'ont approach to push side, without closer and latch: some width as doorway, 48" perpendicular to doorwa. 4. Hince side approach to pull side: 36 beyond latch side of door. 60' perpendicular to doorway; or 42" beyond latch side of door, 54" pe eendicular to doorway 5. Hinge side approach to push side, if door has a closer one a latch: 54" porcllel to doorway (from :etch side, extending beyond hinge side), 48" perpendicular to doorway. 6 lime side approach to pus" side, without closer and latch: 54" parallel to doorway (from latch side, extending beyond hinge side), 42" perpendicular to doorway. 7 Lct_n side approach to pull side, without closer: 24" beyond latch side of door, 54" perpendicular to doorway. 8. Latch side approach to pull side, without closer 24" beyond latch side of acor, 48" perpendicular to doorway. 9. Latch side approach to push side, if door has closer: 24" beyond latch side of door, 48" perpendicular to doorway. 10. Lots.. side approach to push side, without closer: 24" beyond latch side of door, 42" perpendicular to doorway. The following maneuvering clearances, in addition to doorway width, are required at sliding and folding doors that are not automatic or power - assisted all dimensions are minimum 1. Fron• approach: same width os doorway, 48" perpendicular tc doorway. 2. Su do side opprach: 54" parallel to doorway (from latch side, extending beyond slide side), 42" perpendicular to doorway. 3. Latch side approach: 24" beyond latch side of door, 42" perpendicular to doorway. The floor or ground area within the required clearances shall be level and clear. Excepticr: Entry doors to acute core hospital bedrooms or n- patients are exempt from the eaten sine extensions if the door is at least 44" wee 4. Twc Doors n Series The minimum space between two hinged or pivoted doors it series shall be 48" plus the width of any door swinging Into the space. Doers in series shall swing either in the same directior or away from the space between the doors. 4.13.8 4. 6(3)(d)(ii) Thresholds at Doorways Maximum threshold height: 1/2" (3/ at exterior sliding doom). Raised thresholds and floor level changes shall be beveled with a siope no greater than '1:2. Alternations /Existing Conditions. If existing thresholds are 3/4" high maximum, and have (or are modified to have) a beveled edge on each side, they may remain. 4 13 8 Door Hardware Handles pulls, latches, locks, and other operating devices shall have a shape that is easy to grasp with one hand and does not require tight grasping, tight pinching, or twisting of the wrist to operate. Lever - operated mechanisms, oush -type mechanisms, and U- shaped handles are acceptable designs. When sliding doors are fully open. operating hardware shall be exposed and usable from both sides. Hardware requireo for passage shall be mounted no higher than 48" above finished floor. 4.13.10 Door Closers If e door hos a closer, then the swevn period n' tee cioser snail be adjusted so that from an open position of 70 the door Will take at least 3 second to move to a point 3" from the latch measured to the leading edge of the door. 4.13.11 Door ()peeing Force The maximum force for pushing or pulling open a door shall be as follows 1. Fire doors shall have the minimum opening force allowable by the appropriate administrative cuthority. 2. Other doors a. Exterior hinged doom: (No requirement at this time) b. Interior hinged doors: 5 lbf c. Sliding or folding doors: 5 lbf These forces do not apply to the force required to retract latch bolts or disengage other devices that may hold the door in a closed position. 4.13.12 Automatic Doors and Power- Assisted Doors If on automatic door is used. then it shall Comply with ANSI /BHMA A156.10 -1985 Slowly openirg, low- powered. automatic doors shall comply with ANS! A156.19 -1984. Such doors shall not open to bock check taster than 3 second and shall require no more than 15 lbf to stop door movement. If a power - assisted door is used, its door opening force shall comply with forces listed above (see 'Door Opening Force') and its closing force shall comply with ANSI A156.19-1984. ACCESSIBILITY GUIDELINES (ADA) ELEMENT 147 STORAGC 4 ' : '. , o P' f x!': err Ouir -r s. ow 'bear en SvC es cobwets. sleeves, gets, and brewers are I: 'a ie»: r" womb* spti.tee, et lees' one Me l 'het pastor Storage space compering •,.. t"us secear 4.' 3('2!(tt' Wee vpicobee S'►eNes x bspioy ;,rfi!s aaow. ^r; self - service of :Women in rneeca" tie occewe s &hat be xatea >" occessoie route 4. s e; I".re 'eee eC fiatarr` Prese". Dim and ',retie x or- otjon, documsrts, eta should be vrated r+e'e they' co ^ be seer 5► a semlec person Exhibits one seer,a•.e clopioye'a ereseentoy (e.g.. ape doors) snout, :e 'sic ei treat 44" above toe 'cc+ 4.25 2 Oeor Frooe Some A cseor floor spode at least 30" Cy 4F' tnot allows either a tenter: or pos=t' cpptaocn by is persor using a weeeeteeir stae ti provides at accessible storage ra t "yes 4.25.3 e*ght 'ttrre'e a forward react is requires, occessibie storage spaces shol be 48" rraxrrurr end . t . •n,nirrv.r above the floor 4 the farwere read, , s eve or obstruction (wit- ..nee space Nora to or g'eote- '.horn reoc^ distance` 20 -25" deep, the r"iaxrne n ne.get shah be 44 ", f the eestruct en 4 less afar: 20�, maximum height 'sees be 48' Where a side riper s provided. eecess ere storage spaces sham be 54" max um arc 9" minimum above the floor Maximum neirt sec?' be 46' for sae reach :ver an obst- ,.ct;on 34" maximum high and 24 ",axrrtu'r deep. Clothes rods or shelves shat be a maximum 54" above floor w'"ere a side reoc iS regu.ree Where the c:star :e from the wheekhoir to the clothes rod or shelf exceeds 10" (as at closets we- ^accessible doors) the following criteria shall be met: She'ves maximum 'each: 21"; heigi t 48' 'maximum. 9' minimum. Ctotees rods maximum react; ieight 48" maximum. 4.2" 4 Hardware Hardware for accessible storage facilities snail be operable with one tar: and shall net require tight grasping, pinching, or twist ^y of the wrist. The force required tc activate nerd* Ire shall be no greater than 5 lb. ELEMENT 15: ALARMS 4.':.3(14; if emergency wcrrmg systems re provided. then they shell include both audible one visible ela'rrms complying with this sect an. 4.28. Where required When required, visual alarms shall be provided in each of the following areas, as o minimum: restrooms and any other general usage areas (e.g., meeting rooms). nollwaes, lobbies, and any other area for common use. 4.28 2 Audible Alarms If provided, audible alarms shall produce c sound that exceeds the p'eeeiling equivalert sound levei in the room or space by at least 15 dba or exceeds any maximum sound level With c duration of 50 second oy 5 dba, whichever is louder. Sound levels for alarm signals shall not exceec ' 20 dba. 4.28.3 Visual Alarms Visual alarm signal appliances shall be integrated into the building or facility alarm '.stem. If single station audible alarms are provided then single station visual alarm signals shall be provided. 'sum alarm appliances shall have the following features: 1. The Tamp shell oe a xenon strobe type or equivalent. 2. The color shall De ciecr or nominal white (i.e., unfiltered or clear filtered white light). 3. The maximum pulse duration shall be two- tenths of one second with o maximum duty cycle of 40%. (The pulse duration is defined as the time interval between initial and find points of 10% of maximum signal 4. The intensity shall be a minimum of 75 candela. 5. The flash rate shall be a minimum of 1 Hz and a maximum of 3 Hz. 6. The oppliance shall be placed 80" above the highest floor level within the space or 6" below toe ceiling, whichever is lower. 7. In general no place in any room or space shall be more than 50' from the signal (measured in a horizontal plane). it Gorge rooms and spaces exceeding 100' across, without obstructions 6' above the finish floor, such as auditoriums, devices may be placed around the perimeter, spaced a maximum 100' apart, in lieu of suspending appliances from the 8. Nc ceiling. o place in common corridors or hallways shall be more than 50' from the signal. 4 28. Auxiliary Alarms Units ana sleeping accommodations snail nave o visual alarm connected to the building emergency alarm system or shall have a standard 110 -volt electrical receptacle into which such an alarm can be connected and a means by which a signal from the building emergency alarm can trigger such an auuitiary alarm. When visual signals are in place, the signal shall be visible in err' areas of the unit or room. Instructions for use of the auxiliary alarm or receptacle shall be , rovided. ELEMENT 16: SIGNAGE 4.1.3(16)(a) -Where applicable -Signs which designate permanent rooms and spaces shall comply with the requirements listed below for. Raised and Brailled Characters and Pictograms Finish and Contrast Mounting Location and Height 4. 2(' 4.1.3(16)(b) 4.1.2(7) 4.1.3(16)(e) Where applicable Signs which provide direction to, or information about, functional spaces of the building shall comply with the requirements listed below for: Character Proportion Character Height Finish and Contrast Exception: Building directories, menus, and all other signs which are temporary are not required to comply. 4.1.2(7) Where applicable Elements and spaces of accessible facilities which shall be identified by the International Symbol of Accessibility are: a. Parking spaces designated as reserved for persons with disabilities; b. Accessible passenger loading zones; c. Accessible entrances when not all are accessible (inaccessible entrances shall have directional signage to indicate route to nearest accessible entrance); d. Accessible toilet and bathing facilities when not all are accessible. 4.30.2 Character Proportion Letters and numbers on signs shall have a width -to- height ratio between 3:5 and 1:1, and a stroke - width -to- height ratio between 1:5 and 1:10. 4.30.3 Character Height Characters and numbers on signs shall be sized according to the viewing distance from which they are to be read. For signs higher than 80" above the finish floor, character size shall be 3" minimum. Lower case letters are permitted. 4.30.4 Raised and Broiled Characters Letters and numerals shall be raised 1/32 ", upper case, sans serif or simple serif type and shall be accompanied by grade 2 Braille. Raised character height: 5/8" minimum, 2" high maximum. Pictograms shall be accompanied by the equivalent verbal description placed directly below the pictogram. The border dimensions of the pictogram shall be 6" minimum. 4.30.5 Finish and Contrast The characters and background of signs shall be eggshell, matte. or other non -glare finish. Characters and symbols shall contrast wi their background (either light characters on a dark background or dark characters on a light background). 4 30 6 Mounting Location and Height Where permanent identification is provided for rooms and spaces,signs shall be installed on the wall adjacent to the latch side of the door. Where there is no wall space to the latch side of the door, including at double - leaf doors, signs shall be placed on the nearest adjacent wall. Mounting height shell be 60" above the finish floor to the centerline of the sign. Mounting location for such signage shall be so that a persor may approach within '" of signoge without encountering protruding objects or standing within the swing of a door. 4 30.7 Symbols of Accessibility 1. Facilities and elements required to be identified as accessible shall use the International Symbol of Accessibility. 2. Volume Control Telephones, when required, shall be identified by a sign containing a depiction of a telephone handset with radiating sound waves. 3. Text Telephones, when required, shall be identified by the International TDD Symbol. In addition, if a facility has a public text telephone, directional signoge indicating the location of the nearest text telephone shall be placed adjacent to all banks of telephones which do not contain a text telephone. Such directional signoge shall include the international TOD symbol. If a facility has no banks of telephones, the directional signage shall be provided of the entrance (e.g. in a building directory). 4. Assistive Listening Systems. In assembly areas where permanently installed assistive listening systems are required, the availability of such systems shall be identified with signoge that includes the International Symbol of Access for Hearing Loss. EX, 7 AND T -('•� AN'" -✓ D.... � A REtQUIRED EXIT DOORS A. SHALL BE OPERABLE FROM iNSiDE W'THO'JT U E DF A KEY OR AWY SPECIAL KNOWLEDGE OR EFFORT ?THIS NEED Nt,;" APPLY TO EXTERIOR DOOR iN ;P:,jo 8 OCCUPANCY Wt' A'v AD ANGN S" "m4E OOOP TO REMeAN ,INL:iCK DUR.h G BUSIN ESS r 4OURSSI " TA AND iNG W'T1, A LOCY•NG DEVICE READILY DISTINGUISHABLE AS LOC B. ALL D OORS Sr +ALL SWING IN THE CIREC' SERVI MOPE -•'iAh 5Q OCCUPAh`TS PER ICN COO€ OF EXIT TRAVEL WHEN C. PANIC HARDWARE SHALL BE PROVIDED ON EXIT DOORS SERVNG ROOMS. COORIDORS OR STAIRWAYS HANDLING AN OCCUPANT LOAC OF 50 OP MORE PERSONS D. SHALL NCT BE ,ESS THAN 3' -C" WIDE X 5' -8" HIGH WITH NO SINGLE LEAF EXCEEDING 4 '- )" IN WIDTH. 2 ILLUMINATED SIGNS SHALL BE PROVIDED WHERE REQUIRED BY AND ' +N ACCORDANCE WITH ALL APLUCABLE CODES. 3. ALL REQUIRES EXITS SHALL HAVE EXIT SIGNS AND ALL Be;ND CORRIDOR TURNS SHALL AVE DIRECTIONeee EXIT SIGNS WiT}• A Pe :oAL S NOT LESS THAN 3/4" WIDE AND 5" HIGH AS REQUIRE: 9' CODE 4 AISLES AND SEATING MAINTAIN A MINIMMUM 44" - 0 PUBLIC WAN. fi #12 GAGE WIRE MAX. 3" FROM FIXTURE. SPLAY WIRES 45' TO FIXTURE, MAX 60' TO RUNNERS. SECURE WITH 16D RIG SHANK MAIL MIN./ 3 TURNS OF WIRE MIN. 2 #12 GAGE WIRES AT OPPOSITE CORNERS, 3 TURNS MIN RECESSED LIGHT FIXTURE LIGHT FIXTURE SUPPORT SCALE: 1/2" = 1' -0" FIRE 1. A EX.T DOORS S'5Ao_ BE .?PERA&E FR As THE ''NSsDE TrE _SE OF A KE' DR 4hr SPEC•A_ KNC*LECSE C EFFORT. DE :;e^LTS, SING BOLT t o SHALL N0 .t JSEC 2 EX!' SIGNS MIST BE iNTERNALer ILLL MtNATEC 3. PP: /DE. TWO SEFEP.nTE FORMS OF POWER TO AL_ EXt' SIGNS AS RE .OIPED BY CODE 4. PLANS FOR AL: r1XEC FIRE PROTECTION _G..epMENT S-,AL_ BE Su9MiT'ED AS �E UmED F APPROVAL PRIOR - O IN ALJ, crow. 5. Ti■E NeeeeepT CiN OF AUTOMATIC �iRE SPR NKLER SSTEME SHA: COMP W " A LL GOVERNING CC 6. INTER OR N1S HES SHALT_ COMP_! WTF- A L GOVERN NG CODES 7. CGNC A'_ C " EC ^N G S RA. AS T'v= REC MA C Bw SHA,CODE _ BE MA VTA.NED IN A FLAME RE'ARDEN - . 8. ALL aERMiTS REOU REC B' LOCAL GOVERt NG PONY SHAL_ BE ''BTAINED PRIOF T^ OCCUPYING THE SPACE 9. THE CONSTRUCTION, REMODEL. OR DEMOL'T•ON OF "-F :AC._.TY SHALL Ce7M -_r WITH ALL GOVERNING CODES. CEILING GRID SUPPORT SCALE: 3" = 1 ' -0" vERIFY 5/8" GYP. BD. _ ON 3 5/8" 18 GA MTL. STUDS 4 16" O C. BASE AS SCHEDULED TYPE A f . L r / ;( / /// / /// 3 5/8" STUD WALL TO DECK W/ 5/8" GYP. BD. EA. SIDE (1 HOUR RATED) OEWNG CPO R.,•.ERs WALL SECTION SCALE: 1/2" = 1' -0" CGMPRESS1ON STRI? CUF "C n.MN RUNNE" MC NARD AGMNEST ROOF/ DECK vBCvE 14112 :AGO wRES • 45 N £4C" DIr£C710N EXISTING CEILING rbo3 -010 RECEIVED CITY re TUKWILA JAN 1 3 2003 PERMIT CENTER l 0 w z 9 FA'JEC? NO 950.6902.00 'PAWN B)i: tv1CH Dart 9 JAN. 2003 PERMIT A4 :'r 4 SHEETS CODE NOTES / ADA NOTES 0 OFFICE I 207 SCALE: 1/4" = 1'-0" AREA "E" CONSTRUCTION PLAN AREA "C" CONSTRUCTION PLAN SCALE: 1/4" = 1'-0" AREA "D" CONSTRUCTION PLAN SCALE: 1/4" = 1' -0" CONSTRUCTION NOTES LEGEND EXISTING WALLS TO REMAIN NEW PARTITIONS; ALL WALLS ARE TYPE "A" U.N.O. REFER TO SHEET A4/01 FOR TYPES 1. CONSTR„CT NEW *ArLS AS INDICATED_ REFER 'O RAP 1 10N DUAL. FOR CONSTPUCTION. 2. GENERAL CONTRACTOR T3 IER6FY ALL DIMENSIONS. STRUCT :JPAL COLUMN AND BEAM LOCATIONS ANC •S TO NC APC+•+ITECT OF AN` DISCREPANCIES_ PROCEEDING WITH» *ORtA ,ONST'TUTE ACCEPTANCE OF _ON"RACTOR THAT CONCT.: APE CORRECT AND THAT CONTRACTOR SHALL ASSUME FULL RESR3NS:B,UTY. 3. GENERAL CONTRACTOR TO PR TIDE BRACING, ANCHOP'NG AND /OP BLOCKING IN PARTITIONS AND ASSEMBLIES AS REQUIRED TO 'NSURE STABIL;T' OF ALL PARTITIONS AND MiLLINOP INS PROVIDE ANC INSTALL MATERIALS TREATED FOR F`PE RETARDANC" AS REQUIRED BY CODE_ METAL CORNER BEADS TO BE APPLIED AT ALL OUTS DE CORNERS. 4 ALL NEW PARTITIONS SHALL BE PAINTED 5. PROVIDE NEW CARPET OR VCT FLOORING & BASE AT ALL AREAS AFFECTED BY NEW CONSTRUCTION 6. ALL NEW CONSTRUCTION SHALL BE 'N COMPLIANCE WI T■ ALL APPLICABLE BUILDING CODES FOR SEATTLE, WAS-- !NGTON 7. ALL MEP WOPK IS TO BE DESIGN /BUILD. 8. CONTINUE TO VERIFY LOCATION AND DIMENSION_ OF EXISTING FURNITUPE IN OFFICES TO BE REINSTALLED. 9. AT ALL WALLS WHERE FURNITURE IS TO BE REINSTALLED ADO METAL BRACING TO SUPPORT FURNITURE MOUNTING 10. ;INSTALL CORRUGATED ROLLED SHEET METAL BRACING 4 -0" WIDE AT "MOUNTING HEIGHT OF FURNITURE. IT SHALL BE INSTALLED THE _ENGT■ OF THE WALL. 11. INSTALL NEW PARTITIONS TO ALIGN WITH WINDOW MULLIONS. 12. ALL NEW PARTITIONS TO MATCH EXISTING BULDING STANDARD. DOOR REFERENCE KEY FILLED: OPEN: FILLED: OPEN. DOOR PROVIDE DOOR CLOSER. NO CLOSER REQUIRED. PROVIDE HINGES, LOCKSET, LEVER HANDLE AND PANIC HARDWARE TO MATCH BUILDING STANDARD. PROVIDE HINGES, LOCKSET AND LEVER HANDLE TO MATCH BUILDING STANDARD. TYPE A: SINGLE LEAF DOOR & FRAME TO MATCH EX :STING DOUBLE DOOR & FRAME TO MATCH EXISTING R`CLEOTED CEILING NOTES: 1. Ex'S "NS SJSRENDEG GR•C -N _EASE SPACE "O PEMA PE .,Ry. SP_ AS PF:. qr O '0 ACC OMCDATE NE A MA _ CON- ; .R A _, ')N AND GE _ACE =LL DAY OED OE;;.` S _ L ES AS REC..' RED . FOR E:DDING •,=rJME 20% Or EX.ST;N, TILE 'O BE REFLrCED. 2. ALL EX;ST1NG LIGH;NC• " _ REMA N RELOCATE 2L O STANDARD FLUn °`SCENT L'GHTS Al aEQ `REIJ TG AOCOMMCCATE YOD!F'ED SPACES 3. F'NA_ ='•XTuRE LOCATIONS YS T BE CC'LRD;NATEO W "H EX'STING IfVAC DUCTS, GRILLS & REGISTERS. AND SPP N LER HEADS. 4. CON "�AC'OR TO ND THP_- _ -_ CONTRAC TOR TO CORRECT KINKS, SCARS, POP RIVETS. ETC. AT CRACKS. CH IPS, STAINS CR CT IRRE _ _ - AP 'rE5 IN CE _ NO BE " S LEAN ALL G^ IC COMFONEN "S WHERE NEE :ED PRIOR TO F NAi ACCEPTANC 5 GENE :aL CONTRACTOR SHALL FURN,SH .AC'OP AND MATERIALS NECESSAR•' TO R�O'JDE FOP RELOCAT,ON AND !NS ALLAT!ON O= SPR.!NK_EP HEADS TC MAIN' N CCVERAGE I.ASE SPACE PEP 20DE RE . 0 ;DEMENTS. NC SPR' \• L ER HEADS SHAD BE LOCATED rlITH IN ONE c' COCT ?F PARTIT N AND \ SPRA KLEP ESCUTCHEON SHALL TOUCH THE CEI_INO GF:. GENERA_ CON' =ACTCrr SHALL SCREW —ON SPRINKLER HEAD ESCJTCHECNS MAT_ BUILDING STANDARD NEARS AND CO..ERS. C.:ATPACTOP 'C '\OPEC' EACI- EX'ST.NG SPP'NK_ER rEAD WITH _OVER REMCVE: 7OR DAMAO. REPL.OE .LL DAMAGED HEADS W! AP ='POVEC P; PLL : =MEN'. 6. ALL ALARM SYSTEMS ANC NC :ATORS SMOKS DETECTION SYSTEMS, VISLA._ AND ALDIB:_E STROBES. ETC ARE TO BE RROV'DEC AS PE •^ BY 0 jPPENT BUILDING CODES AND ADA STANDAP:'S THRD_ OHOUT THE SPACE. 7. B,' LL NG STANDARD EXITS SIGNS TC BE PROVIDED AS E.EQjIRED B" FIRE '2ARSHALL. ELECTRICAL- LEGEND D TE_E " ,;NE OUTLET DATA JUTLET 4 OJA: ^ PLEX DUF_ =X CONVENIENCE 'GI.)TLET DES ='vaTED _ FLEX CR QUADRA->LEX FOP :.OMPUTER "CULL TO BE DENTIFIED BY DIFFEPENT DEV :OE COLC SWIT - 44" AFF. MATCH EXISTING ELEC. LAYOUT -" TYP. OFFICE SCALE: 1/4" = 1' -O" RECEIVED CITY OF TUKW IL JAN 1 3 2003 PERMIT CENTER 1)0 0 I- L rn 'ROJECT NC. 950.6901.00 RAWN BY: MCH DATE. 9 JAN. 2003 FOR: PERMIT SHEE A3 :'F 4 SHEETS CONSTRUCTION Pam AREA 'B" CONSTRUCTION PLAN SCALE: 1/4" = 1' -0" • • LEARNING CENTER 102 SCALE: 1/4" = 1' -0" SCALE: 1 /4" = V-0" AREA "A" CONSTRUCTION PLAN ELEC. LAYOUT - TYP. OFFICE LEARNING CENTER 101 CONSTRUCTION NOTES t . C NSTRUCT NEW WALLS AS INDICATED. REFER TO PAR' " ON DETAIL FOR CONSTRECTION 2. GENERAL CONTRACTOR TC '!ERIE+ ALL DIMENSIONS. STN.,CTJRAL COLUMN AND BEAW LOCAT:ONS ANA !S TO INCT E. ARCrITECT C AN' DISCREPANCIES PROCEEDING *,TH * Rk S■ALL CONST T TE ACCEP OF CONTRACTOR r HA' 2OND! ARE CORRECT AND T-iAT CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY. 3. GENERAL CONTRACTOR TO PROV DE BRACING, ANCHOR AND/OR BLOCKING .N PARTITIONS AND ASSEMBLIES AS REG:: RE: TO INS,;PE STABILE"' OF ALL PARTITIONS AND MILLWORK INSTALL/A ' DNS. 2RC'VIC► AND INSTAL MATERIALS TREATED cCR ctPE RETAPDAN :• AS REQUIRED BY CODE. METAL CORNER BEADS TC BE APPLED AT A__ OUTSIDE CORNERS. 4 ALL NEW PARTITIONS SHALL BE a AI N T ED 5 PROVIDE NEW CARPET OR ✓CT FLOORING & BASE AT AL_ AREAS AFFECTED BY NEW CONSTRUCTION. 6. ALL NEW CONSTRUCTION SHALL BE W COMPL;ANCE WITH ALL APPLICABLE BUILDING CODES FOR SEATTLE, WASHINGTON 7. ALL MEP WORK IS TO BE DESIGN /BL ;!LD. 8. CONTINUE TO VERIFY LOCATION ANC DIMENSIONS OF EXSTING FURNTURE IN OFFICES TO BE RENSTALLED. 9. AT ALL WALLS NHERE FURNITURE S TO BE REINSTALLED ADD MEAL BC NC TO SUPPORT FURNITURE MOONING. 10. INSTALL CORRUGATED POLLED SHEET METAL BRACING 4' - C" WIDE AT ',l OUNTiNG I�E!GHT OF PURNITUPE. 'T SHALL BE INSTALLED THE LENGTH OF THE WALL. 1 1 . INSTALL NEW PARTITIONS TO ALIGN WITH WINDOW MULL C'NS. 12. ALL NEW PARTITIONS TO MATCH EXISTIN( BOLDING STANDARD. LEGEND EXISTING WALLS TO REMAIN NEW PARTITIONS; ALL WALLS ARE TYPE "A" U.N.O REFER TO SHEET A4/01 FOR TYPES DOOR REFERENCE KEY I — FILLED: PROVIDE DOOR CLOSER. OPEN: NO CLOSER REOU'RED. FILLED: PROVIDE HINGES, LOCKSET, LEVER HANDLE AND PANIC HARDWARE TC MATCH BUILDING STANDARD. PROVIDE HINGES, LOCKSET AND LEVER HANDLE TO MATCH BU _DING STANDARD. DOOR TYPE A: SINGLE LEAF DOOR & FRAME TO ',LATCH EXISTING OPEN: REFLECTED CEILING NOTES: .1. EXISTING SUSPENDED CEILING GRID IN LEASE SPACE TO REMAIN RE —WORK GRID AS REQUIRED TO ACCOMODATE NEW WAS_ CONFIGURATION AND REPLACE ALL DAMGED CEILING TILES AS REQUIRED. FOR BIDDING, ASSUME 20% OF EXISTING TILE TO BE REPLACED. 2. ALL EXISTING LIGHTING TO REMAIN. RELOCATE BUILDING STANDAFD FLUORESCENT LIGHTS AS REQUIRED TO ACCOMMODATE MOD. -IEC SPACES 3. FINAL FIXTURE LOCATIONS MUST BE COORDINATED WITH EXISTING HVAC DUCTS, GRILLS & REGISTERS, AND SPRINKLER HEADS. 4 CONTRACTOR TO REPAIR BENDS, KINKS, SCARS, POP RIVETS, ETC AT .;RID THROUHOUT. CONTRACTOR TO CORRECT CRACKS, CHIPS, STAINS OR OTHER IRREGULARITIES IN CEILING TILES. CLEAN ALL GRID COME ?VENTS WHERE NEEDED PRIOR TO FINAL ACCEPTANCE. 5. GENERAL CONTRACTOR SHALL FURNISH LABOR AND MATER.ALS NECESSARY TO PROVIDE FOR RELOCATION AND INSTALLATION OF SPR ;X LER HEADS TO MAINTAIN COVERAGE OF LEASE SPACE PER CODE REQUIREMENTS. NO SPRINKLER HEADS SHALL BE LOCATED WITHIN ONE FOOT OF A PARTITiON AND NO SPRINKLER ESCUTCHEON SHALL TOUCH THE CEILING GRID. GENERAL CONTRACTOR SHALL INSTALL SCREW -ON SPRINKLER HEAD ESCUTCHECNS. MATCH BUILDING STANDARD HEADS AND COVERS. CONTRACTOR TO INSECT EACH EXISTING SPRINKLER HEAD WITH COVER REMOVED FOR DAMAGE. REPLACE ALL DAMAGED HEADS WITH APPROVED REPLACEMENT. 6. ALL ALARM SYSTEMS AND INDICATORS, SMOKE DETECTION SYSTEMS , VISUAL AND AUDIBLE STROBES. ETC ARE TO BE PROS CED AS RECD BY CURRENT BUILDING CODES AND ADA STANDARDS THROUGHOUT THE SPACE. 7. BUILDING STANDARD EXITS SIGNS TO BE PROVIDED AS REQUIRED BY FIRE MARSHALL. ELECTRICAL LEGEND D TELEPHONE OUTLET ► DATA OUTLET 4 IDUADRUPLEX DUPLEX CONVENIENCE OUTLET 'e DESIGNATED DUPLEX OR QUADRAPLEX OUTLET FOR COMPUTER (OUTLET TO BE IDENTIFIED BY DIFFERENT DEVICE COLOR) SWITCH 44" AFF. MATCH EXISTING cri 1 J!‘ N i b 2003 tr: + L,. RECEIVED CITY OF TUKWILA JAN 1 3 2003 PERMIT CENTER Db3 - oiO 0 w I- REVISIONS PROJECT NO. 950.6901.00 PAWN BY: MCH DATE 9 JAN. 2003 - -'JE'' CORD PERMIT SH A2 4 SHEETS CONSTRUCTION PLAN ti i THE GENERAL NOTES: 4 . OCUMENT COEMPANY XEROX 1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND ORDINANCES. 2. THE GENERAL CONTRACTOR WARRANTS WITH HIS BID THAT HE HAS VISITED THE SITE AND ACCEPTS ALL EXISTING CONDITIONS UNLESS CONCEALED 3. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS, LOCA AND CHARACTERISTICS OF ALL WORK AND EQUIPMENT, AND COORDINATE WITH THE MANUFACTURER OR SUPPLIER PRIOR TC THE START OF RELATED WORK. IF CONFLICT OCCURS, CONTACT THE ARCHITECT. THERE SHALL BE NO CHANGES WITHOUT WRITTEN APPROVAL OF THE ARCHITECT. 5. ANY VARIATIONS FROM INDICATED DIMENSIONS OR CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT THE WORK. ;N THE AREA IN QUESTION SHALL NOT PROCEED UNTIL APPROVED BBr THE ARCHITECT. 6. MANUFACTURERS' NAMES, TRADEMARKS, LOGOS, ETC., SHALL NOT BE VISIBLE TO THE PUBLIC. 7. THE CONTRACTOR SHALL COMPL' WITH ALL BUILDING REGULATIONS SUCH REGULATIONS ARE HEREBY MADE A PART OF THESE CONTRACT DOCUMENTS AND E REFERENCE ARE INCORPORATED HEREIN AS FULLY AS IF REPEATED AT LENGTH. 8 AN ' CONSTRUCTION THAT MAY PRODUCE EXCESS DIRT AND / DR NOISE FROM POWER EQUIPMENT SHALL BE PERFORMED Ar TER BUSINESS HOUR AND PLANNED FOR IN THE CONTRACTOR'S PRICE. 9. WHERE EXISTING SURFACES ARE CUT OR DAMAGED, PATCH AND FINISH TO MAKE PATCHING AS INCONSPICUOUS AS POSSIBLE. A. FOR CONTINUOUS SURFACES: REFINISH TO THE NEARES T OFFSET, INTERSECTION, OR OTHER EXISTING POINT AT WHICH WORK CAN BE NEATLY TERMINATED B. FOR ASSEMBLIES: REFINISH ENTIRELY. C. WHERE NEW WORK ABUTS OR FINISHES FLUSH WITH EXISTING WORK, MAk.E TRANSITION SMOOTH. D. IF SMOOTH TRANSITION OF NEW WORK TO EXISTING FINISHED SURFACE IS NOT POSSIBLE, TERMINATE EXISTING SURFACE ALONG LEVELING COMPOUND LOMPATIBLE WITH SCHEDULED FINISH MATERIAL TO ACHIEVE FINAL LEVELING. E. PROVIDE APPROPRIATE SUPPORT OF SUBSTRATE FOP PATCHING OF FINISHED SURFACES. F. WHERE REMOVAL OF EXIST NG CONSTRUCTION EXPOSES ITEMS WHICH WERE PREVIOUSLY' CONCEALED, REWORK SUCH ITEMS TO BE CONCEALED IN FINISHED CONSTRUCTION. ARCHITECT G. DO NOT CUT OR REMOVE EXISTING STRUCTURA'. MEMBERS OR FINISHED SURFACES, OTHER THAN TO THE EXTENT CONTAINED IN THE CONTRACT DOCUMENTS, WITHOUT WRITTEN PERMISSION OF AR; HiTECT. H. ANY QUESTIONS CONCERNING OWNERSHIP OF SALVAGEABLE MATERIAL SHALL BE BE ANSWERED BY THE OWNER. 10. ALL WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED. PROVIDE WOOD BLOCKING IN ALL STUD WALLS OF MILLWORK AND SPECIAL ITEM ANCHORING POINTS. WOOD BLOCKING SHALL BE MOISTURE TREATED IF LOCATED IN DAMP LOCATIONS OR ADJACENT TO CONCRETE OR MASONRY CONSTRUCTION. IT IS THE INTENT OF THE DRAWINGS THAT ALL EXPOSED SURFACES RECEIVE FINISHES AS INDICATED ON THE DRAWINGS OR IN THE SPECIFICATIONS UNLESS SPECIFICALLY NOTED OTHERWISE. ANY SURFACES WHICH DO NOT HAVE A SPECIFIC FINISH NOTED. NOR ARE NOTED TO REMAIN JNr''NISHtL, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND FINISHED PER THE ARCHITECT'S INSTRUCTIONS. 9696 Skillman, Suite 255 Dallas, Tx 75243 (214) 349 -3032 (214) 349 -3035 FAX CONTACT: CLIFF BOURLAND INDEX OF SHEETS 12. CONTRACTOR TO COORDINATE WITH BUILDING MANAGEMENT FOR RULES AND REGULATIONS REGARDING CONDUCT OF CONSTRUCTION PERSONNEL AS WELL AS PROCEDURES AND SCHEDULING OF CONSTRUCTION ACTIVITIES. AS WELL AS TO ASSURE THAT ADEQUATE STANDARDS OF CLEANING PROCESSES ARE MAINTAINED. PROTECTION OF EXISTING FINISHES THROUGHOUT THE BUILDING IS REQUIRED AT ALL TIMES. ANY DAMAGE INCURRED TO WALLS, FLOORING, ETC. MUST BE FULLY REPAIRED. 13. GENERAL CONTRACTOR AND SUBCONTRACTORS TO FIELD VERIFY ALL EXISTING SIZES, LOCATION AND CHARACTERISTICS OF EXISTING EQUIPMENT BEFORE CONSTRUCTION AND TO FULLY COORDINATE TO DESIGN DOCUMENTS TO CORRECT ANY FIELD CONDITIONS OR CONFLICTS AS REQUIRED. PROPER MAINTENANCE ANC SERVICE ACCESS TO ALL ABOVE — CEILING EQUIPMENT IS TO BE MAINTAINED, AND GENERAL CONTRACTOR AND SUBCONTRACTORS ARE RESPONSIBLE FOR CONFIRMING ALL ROUTING OF PLUMBING, DUCTWORK. AND OTHER SERVICES. AS APPLICABLE. ANY ABANDONED ELECTRICAL AND /OR VOICE /DATA CABLING TO BE REMOVED. 14. GENERAL CONTRACTOR TO PROVIDE FOR COMPLETE AIR BALANCE OF LEASE PREMISES, AS WELL AS ANY OTHER OVERLAPPING ZONES, UPON COM "LETION OF PROJECT. NOTE THAT NO NEW OR EXISTING PERIMETER SLOTS OR DIFFUSERS CAN SPAN A PARTITION; RELOCATE ALL SLOTS TO INSIDE OF INDIVIDUAL ROOMS. TUKWILA CBU 6400 SOUTHCENTER BLVD. SEATTLE, WA. 98188 Arch Iteriors Al COVER SHEET / GENERAL NOTES A2 1ST FLOOR - CONSTRUCTION PLAN / TYP ELEC. PLAN/ RCP NOTES A3 2ND FLOOR - CONSTRUCTION PLAN / TYP ELEC. PLAN/ RCP NOTES A4 DETAILS / CODE + ACCESSIBILITY NOTES 15. ITEMS NOT NOTED ABOVE OR CLEARLY INDICATED IN CONSTRUCTION DRAWINGS TO BE SUBMITTED TO ARCHITECT OFFICE FOR CLARIFICATION. NO SUBSTITUTIONS TO BE MADE FOR ANY SPECIFIED PRODUCT TO BE MADE V.ITHOUT EXPRESS APPROVAL BY ARCHITECT. 16. ALL SUBCONTRACTORS TO CLEAN ALL AREAS DURING AND AFTER CONSTRUCTION AND TO MAKE READY FOR OTHER TRADES TO FOLLOW AT FINAL PHASE, CONSTRUCTION AREAS TO BE FULLY CLEANED FOR OCCUPANCY, INCLUDING DOORS, FRAMES. WALLS, CEILINGS, LIGHT FIXTURES, MILLWORK, WINDOWS, WINDOW TREATMENTS, HVAC DISTRIBUTION, GRILLES, MULLIONS, SILLS, ETC. 17. DISPOSAL OF DEBRIS: A. REMOVE AND DISPOSE CF WASTE MATERIALS OFF SITE B. STORE ITEMS DESIGNATED TO REMAIN PROPERTY OF TENANT AND OWNER IN BUILDING WHERE DIRECTED. 18. ALL CARPET TYPE TRANSITIONS SHALL OCCUR AT CENTERLINE OF DOORS. ALL CARPET TO VINYL TRANSITIONS SHALL OCCUR AT CENTERLINE OF DOORS WITH RUBBER TRANSITION STRIP TO MATCH RUBBER BASE. 19. SMOKING ON THE JOB SITE IS NOT PERMITTED. 20. GENERAL CONTRACTOR TO PROVIDE RECORD DRAWINGS WITHIN 15 DAYS AFTER CONSTRUCTION COMPLETION. CODE INFORMATION BUILDING AREA OF TENANT IMPROVEMENT FULLY SPRINKLERED BUILDING CODE TENANT , MPROV'EMENTS OCCUPANCY 6 CONSTRUCTION MATERIAL NON —COMBUSTIBLE PROJECT DESCRIPTION APPROX. 17,255 SF 1ST FLOOR APPROX. 17,127 SF 2ND FLOOR YES 1997 U.B.C. TENANT IMPROVEMENTS TO INCLUDE METAL STUDS W/ 5/8" TYPE "X" GYP BD., ELECTRICAL, CEILING AND FIXTURES, MILLWORK AND FINISHES. FIL COPY I ierstand that the Plan Check approvals are s::btect to errors and omtss■ons and approval of plans does not authorize the violation of any adopted code or ordinance Reoe +pt of con- tractor's copy of approved p ;ans acknowledged. � Z. By / • , �= Pawl Na. u R =;LrgE v h ; LO '''`am SEPARATE PERMIT pr .MIRED FOR: . f N, ECHANICAL o/ I pe'- L.ECTRICAL 1 Ek - UMBING E`AS PIPING CITY OF TUKWILA BUILDING DIVISION c4 ? =A t�Vlj},r T O Featto r r.t• Tl ij G+ri�y 0 S 152nd St S 154th St S 1401 St Rive rto n Heights H �6^4�00 Su hce�n Seattle, WA. 98188 T- 51f Y 0 8 182nd St 59! ,Riverton 0 : .:{ SCALE: 1" = 30' -0" N— ` fJ Lfl fit; Faster a ft VICINITY MAP BUILDING KEY PLAN S126th S 132rd St Tukw S -} c �t1 181 cu a m > Orillia d 0201)2 Mcrosott Corp G 1 Q99 N:uTeah, GOT, Inc andfor Compu ear t 0 SW 7th S1 SOO 60 St S 2nd St 16? 0 - -0 __0 SECOND FLOOR c11 O ) o JAN 1 2003 FIRST FLOOR RECEIVED CITY OF TUKWILA JAN 1 3 2003 PERMIT CENTER Dpi - 010 REVISIONS. PROJECT NO 950.6901.00 - _ , AWN BY: MCH ^ArE 9 JAN. 2003 5' rofz. PER tT HEFT Al 'r 4 SHEETS COVER SHEET / 3 GENERAL NOTES