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HomeMy WebLinkAboutPermit D03-078 - MONEYTREE - TENANT IMPROVEMENTMONEY TREE 6720 FORT DENT WAY - STE 230 D03 -078 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2954900455 Address: 6720 FORT DENT WY TUKW Suite No: Tenant: Name: MONEYTREE Address: 6720 FORT DENT WY, SUITE #230, TUKWILA, WA Owner: Name: JOHN C RADOVICH LLC Address: 2000 124TH AVE NE #B 103, BELLEVUE WA Contact Person: Name: JENNIFER MUKAI Address: 355 110 AV NE, BELLEVUE, WA Contractor: Name: FOUSHEE AND ASSOCIATES Address: BOX 3767, BELLEVUE, WA Contractor License No: FOUSHAC1580D DEVELOPMENT PERMIT Permit Number: D03 -078 Issue Date: 03/27/2003 Permit Expires On: 09/23/2003 Phone: Phone: 425 641 -9200 Phone: 425 746 -1000 Expiration Date: 08/12/2003 DESCRIPTION OF WORK: TENANT IMPROVEMENT - REMODEL OF EXISTING RECEIPTION AREA; SERVER ROOM EXPANSION; KITCHEN SEATING EXPANSION AND 2 NEW OFFICES. Value of Construction: $42,000.00 Fees Collected: $933.37 Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997 Type of Construction: VN 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 Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N Water Meter: Channelization / Striping: ** Continued Next Page ** doc: Devperm D03 -078 Printed: 03 -27 -2003 Permit Center Authorized Signature: � tizCee . ' -,e--�. Date: 3 - 7-° :-- ' 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 not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Print Name: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ,Iii -_ c)) ,-7, `e /.3 Date: -0 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. D03 -078 Printed: 03 -27 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2954900455 Address: 6720 FORT DENT WY TUKW Suite No: Tenant: MONEYTREE PERMIT CONDITIONS Permit Number: D03 -078 Status: ISSUED Applied Date: 03/11/2003 Issue Date: 03/27/2003 1: * **BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: 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). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: 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. 7: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 8: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 9: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 10: 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). 11: 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. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 14: ** *FIRE EXTINGUISHERS * ** - UFC Article 10 and NFPA 10. 15: Maintain fire extinguisher coverage throughout. 16: 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) 17: 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 doc: Conditions D03 -078 Printed: 03 -27 -2003 vrn;*; rH�It +.fxPw % �r*x�s:,r•rr+.wwu� "vo City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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. 18: 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) 19: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 20: * ** EXITS * ** - UFC Article 12 21: 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) 22: Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1003.3.1.5) 23: 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) 24: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) 25: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 26: Gates and barriers shall be openable without the use of a key or any special knowledge or effort. Gates and barriers in an exit shall not be locked, chained, bolted, barred, latched or otherwise rendered unopenable at times when the building or area served by the exit is occupied. (UFC 1208.2) 27: 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) 28: * ** SPRINKLER SYSTEMS * ** - UFC ARTICLE 10 - NFPA 13 29: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 30: 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) 31: 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) 32: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 33: ** *ELECTRICAL * ** UFC Article 85 - NPFA 70 - NEC 34: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 35: * ** BUILDING CONSTRUCTION * ** - (UFC, UBC) doc: Conditions D03 -078 '1. nt W∎Ru7741,...W.r.l'd YA YA•a"+i5 °Sfx'lt ±t,"1'.?it.YYl:.RIK Printed: 03 -27 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 36: 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) 37: 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. 38: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 39: 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 construction or the performance of work. Signature: 9tp-, ‘14T /)c:c -,..� Date: ,i — J Print Name: Olf4 /c , m doc: Conditions D03 -078 Printed: 03 -27 -2003 Site Address: Tenant Name: Property Owners Name: c e, {fJa ) G Mailing Address: WOO 12-4 AYE AJ 21 O 3 Name: j U'l(1, ,4,-y lay )14:1 Mailing Address: 1(7 J A-- 13- E -Mail Address: Jell, h i -re r e j h (y -G6, to t'L Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: J R/ tiYl ['l, (��C Mailing Address: &5 I 0 4'1- nv = /0 6 PIKV E -Mail Address: n Y )✓1C{ 03 Contact Person: Contact Person: E -Mail Address: \applications\permit application (1.2003) 112003 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** (o 12. 0 ::=1)1/ l rrA- Svc- 5& err Page I King Co Assessor's Tax No.: Suite Number: 2 xxL City New Tenant: Floor: ❑ ... Yes Lu State No C r tall) Zip CONTACT PERSO Day Telephone: 40-3 (e 1` (• 1 z-e'u tit: tCe_ vbc (, ' rz)6 - City State, Zip I ts.. Fax Number: ' GENERAL,CONTRACTOR-INFORMATION lketcv Lc/ 11- City /, Day Telephone: 422 74 (v ) State Zip Ci 7 Fax Number: 44.--c ' 74 Contractor Registration Number: (C G I Expiration Date: b * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT: OF: RECORD All plans must be wet stamped by Architect of Record City Day Telephone: Fax Number: 1 4 State Zip (r4- I i 2-u) 4 . 1 -L • 5ze)b EN GINEER OF;RECORD - All Plans must be wet stamped by Engineer of Record Company Name: Mailing Address: State Zip City Day Telephone: Fax Number: Valuation of Project (contractor's bid price): $ 4"�i 00 c) Existing Building Valuation: $ Scope of Work (please provide detailed information): CO hill /VY- .(at -- 161 (Vnp/a1/1']t.P1ut1'° - LGhkt- nice- -( D. .2/ ed,2 Vl.Q.W 0 Cc Will there be new rack storage? ❑...Yes If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below 1 Floor 2n Floor 3t Floor :Floors thru • •Basement Accessory Structure* Attached Garage Detached; Garage Attached Carport. Detached Carport Deck Uncovered Deck Existing Interior Remodel Addition to Existing Structure New Type of Construction per UBC Type of Occupancy per. UBC PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑...Yes � ®,. No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: X .. Sprinklers ❑...Automatic Fire Alarm ❑...None Compact: Handicap: .. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes .No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 1 I paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water 2i. City of Tukwila Water District 0.. Water District # l25 0... Highline Water District ❑...City of Renton Water District Sewer City of Tukwila Sewer District 0.. Val Vue Sewer District ❑...City of Renton Sewer District 0...City of Seattle Sewer District 0 .. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) \applications \permit application (1.2003) 1/2003 Page 2 Scope of Work (please provide detailed information): Street Use: ❑ .. Street Use Land Altering and /or Hauling: ❑.. Land Altering: ❑...Cut Storm Drainage: 0.. Storm Drainage ❑...Flood Control Zone Sewer Information: ❑ .. City of Tukwila Sewer District ❑ .. Val Vue Sewer District ❑...City of Renton Sewer District ❑ .. City of Seattle Sewer District 0.. Sanitary Side Sewer 0.. Sewer Main Extension ❑ ..Private ❑ .. Public Water Information: ❑ .. City of Tukwila Water District ❑ .. Water District #I25 ❑... Highline Water District 0... City of Renton Water District ❑ .. Water Main Extension ❑ .. Private ❑ ... Public 0.. Water Meter/Exempt: Size(s): ❑ .. Deduct ❑... Water Only ❑ .. Water Meter Permanent #: Size(s): ❑ .. Water Meter Temporary #: Size(s): ❑ .. Est. Quantity: gallons ❑ .. Fire Loop/Hydrant (main to vault) #: Size(s): ❑ .. Landscaping Irrigation ❑ .. Miscellaneous: Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: ■applications \permit application (1 -2003) 1/2003 Water ... ❑ Sewer ... ❑...Channelization /Striping Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. yards ... Fill ❑...Curb cut/Access /Sidewalk Pa e3 City Sewage Treatment ❑ cubic yards ❑ .. Hauling Day Telephone: State Fire Line ....0 Zip Day Telephone: City State Zip Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas ....El Other: Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION NOTES Applicable to all permits: in `this applica • 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. 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. BUILDING OWNER R OR Signature: Print Nan Mailing Address: \applications \permit application (1-2003) 1/2003 I SIZED AGENT: \Jet/1 vti4 4 v Si I,, uvrA 1 I l o lU Date Application Accepted: ..'1/ - 63 Date Application Expires: Staff Initials: i Page 4 City Day Telephone: Fax Number: Day Telephone: City State Date: . " , 4 t l Zip 4 zs .64 ZC,o State Zip tT City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z RECEIPT 1 Z ix w Parcel No.: 2954900455 Permit Number: D03-078 6 = Address: 6720 FORT DENT WY TUKW Status: PENDING 0 co a 0 Suite No: Applied Date: 03/11/2003 co w Applicant: MONEYTREE Issue Date: -J F CO u_ w0 2 Receipt No.: R03 -00296 Payment Amount: 365.92 g Initials: SKS Payment Date: 03/11/2003 11:44 AM z w User ID: 1165 Balance: $567.45 Z H I— 0 Z I— w : p 0 O N O I-- TRANSACTION LIST: Ill w Type Method Description Amount I- 11. .. Z w 0 =. O I- z Payee: MONEYTREE, INC doc: Receipt Payment Check 61525 365.92 1 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES Account Code Current Pmts 000/345.830 365.92 Total: 365.92 3/17. :97 _i.:. TOTAL 7:67..92 Printed: 03 -11 -2003 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: ACCOUNT ITEM LIST: Description TRANSACTION LIST: Type Method doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2954900455 6720 FORT DENT WY TUKW MONEYTREE R03 -00400 SKS 1165 FOUSHEE Payment Check BUILDING - NONRES STATE BUILDING SURCHARGE Description 204006 RECEIPT Account Code 000/322.100 000/386.904 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 567.45 Payment Date: 03/27/2003 10:57 AM Balance: $0.00 Amount 567.45 Current Pmts 562.95 4.50 7044 03/27 9710 Total: 567.45 D03 -078 APPROVED 03/11/2003 trr 'Printed: 03 -27 -2003 Project: Hvr,e.v j-c -eC Type of nspection: /i2 1 Address: (07 ,?0 Pr 1 D-rml toy Date Called: / `7 243 Special Instructions: r Date Wanted: 7 -3 ! U.S a'm p.m. Requester: /71 /'f e/ Phone D y - i // 7 ! . / INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 N Approved per applicable codes. Corrections required prior to approval. COMMENTS: t'PV vri�� Compl-e-kc o K. 41, '1rfn t Inspector: Date: -- $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: COMMENTS: S VS Q•P Vnc \ -ed c 'P A I r£ 1 I JPYver '- V--01 , Special Instr 'S .- cs1. I ki,c, bc1� -+r l c ,„- \ ►rOks - Ot pe f° ve I Requester: 04 n4cf11),AA C o trt�. t., - c�, p Vrdl �YO Pr c : Typg of Inspection: Address: ^� 4-- l K.i d o ha O$1/ul- Le.24l. Date Called: / y� i 1 2/ 03 Special Instr 'S .- cs1. I ki,c, Date anted: ll Le/31 D3 ,44,..A Requester: 04 n4cf11),AA (-05) qLfl— 73Lq INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. i INSPECTION RECORD Retain a copy with permit PE T O,, , (20.)431 -3670 El Corrections required prior to approval. Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 1Date: Pro * - ct: DV e , e..e_. Type of InspectiorLai 7 C�"`U l .. Ad ress .0t04 D a'` a e Special Instructions: • Da t Wanted: ' / 5 ((:)3 p.m. Requesr J M �n P one No (4a 51g 1 4 1 --- 73 INSPECTION RECORD Retain a copy with permit INSPECTION NO. r' PERM! CITY OF- TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818$ (2 kis, Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: • � ��(■" 7/ Inspector Date: �..,� z) El $47.00 REINSPECTIO r FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • .t 6)431-3670 • Pro c • t f Type'of I s•,ectianr- i ' i . I . i .1.—_.."-,±1.5,--1 ,..t es: Date - a — 5 0 3 Address: Le 0 M Deet-tb).6ta_ Special Instructions: Da anted: 5 /a/6 Requester; e.441-z F p clqi ..... 7311./1/ t INSPECTION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431 70 COMMENTS: e • 3 .07 .1 7 1 1 c r 4-1/.400 4 e.--! Dat : e S Corrections required prior to approval. $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: . . , „' A ec \ Pro t: 0 V C �t �2P Type of Inspection: - a (i i Address: ,D ate 66.v [Cr f / '� ! t- Ai/ Call / 1 a 3 Special Instructions: t ^ ,, /` c had.{ V J2 # i7 F'- /n� Y � t VI 1 U` , ) Date Wan . , �" z 3 l// � a.m m. . C Requester: I `f' i Phone Phone 141 7 • 1 /`7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 .6)4 1 -3670 VI Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Uno /Z .ZA4 //- 4I1 aile6 w,0 / tb .d , ,e „7,1 ernE s ;CIC -- Are Vea" (I Date: /o3 L- t4 (' co. / �r� $ ' .00 REINSPECTIO FEE REQUIRE . Prior to inspection, fee must be aid at 6300 Southce ter Blvd., Suit 00. Call to schedule reinspection. Receipt No.: Date: Project: AA 0 ot° Gt - free Type of Ipspection: 06a rd Address: , (CIA) rONC ktit l tiv 1 ,Date Called q C 3 Special Instructions: , 1 k ,„ v frupais v e s, Date Wan / 1) (23 a.m. Requeste : - ( Krtitt Phone U .... all, 7 ykk •, . . INSPECTION RECORD . , Retain a copy with permit INSPECTI N NO. PERMIT NOO CITY OF TUKWILA BUILDING DIVISION . "4 4 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 31-3670 I ' Approved per applicable codes. Inspector: ea e." El Corrections required prior to approval. COMMENTS: Art Date: 14. $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: Project: M One V( 1 e Type of inspection: i-r vl oq Address: 60 Rir f" Deldf" Date Called: 5 Special Instructions: 1 hoor VU 9 - A C I S up Date Wanteoil / / a.m. Li I gS/03 Requester . KQ i' In Phone L \ - ( 1 1- 1 )— - 73H INSPECTION NO. - Er .- Approved per applicable codes. Inspector:( INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 El Corrections required prior to approval. COMMENTS: -e ,)Y•1 rOL/re,( Date: Do3-b7; ? El $47.00 S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: vo • Project , _ /// J . cii%. �-, Type of Inspection: , /`/C'16W( Address: / / • l 72e � Date Called: Date , -23 Special Instructions: /7 /er/, -. :7 wC % L,e?O, Date Wanted _ ' / /Z /43 I]7 (p.m.. Requeste), r^a Pho a No: (/zs) V/— 735/ 2'03 -078 6 a� tfkyli':s?t k INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. COMMENTS: C p vGr Acre- -- v\c ) v1 InspectorK Date: 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: Corrections required prior to approval. COMMENTS: l , ) ` ". ) ee I Lt 114 C 1 r.e ioy, v\ae 1 us )cf 01 re L1 1 i5 Sin OV'e 1 1 ` t \ p 1 „SA f I) C ■i■I`R 7c ,v, r r- 1\'''''''' - . J 7v -&) YeA\ V/oc- , i-c.... \\---\‘/) (A)et ti ‘ vInrsi r-p c . c ,„. c t r 1-1,, O \ -1- r -v, Ay, iii li,r) ' r-p01 1,, C 1 i Requ r; t - Pry ct: Type of Inspection: A .F-114-- hai-d Date t alledi * 1 Special Instructions: pi„ llta() c aiheij e Wantei: 1 Li , /03 a. . Requ r; t - P M7);1W 7.; 1 -1 1 4 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 I D Approved per applicable codes. Corrections required prior to approval. Inspector: Date: ri $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: 7771 , ,• • ' • • • • ' Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Project Name MON e Add'ress Z. 0 —Retaincurrent_inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Authorized Signa ure FINALAPP.FRM Rev. 2/19/98 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Steven M. Mullet, Mayor Permit No.E0 - CS/ Pi 03 - Suite #?3() 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 04/28/2003 09:14 4256440463 K I A C O KIA CO MONEY TREE (FORT DENT I) CEILING & WALL BRACING 6720 FORT DENT WAY TUKWILLA, WASHINGTON STRUCTURAL CALCULATIONS X 03 - 078 APRIL 20, 2003 JOB NO: 1110301 PAGE 02 Lincoln Center Business Peril 555 116th Ave. NE, Suite 16C Bellevue, WA 98004 Phone 4 25.644 -6400 Fax 4 25.644-0463 RECEIVED APR 20 2003 BUILDING DEPARTMENT typical wall bracing detail typical clearing bracing detail typical vertical support at clearing design data scope of work design of wall studs lateral bracing on top of wall verticial connection at ceiling lateral bracing at ceiling . check existing roof deck appendix 04/28/2003 09:14 ,..,...•■•••••. r 425644046 KIA Co RECEPTION ENLARGED PLAN PAGE 14 .. 120 1 I ' U _ • L/1 t- 1/240 N • . I U120 U240 0360 102$120.10 12 11 0'10' — 9'9' - -.. —•• 0'10' : ", ..... Ct • 1625125.18 16 tar 8' 4' 6'10'1 6'q• • l; ,: ,i„ . 1525125.18 24 A' 9" 1 7' 11' 6' 0' t • .,.:., * ::, , .. .`,'4: � L � . � 1623125.33 12 13'0' 10'4• 9'0` Iv 4" 7O' _ 10'4" i _ ._- -„ 1152S125-33 to 12' 1' 9' 6' 7 5' 10'7" e' 6' 9' e- 1 166225125-33 24 1 ' 0' 7 9' 7 D' T 7' 8' e' e" 2505125.10 12 15 V IV 11 10' 5 17 4' 1 10' 5' 9"1" f 0' Y f 9' 6' F — •. - 2589125.18 16 1771 11 9 10' 10 1 W 10' 8' 7" 751 711 " 2505125.16 11 1 i 9' 3' 9` 8 9'7 8' I' 751 6' 5' ` '' 2508125.33 179` iF'iKh 12'1" 15 e' 1x1" 10'r t3'1v 10'11• 9'5" 250312243 +8 165 • 11'7 14'4 11'2 9'8' 1210' 177 77 250.5126.33 24 14' 10' 11' 7 10' 0" 13' 0' 10' 0' sir it' r 8'11" 7' 8" 2505125-43 12 20' 0' 15 7 17 7 17 1' 13' S" It's 13' s' 1 1' 9' 10' 1" 2508125 -43 16 17 8 14' 9 1210' 15' 11' 12 3' 10' r 14' 2' 10' 10' 9' 3" 29412543 24 177 177 11'r 14'71 I r 1' we- 124•1 W7 8' r 382 125.16 12 12' S t 2 0' 1 5 36251•5 -16 16 1(t e' 1 10 t 9' 9' 38231254e 24 8x5'1 8''5•1 7 r 362312543 12 17' 10' t4' 1• 12 4' 362S125-33 16 16' 5 12' 11• 11' .i 362312543 24 14' 9' 11' 7' 1O' 1' 362312543 12 19'5 15 13' 1' 3629125-.43 16 17' 11" 13' 10" 11' 11• !1623128 - 43 24 15' 9' 1 12 3' 10' e' 3623125.5450 12 21' 1• 15' 10" 13 10' 3623125.64 (80 k* 16 19' 6' 14' 5 12' 7' 362612564 24 1 r r 12' r 11' 0• r hea) 3623125.68 keg 12 21' 10' 17 3' 16' 0' 362812668 1e) 16 19' 11' 15 9' 13' 6' 36281 50 ks 24 �teett 17 � 7+e 13' 12' 1• �nn�erammtfnlie i6anforat ' er$P4Vue.>wmtVNis.ba t.• ..nuaoOM 176'1 165" 14'4 13.6'1 13 0 11'4 17'2.t 154' 13'4' 11' 11 11'11•1 176' 151'1 14' 12'4' 175 10'51 9'7 251• 171r 17 4" 16' 11' 15 8' 13'7' 23'1• t9'4' 15'11' 18'4' 14'5' 126' 20' 9' 16' 5' 14' 3' 16 12 10' 11'2 27 4" 21' 2' 18 21' 2 le' 8' 14' 5' 25 2' 17 5 16 19' 4' 19'2' 13' a' 22 7' 17 2• 14' 6' 16'11'1 13'4' 11' 6' aw r 22 11' 27 O' • 22' 9' 17 11" 15 7' 26'9" 21' 1' 16 4' 20' 11' 16' 4' 14'7 23' 11" 18' 17 164' 18'4 14' 6' 12 6" 31'6" 25 7 21* ice 24' 10' 19' 6' 17 11' 27 1' 23' 1' 20' 2' 27 10' 171 r 15' 6' 26 2" 20' 9" 172' 20' 6' _ 15 11" 13' 9' 04/28/2003 09:14 12 -"•-- KIA CO Limiting Wall Height Tables Composite Interior Non-Structural Composite Table Notes 1 Composite wall sheathed both sides full height with W gypsum wallboard for 18 and 33 mil. 2 Composite wall sheathed both sides full height with %" gypsum wallboard for 43, 54 and 68 mil. 3 Sheathing attached with #6 screws min. at 12" o.c. max. 4 3628125 member is based on 350S125 test data. For both 3625125 and 350S125 members use values listed for 362S125. Interior Non - Structural Composite s: Shear/web crippling 0on11de o1Iowabio wail height f: Flozvr111 ettel* (whole 8lk1wab a wen height PAGE 15 Q • w -IU 0 0 to 0 U) tf) LL w 0 W _ Z �-. I- 0 F LU w 0 co 0 F- W u' O W U = 0 Z z _i- w aU 00 J = F- Q u w° 2 g a I I- Ili z � I- 0 Z �- • w This letter is to inform you that your application received at the City of Tukwila Permit Center on March 11, 2003, is determined to be incomplete. Before your application can begin the plan review 0 N process the following items need to be addressed: p H w W H Building Department: Ken Nelsen at (206) 431 -3670, if you have questions concerning the H following: �- 0 w U 2 o F ' March 14, 2003 Ms. Jennifer Mukai 355 110 Avenue NE Bellevue, WA 98004 RE: Dear Jennifer: Sincerely, Ciiy of Tukwila Department of Community Development Steve Lancaster, Director Letter of Incomplete Application #1 Development Permit Application Number D03 -78 Moneytree — 6720 Fort Dent Way, Suite #230 1. Please provide complete framing details for new GWD ceiling in the reception area including attachment to the structure above. Please address the above comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions niust be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Stefania Spencer Permit Technician encl File: Permit File No. D03 -078 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206.431 -3665 k J Mks 1414:40,4Y4 e;1Ct�7�d r��i z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -078 PROJECT NAME: MONEYTREE SITE ADDRESS: 6720 FORT DENT WAY DATE: 03 -19 -03 Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: ,J -2o-c3 Building Division mi Public Works ❑ Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03 -20 -03 Complete E Comments: Incomplete ❑ REVIEWER'S INITIALS: Documents /routing slIp.doc 2 -28 -02 PERMIT COORD COPY Not Applicable ❑ 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: DUE DATE: 04 -17 -03 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions [ Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 4ia ....+ 444. ACTIVITY NUMBER: D03 -078 DATE: 03 -12 -03 PROJECT NAME: MONEYTREE SITE ADDRESS: 6720 FORT DENT WAY, SUITE #230 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Builtl�ng Division Pufic Works • 10 VIM WA '- / ) DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03 -03 Not Applicable Complete Li Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: 3-/V-0 3 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg g Fire ❑ Ping ❑ PW ❑ Staff Initials:' TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04 -10 -03 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 COORD Cu 1 J Y PLAN REVIEW /ROUTING SLIP Awe 5-14 OA, Pik, -i�- Fire Prevention © Planning Division Structural ❑ Permit Coordinator ) 141 Incomplete Er PERMIT COORD COPY 0 DATE: b & iii Ui'1S: }iJsf t: FLiRS2�: Uf :!::i i:Y'itl;;�:b Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3' I � � ® Response to Incomplete Letter # 1 Response to Correction Letter # E] Revision # after Permit is Issued Project Name: MONEYTREE Project Address: 6720 FORT DENT WAY Sheet Number(s): ( - ' IA -at. I Received at the City of Tukwila Permit Center by: Entered in Sierra on City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: D03-078 Contact Person: Jennifer Mukai Phone Number 42-c. (o4 i • qw U Summary of Revision: ill cI6414i OV o$ - atiyi, tv) of d e.I-otit, t .UV vle w & I J ee[ 11n� 1nCl1/t (V Gt r�C -I- ,h, ` �.E((LVC. - GCS l' 0/1 LL . .JJ "Cloud" or highlight all areas of revision including date of revision RECEIVED CITY OP- TUKWILA M A R Ia 2003 PERMIT CENTER 03/14/03 . .............ILaiJ:.La..«:.:I., Whi S.I c0t1,14 :1. ".w.W.r.tSSUt+I /Wig 14.10 idh" • , r PARCEL B: LEGAL DESCRIPTION THAT PORTION OF VACATED TRACTS 4 THROUGH 9 AND 12 THROUGH 17, AND VACATED STREETS ADJOINING IN GUNDAKER AND INTERURBAN ADDITION, LYING WITHIN SECTIONS 23 AND 24, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M. DESCRIBED AS FOLLOWS: BEGINNING AT HIGHWAY ENGINEER'S STATION P.O.T. (2M) 127 +45.0 ON THE 2M LINE SHOWN ON THE STATE HIGHWAY MAP OF PRIMARY STATE HIGHWAY #1 (SR405) GREEN RIVER INTERCHANGE, SHEET 2 OF 4 SHEETS, ESTABLISHED BY COMMISION RESOLUTION #1192, FEBRUARY 19, 1962, THENCE NORTHEASTERLY AT RIGHT ANGLES TO SAID 2M LINE NORTH 30'27'06" EAST 218.36 FEET TO A POINT ON A LINE THAT IS PARALLEL WITH AND 140 FEET (MEASURED AT RIGHT ANGLES) NORTHEASTERLY OF THE SOUTHWESTERLY MARGIN OF VACATED KENNEDY STREET (6TH • PLACE S.) AS SHOWN ON THE PLAT OF GUNDAKER'S INTERURBAN ADDITION TO SEATTLE, AS PER PLAT RECORDED IN VOLUME 14 OF PLATS, PAGE 46, RECORDS OF KING COUNTY, SAID POINT BEING THE TRUE POINT OF BEGINNING OF THE PARCEL TO BE DESCRIBED HEREIN, THENCE FROM SAID TRUE POINT OF BEGINNING ALONG SAID PARALLEL LINE NORTH 59'32'54" WEST TO THE BANK OF THE GREEN RIVER, THENCE ALONG THE BANK OF THE GREEN RIVER THE FOLLOWING COURSES: NORTH 38'19'12" EAST TO A POINT LYING SOUTH 30'04'58" WEST 334.53 FEET FROM THE SOUTHWESTERLY LINE OF THE LANDS CONVEYED TO KING COUNTY BY STATUTORY WARRANTY DEED RECORDED UNDER RECORDING NO. 7507300471 AND NORTH 30'04'58" EAST 334.53 FEET TO SAID SOUTHWESTERLY LINE, THENCE ALONG SAID SOUTHWESTERLY LINE SOUTH 59'24'45" EAST 183.62 FEET TO A POINT ON THE NORTHWESTERLY LINE OF THE LANDS CONVEYED TO THE CITY OF TUKWILA BY QUIT CLAIM DEED RECORDED UNDER RECORDING NO. 7410290105, THENCE ALONG LAST SAID NORTHWESTERLY LINE THE FOLLOWING COURSES: FROM A TANGENT THAT BEARS SOUTH 30'53'45" WEST ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 60.00 FEET AND A CENTRAL ANGLE OF 24'24'42 ", AN ARC LENGTH OF 13.63 FEET, THENCE TANGENT TO THE PRECEDING CURVE SOUTH 22'08'00" WEST 223.43 FEET, THENCE TANGENT TO THE PRECEDING CURVE SOUTH 30'27'06" WEST 66.52 FEET TO THE TRUE POINT OF BEGINNING, EXCEPT THAT PORTION CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NO. 7708040599, SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. APN #295490 -0455 I : F625.052.000 (8191) • 0 r • • REGISTERED AS PROVIDED BY LAW AS • I CONST CONT GENERAL REQIST,' EXP. DATE , ` .:' 1: ouvACiS8o4..08 /1 A7 : % s 0 n� ti:K. _anY..� . 4•.4 soclAT o' Y 4� t BELLE e � ' ;•''g = Yicb � '� .':. ( Signature `Is �' sued•by DEPARTMENT OF.LABCSR AND INDUSTRIES ..v Please Remove And Sign Identification Card Before • Placing In Billfold • .. i:: • i t 6% t :•.� Gj I GrLY 1• is ••1•i.. i •• . .1 + � 9 . r i�. • • ••• r. • .. • ..7....... .. 4. • vr,�1I:.fi . , : . .;t ■ G ►a +ti0i, . Of '..ni.- ..1 ... • .4 * •`. „ • . • :e.4:,�8ttt"tt iY:1q. `` "�`A• rtA?: ?Xti0.`•r i iiM',.x•':"2bi .Y1 ri144 •t% • Z ` W cc JU 00 N 0 W I 1..— U) W O 5 u = � z = I- w 0 1- W W u' O W z U= 0 CONSTRUCTION LEGEND SRO HEIGHT NON- COMBUSTIBLE PARTITION WALL GRID HEIGHT NON - COMBUSTIBLE PARTITION WALL WITH ACOUSTICAL NCN -FACED BATT INSULATION - DUSTING WALL TO REMAIN 9/S FULL HT. REL'TE: TEMPERED GLASS SYMBOLS LEGEND 112051 DOOR TYPE /HARDWARE CONVENTION: ROOM NUMBER ��DOOR TYPE - HARDWARE TYPE A REVISION REFERENCE INTERIOR ELEVATION SYMBOL -�r-- BREAKLINE SYMBOL P1 11 BASE REFERENCE KEY (REFER TO FINISH SCHEDULE) F.E.C. uc ELEVATION POINT 24 REFERENCE KEY (REFER TO KEY NOTES) Or ^' O A/C ACOUS. AC.T. ADD. ADJ. ADJUS. A.F.F. ALT. APPROX. ARCH. BD. BET. BLDG. BLK. BLK.i. BOT. B/S CAB. CER. CHAMF. CIRC. CLG. CLR. CNTR. COL. CONC. CONST. CONT. ROOM NUMBER REFERENCE DETAIL REFERENCE BUBBLE WALL SECTION REFERENCE BUBBLE WALL FINISH REFERENCE KEY (REFER TO FINISH SCHEDULE) FLOOR FINISH REFERENCE KEY (REFER TO FINISH SCHEDULE) - - - ---3 NORTH REFERENCE B/S SEMI - RECESSED WALL MOUNTED FIRE EXTINGUISHER CARDREADER LOCATION (COOR. WITH ELECTRICAL DWGS.) ABBREVIATIONS AT CENTERLINE NUMBER SQUARE FEET DEGREE(S) AIR CONDITIONING ACOUSTICAL ACOUSTIC TILE ADDENDUM ADJACENT ADJUSTABLE ABOVE FINISH FLOOR ALTERNATE APPROXIMATE ARCHITECT BOARD BETWEEN BUILDING BLOCK BLOCKING BOTTOM BUILDING STANDARD CABINET CERAMIC CHAMFER CIRCLE CEILING CLEARANCE) COUNTER COLUMN CONCRETE CONSTRUCTION CONTINUOUS CONTR. CONTRACTOR CORR. CORRIDOR CPT. CARPET C.T. CERAMIC TILE CTR. CENTER DEMO. DET. D.F. DAM. DIM. DN. DR. DWG. DWR. E. Lk EL. ELEV. ENCL EQ. EQUIP. EST EXH. EXIST. EXP. 'EXT. F. E. E.C. DEMOLITION DETAIL DRINKING FOUNTAIN DIAMETER DIMENSION DOWN DOOR DRAWING DRAWER EAST EACH ELEVATION ELECTRICAL ELEVATOR ENCLOSE(URE) EQUAL EQUIPMENT ESTIMATE EXHAUST EXISTING EXPANSION EXTERIOR FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET F.F. F.N. FIN. FLR. FLUOR. F.O.S. F.O.C. F.O.F. FT. FURR. FLIT. GA. G.B G.C. GEN. GL. G.W.B. GYP. H.C. HD. RDCP. ADR RDWR I.M. HORIZ. HR. HT. H.V.A.C. FACTORY FINISH FULL HEIGHT FINISHED) FLOOR FLUORESCENT FACE OF STUD(S) OF CONCRETE FACE OF FINISH FOOT /FEET FURRED /FURRING FUTURE GAUGE GRAB BAR GENERAL CONTRACTOR GENERAL GLASS /GLAZING GYPSUM WALL BOARD GYPSUM HOLLOW CORE HEAD HANDICAPPED HEADER HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING VENTILATING AIR CONDITIONING VICINITY MAP SCALE: NTS 7- INSUL. INT. JAN. JT. KIT. KPL. LAM V. L. H. L.L. CP T.E. LT. LVR. MAX. M.C. MECH. MEMB. MET. MEZZ. MFR. MIN. MISC. MTD. MULL. N. N.F.S. N.I.C. NO. NOM. N.T.S. INSULATION INTERIOR JANITOR JOINT KITCHEN KICKPLATE LAM INATE (0) LAVITORY LEFT HAND LENGTH /LONG BY LANDLORD AT TENANT'S EXPENSE LIGHT LOUVER MAXIMUM MEDICINE CABINET MECHANICAL MEMBRANE METAL MEZZANINE MAN JFACTURE(R) MINIMUM MISCELLANEOUS MOUNTED MULLION NORTH NON FROST SUSCEPTIBLE NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE O.A. 0.C. 0.D. OH. OPP.H. OPNG. APP. P.B. P.BD. P -LAM PLWD PNL. PR. PTN. OVERALL ON CENTER OUTSIDE DIAMETER OVERHEAD OPPOSITE HAND OPENING OPPOSITE PANIC BAR PARTICLE BOARD PLASTIC LAMINATE PLYWOOD PANEL PAIR PARTITION Q.T. QUARRY TILE RAD. RADIUS R.B. RESILIENT BASE R. D. ROOF DRAIN R.T. RESILIENT TILE REF. REFERENCE REFL. REFLECTED REFR. REFRIGERATOR REG. REGISTER REINF. REINFORCING REQ. REQUIRED REV. REVISION R.H. RIGHT HAND PM. ROOM R.O. ROUGH OPENING S. SOUTH S.C. SOLID CORE S.C.D. SEAT COVER DISPENSER SCH. SCHEDULE SEAL. SEALANT SH. SHELF SECT. SECTION SHT. SHEET SIM. SIMILAR S.L.M. SPECIAL LAMINATED EDGE SPEC. SPECIFICATION SQ. SQUARE S.STL. STAINLESS STEEL STD. STANDARD STL. STEEL STOR. STORAGE STRUCT. STRUCTURAL SUSP. SUSPENDED T.B. TOWEL BAR T.C. TERRA COTTA TEL. TELEPHONE TEMP. TEMPERED TERR. TERRAllO THK. THICK(NESS) THRESH. THRESHOLD TKBD. TACKBOARD T.V. TELEVISION TYP. TYPICAL JNFIN. UNFINISHED 'J.N.O. UNLESS NOTED OTHERWISE VCT VINYL COMP. TILE VEN. VENEER VERT. VERTICAL VEST. VESTIBULE VFY. VERIFY V.W.C. VINYL WALL COVERING W. WEST /WIDE W WITH W WOOD W/O WITHOUT WWTI WEIGHT WSCT. WAINSCOT i rE . - - ' ► _ E PERMIT 'JiRED FOR: 0:.. -:CHANICAL 1 I .- ....ECTRICAL . _IPABING . PIPING CITY OF TUKWILA BUILDING DIVISION FILE COPY I understand that the Par, G aeck approvals are subject to ero^s and SSG and approval of plans does nol autnorIze Ile violation of any adopted Cod€ ranee Thaceiot of con- tractors copy of apoovvW pta-s acknowledged. Date Permit No. Vri NO CHANGES SkALL s�oNs E PE OF �v': R.• V• `T1-ID RI I TIJKW;LA SOLOING DIVIS;ON Acj I ltot a Aoo tglimt A y F tEs . PARCEL B: LEGAL DESCRIPTION THAT PORTION OF VACATED TRACTS 4 THROUGH 9 AND 12 THROUGH 17, AND VACATED STREETS ADJOINING IN GUNDAKER AND INTERURBAN ADDITION, LYING WITHIN SECTIONS 23 AND 24, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M. DESCRIBED AS FOLLOWS: BEGINNING AT HIGHWAY ENGINEER'S STATION P.O.T. (2M) 127 +45.0 ON THE 2M LINE SHOWN ON THE STATE HIGHWAY MAP OF PRIMARY STATE HIGHWAY #1 (SR405) GREEN RIVER INTERCHANGE, SHEET 2 OF 4 SHEETS, ESTABLISHED BY COMMISION RESOLUTION #1192, FEBRUARY 19, 1962, THENCE NORTHEASTERLY AT RIGHT ANGLES TO SAID 2M LINE NORTH 30'27'06" EAST 218.36 FEET TO A POINT ON A LINE THAT IS PARALLEL WITH AND 140 FEET (MEASURED AT RIGHT ANGLES) NORTHEASTERLY OF THE SOUTHWESTERLY MARGIN OF VACATED KENNEDY STREET (6TH PLACE S.) AS SHOWN ON THE PLAT OF GUNDAKER'S INTERURBAN ADDITION TO SEATTLE, AS PER PLAT RECORDED IN VOLUME 14 OF PLATS, PAGE 46, RECORDS OF KING COUNTY, SAID POINT BEING THE TRUE POINT OF BEGINNING OF THE PARCEL TO BE DESCRIBED HEREIN, THENCE FROM SAID TRUE POINT OF BEGINNING ALONG SAID PARALLEL LINE NORTH 59'32'54" WEST TO THE BANK OF THE GREEN RIVER, THENCE ALONG THE BANK OF THE GREEN RIVER THE FOLLOWING COURSES: NORTH 38'19'12" EAST TO A POINT LYING SOUTH 30'04'58" WEST 334.53 FEET FROM THE SOUTHWESTERLY LINE OF THE LANDS CONVEYED TO KING COUNTY BY STATUTORY WARRANTY DEED RECORDED UNDER RECORDING NO. 7507300471 AND NORTH 30'04'58" EAST 334.53 FEET TO SAID SOUTHWESTERLY LINE, THENCE ALONG SAID SOUTHWESTERLY LINE SOUTH 59'24'45" EAST 183.62 FEET TO A POINT ON THE NORTHWESTERLY LINE OF THE LANDS CONVEYED TO THE CITY OF TUKWILA BY QUIT CLAIM DEED RECORDED UNDER RECORDING NO. 7410290105, THENCE ALONG LAST SAID NORTHWESTERLY LINE THE FOLLOWING COURSES: FROM A TANGENT THAT BEARS SOUTH 30'53'45" WEST ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 60.00 FEET AND A CENTRAL ANGLE OF 24'24'42 ", AN ARC LENGTH OF 13.63 FEET, THENCE TANGENT TO THE PRECEDING CURVE SOUTH 22'08'00" WEST 223.43 FEET, THENCE TANGENT TO THE PRECEDING CURVE SOUTH 30'27'06" WEST 56.52 FEET TO THE TRUE POINT OF BEGINNING, EXCEPT THAT PORTION CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NO. 7708040599, SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. APN #295490 -0455 GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN THE AREA OF WORK IN ACCORDANCE WITH ALL APPLICABLE SAFETY CODES. 2. THE CONTRACTOR SHALL INDEMNIFY MID HOLD THE BUILDING OWNER /ARCHITECT /ENGINEER HARMLESS FOR INJURY OR DEATH TO PERSONS OR FOR DAMAGE TO PROPERTY CAUSED BY THE NEGLIGENCE OF THE CONTRACTOR. HIS AGENTS. EMPLOYEES. OR SUBCONTRACTORS. 3. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT HIS OWN EXPENSE 4. SPRINKLER, PLUMBING, MECHANICAL, AND ELECTRICAL ARE UNDER SEPARATE PERMIT. 5. CODES: ALL WORK SHALL CONFORM TO HE APPLICABLE BUILDING CODES AND ORDINANCES. IN CASE OF ANY CONFUCT WHERE THE METHODS OR STANDARDS OF INSTALLATION OF THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CONFLICTS. 6. STRUCTURAL, PLUMBING, MECHANICAL ELECTRICAL AND ARE PROTECTION DRAWINGS ARE SUPPLEMENTARY TO THESE DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ALL DISCREPANCIES BETWEEN THE CONSULTANTS' DRAWINGS WITH A WRITTEN REQUEST FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO THE BUILDING OWNER, TENANT, OR ARCHITECT. 7. USE G.W.B. METAL TRIM AT ALL CORNERS AND EDGES, PAINT TO MATCH ADJACENT WALL. 8. AT COMPLETION OF THE WORK, REMOVE ALL DEBRIS FROM THE SITE, LEAVING SPACE CLEAN, WASH ALL WINDOWS AND GLASS, POUSH ALL HARDWARE. REPLACE AND PATCH AREAS OF CEILING DAMAGED DUE TO UGHTING INSTALLATION OR MECHANICAL ADJUSTMENT. 9. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY PERMITS & FEES, EXCEPT THE BUILDING PERMIT SUBMITTAL FEE WHICH WILL BE PROVIDED BY THE TENANT. DIMENSIONS 1. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THEI BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE DESIGN PRIOR TO PROCEEDING WITH THE WORK. 2. DO NOT SCALE DRAWINGS: THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT IF DISCREPANCIES ARE FOUND. 3. COORDINATION: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND COORDINATION OF THE WORK OF ALL TRADES TO ASSURE COMPLIANCE WITH THE DRAWINGS. 4. CONSTRUCT WALLS PLUMB AND SQUARE W/ EXISTING STRUCTURE AND NEW CONSTRUCTION UNLESS NOTED OTHERWISE. FIRE PROTECTION 1. IF NECESSARY, PROVIDE FIRE PROTECTION AT ALL PENETRATIONS OF FIRE RATED ELEMENTS AS REQUIRED BY CODE. CONSTRUCTION 1. COORDINATE CONSTRUCTION SCHEDULING WITH BUILDING REPRESENTATIVE AND ARCHITECT TO ALLOW ONGOING OPERATION OF THE FACILITY DURING CONSTRUCTION. 2. CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL ELEMENTS AND OTHER EXISTING CONDITIONS PRIOR TO BEGINNING THE WORK. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FIRE TREATED BLOCKING REQUIRED FOR WALL AND CEILING MOUNTED ITEMS. 4. ALL NEW CONSTRUCTION SHALL BE STABILIZED AGAINST LATERAL MOVEMENT IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE UNIFORM BUILDING CODE. MAX. DISTANCE ACCEPTABLE BRACES SHALL BE 8' -0 ". 5, THERE SHALL BE NO EXPOSED PIPE, CONDUITS, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS NOTED AS EXPOSED ON CONSTRUCTION DRAWINGS. 6. OFFSET STUDS WHERE REQUIRED SO THAT FINISH WALL SURFACES WILL BE FLUSH. CEILING 1. CEILING HEIGHTS, WHERE INDICATED, ARE FROM FINISHED FLOOR ELEVATION TO BOTTOM OF CEILING GRID OR OTHER FINISH SURFACE. 2. SUPPORT DATA - LATERAL SUPPORT SHALL BE PROVIDED BY FOUR WIRES OF MIN. 12 U.S. GAUGE SPLAYED IN FOUR DIRECTIONS, 90 DEG. APART AND CONNECTED TO THE MAIN RUNNER WITHIN 2" OF THE CROSS RUNNER AND TO THE STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45 DEG. FROM THE PLANE OF THE CEILING. THESE LATERAL SUPPORTS SHALL BE PLACED 12' -0" O.C. IN EACH DIRECTION, WITH THE FIRST POINT WITHIN 4' -0" FROM EACH WALL. SEE DETAIL 12/IA -9.1. 3. VERTICAL SUPPORTS SHALL BE NO. 8 U.S. GAUGE WIRE TO SUPPORT A MAX. 16 SQ. FT. OF CEILING AND SADDLE -TIED AROUND MAIN RUNNERS, PER CHAPTER 47.1812 OF THE UBC STANDARDS. CROSS RUNNERS ATTACHED TO MAIN RUNNERS BY SADDLE -TYING WITH ONE STRAND NO. 16 U.S. GAUGE TIE WIRE, OR APPROVED EQUIVALENT, PER CHAPTER 47.1812 OF THE UBC STANDARDS. DISCONTINUOUS ENDS OF CROSS- RUNNERS AND MAIN RUNNERS TO BE VERTICALLY SUPPORTED WITHIN 8" OF SUCH DISCONTINUITIES AS MAY OCCUR WHERE CEILING IS INTERRUPTED BY A WALL. 4. CONTRACTOR SHALL INSTALL CEILING TILES ONLY AFTER ALL CABLING AND CEILING PLENUM EQUIPMENT /DUCTWORK HAS BEEN INSTALLED. FINISHES 1. ALL PAINT AND OTHER APPLIED FINISH ITEMS SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 2. CARPET CONTRACTOR SHALL FURNISH AND INSTALL RUBBER REDUCER STRIPS AT LOCATIONS WHERE CARPET AND VINYL COMPOSITION TILES MEET. 3. FLOOR COVERING IN CLOSETS SHALL BE THE SAME AS THAT OF THE SPACE UNTO WHICH THE CLOSET DOOR OPENS, U.N.O. 4. PREPARE FLOOR PER FLOORING AND CARPET MANUFACTURER'S RECOMMENDATIONS TO PROVIDE LEVEL AREA FOR FLOORING INSTALLATION AND LEVEL FLOORING TRANSITIONS. 5. CONTRACTOR TO SUBMIT FULL CARPET SEAMING PLAN AND INSTALLATION METHOD TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. PLUMBING, MECHANICAL & ELECTRICAL 1. PLUMBING, MECHANICAL, & ELECTRICAL DRAWINGS TO BE SUBMITTED UNDER SEPARATE PERMIT. DRAWING INDEX LA - 0.G GENERAL NOTES A-1.1 SITE PLAN IA -2.1 DEMO PLAN IA -3.1 FLOOR FLAN A - 4.1 CE!Uh PLAN IA C 1 FINISH PLAN !A - 8.1 ENLARGED PLAN & ELEVATIONS IA -8.2 ELEVATIONS IA - 9.1 DCOR SCHEDULE/ WALL /CEILING DETAILS CODE INFORMATION CONSTRUCTION TYPE: 5 -N OCCUPANCY. B BUILDING IS S°RINKLERED APPLICABLE EDITIONS OF BUILDIN) CODES: PEG. FOR BARR'ER FREE DESIGN. 1997 UNIFORM BUILDING CCJE 4th EDITION OF THE WASHINGTON STATE AREA: BUILDING AREA: 39,274 SF TENANT IMPROVEMENT: 3038 SF PROJECT TEAM OWNER J.C. RACOVICH 2000 124TH AVE. NE., B103 BELLEVUE, 'NA 98005 VOICE: (425) 454 -6060 FAX: (425) 453 -9740 CONTACT PERSON: REBECCA DAVIDSON BUILDING TENANT MONEYTREE, INC. 6720 FORT DENT WAY, #230 SEATTLE, WA 98188 CONTACT: JENNIFER MAIETTA VOICE: (206) 246 -3500 EMAIL: Jennifer.Moietta@moneytr.: ARCHITECT JPC ARCHITECTS 355 110TH AVE NE SUITE 100 BELLEVUE, WA 98005 VOICE: 425 -641 -9200 FAX 425- 637 -8200 CONTACT PERSONS: ANN DERR EMAIL: Annd @jpcarchitects.com GENERAL CONTRACTOR FOUSHEE 3260 118TH AVE SE BELLEVUE, WA 98005 VOICE: 425 -746 -1000 FAX 425-746-3737 CONTACT PERSON: DAVE TRULSON EMAIL: Dtrulson ®foushee.com ELECTRICAL CONTRACTOR TBD. MECHANICAL CONTRACTOR TBD. INCOMP : °'E LTR# 1 moml JPC ARCHITECTS 1155 110tt+ Are NE ,Suite loo delNx,e. WA 91004 oaI K251641-9200, fax 1t2516.' . -8200 ■ M ON EYTREE 6720 FORT DENT WAY *230 FORT DENT OFFICE BUILDING TUKWILA, WASHINGTON Design Team Deep, ateckat Deft JPC P•aiso Na JPC JM AD L 02- 100 -0531 Revisions eft Deft aiftip m 03- 10 -03 PERMIT SUBMITTAL 03-11-03 CONSTRUCTION ISSUE A_ 03 -17 -03 PERMIT REVISION !1 Registration n REGISTERED CHITECT ANN KUSKA DERR STATE OF WASHRIGTOIi Keyplan CMTR- FEf�KWf, 4 MA R. n 2002, JPC Araleery, PUG DO3-O78 MA,R 1 Sheet Title GENERAL NOTES Sheet No. IA -0.0 SITE PLAN Scale: 1/16"= 1 --o" foRT pan u1a'r SCOPE OF WORK - SECOND FLOOR: 3,038 SQFT -NO STRUCTUAL CHANGES -NO CHANGE OF USE CITY f.:c T °.;ot,WlLA liCc',4 PUB 2 1 20D3 toO78 365 110th Ave HE ` -. Suit. 100 9.Mvue, WA 99004 Lel l425 641 -9200, fax 14251637 -r -JO 8720 FORT DENT WAY #230 FORT DEN T OFFICE BUILDING TUKWILA, WASHINGTON Design Team ovr JPC ARCHITECTS JPC Ropii Na. V M ON EYTREE „PC JM AD 02 -100 -0501 Revisions No Owls oraa u� 03 -10 -03 PERMIT SUBMITTAL Registration ANN KUSKA DERR STATE OF WASHINGTON CITY oF RECEIVED TuKWIIA MAR I 1 2003 PERMIT CENTER SITE PLAN Keyplan Sheet Title Sheet No. IA -1.1 2002, JPC A d PUC FLOOR NOTES - COSTING OFFICE DUSTING OFFICE EXISTING E):CaN OFFICE I INC INFORMAT ONJ SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS 1. ARE GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WIT' -10UT THE GUARANTIES OF ACCURACY; FIE_D VERIF`f ALL EXISTING CONDR10N5. 2. MAINTAIN A CLEAR ANC UNOBSTRUCTED PATH TO EXITS AT ALL TIMES. 3. PROVIDE FIRE TREATED WOOD BLOCKING OR EQUIVALENT SHEET METAL AT A± L MIL! WORK. 4 GROUTING OR _ PENETRATIONS , REQUIRED. COORDINA .TEWITH ARCHITECTURAL, ME3HANICALAN ELECTRICAL DOCUMENTS. o S . PROVIDE SEISMIC WALL BRACING AT ALL UNSUPPORTED (NON - LOADED) INTERIOR PARTITIONS OVER 8' -0" IN LENGTH. PER DETAIL 1 /IA -9.1. JPC ARCHITECT S - \ : 4 / "-_ 355 MTh Ave NE '- ,Suirte too ,, WA 99004 tel 1425)641 -9200, fax U2516374200 2 u 2 1 1 247 1 249 i J I 9 HALL 239 - j i EXISTING OFFICE EXISTING OFFICE nnS• ING OFFICE L ,s ` EXISTING �� F- � D rD :. - T =� Ik I • EXISTING - -- I - - -- _r EXISTING SK'STIN ea>! '1 E I 213 217 221 ] M T; i - EXISTING OFFICE 248 1 I L' i 1 HALL 2FI46 2 2 6. PROVIDE SEISMIC WALL BRACING AT ALL WALLS, SUPPORTING SHELVES. WALL CABINETS OF WALL MOUNTED ITEMS. 7. REFER TO ORIGINAL SHELL AND CORE DOCUMENTS FOR INFORMATION REGARDIN3 FURRING OF STRUCTURAL SUPPORT COLUMNS AT BUILDING INTERIOR AND PERIMETER. 8. ITEMS NOTED BY "D" ARE TO BE REMOVED. ITEMS NOTED BY N" ARE NEW. F ITEMS NOTED BY "R" ARE RELOCATED. EMS WITHOUT NOTATION ARE EXISTING. 9. DOORS WITHOUT AN IDENTIFICATION NUMBER ARE EXISTING WITH^4'T MODIFICATION U.N.O. 1C. FURNITURE OUTLINES PRO` COED FOR INFORMATION DIMLY. FURNITURE TO BE SUPPLIED B OTHERS. M O N E Y T R E E 6720 FOPT DENT WAY *230 FORT DENT OFFICE BUILDING 'TUK WILA, WASHINGTON ..... 2r , EXISTING I OFFICE ■ �+-� TT u FFICE �- T I I I HALL EXISTING OFFICE L� T L. _ I - 2 0 _ te � _i ( 0 8 _ r � , � _ � 211 I {a I 1 2 3 1 _ JIG Dl I \ I I � 226 \ ^ L 1 2 � --I - 4 O SCOPE OF WORK ••��, ® 10 ( 8 f t lI / EXISTING OFFICE - D I\ F a 5 L y J OFFICE 1 I I —1 _ V Ip I L y 2os COP I\ C 2 R SER _° -- , I I / j �_ 225 °� ��_ W � ®� ° �' Design Team o.a. JPC --1-- 208 ( ( ° EXISTING \ © 3 OFFICE - 207 n,12s � - -a a..' N. -2" _ _ .- -s_ _I, — 1 A / DEMO NOTES ' COMPLY WITH ALL_ RULES AND REGULATIONS OF GOVERNMENTAL AUTHORITIES HAVING JURISDICTION OVER DEMOLTION WORK. 2. DEMOLITION INCLUDES COMPLETE REMOVAL AND DISPOSAL OF DEMOLISHED ITEMS. RETAIN SALVAGEAELE ITEMS NHERE OR WHENEVER APPROPRIATE. COORDINAE STORAGE W!T I OWNER OR REUSE ON PROJECT. 3. NOTIFY ARCHITECT IMMEDATELY OF ANY CONFLICTS BETWEEN EXISTING CONDITIONS AND NEW CONSTRUCTION PRIOR TO PROCEEDING WITH THE WORK. 4. REMOVE, REPLACE AND RELOCATE EXISTING MECHANICAL, ELECTRICAL AND FIRE PROTECTION EQUIPMENT /DEVICES AS REQUIRED FOR NEW CONSTRUCTION. AT LOCATIONS WHERE ELECTRICAL IS TO BE REMOVED, PULL OUT WIRING BACK TO PANEL. SEE DESIGN BUILD MECHANICAL, ELECTRICAL AND COMMUNICATIONS DRAWINGS FOR ADDITIONAL INFORMATION. 5. PROTECT STRUCTURAL ELEMENTS FROM DAMAGE DURING CONSTRUCTION. 6. PRIOR TO START OF WORK, COORDINATE WITH TENANT THE SCHEDULE FOR SHUTOFF, CAPPING AND /OR CONTINUATION OF UTILITY SERVICES REQUIRED. 7. EXISTING DOORS, FRAMES AND HARDWARE SCHEDULED TO BE REMOVED SHALL BE SALVA:,ED AND RELOCATED TO OWNER STORAGE OR REUSE WHERE OR WHENEVER APPROPRIATE. 8. PATCH AND REPAIR EXISTING WALLS AT DEMOLISHtr) AREAS TO A °LIKE —NEW" APPEARANCE. CM' (.!.f '' K� /' �Qr c.�ny� MAR 2 1 2L1Ly JM k--,5r . _ _ T - _� _ �._ �'' I _ o.o.e AD Tw - 1 ti - fl-- T r- -71 I '�`� 02 100 - 050 - � _ 1 ._ 1 11 - 1 � L I ' �► 3 _ EXIS iNG , _ J • , OFF E - R�Ep� t m ( Revisions No. Ws 2 bJ 1 t a� 1-I - -I -'-` -4 � 7 , y -- -- — _ _ _ ill . M. _, 03 PERMIT SUBMITTAL ��; �` ' F } / -10 -03 03-11-03 CONSTR'JCTiCN ISSUE ^ _± 8 � , t �� EXI ` / ,A 03-17-03 PERMIT REVISION #1 CONFERENCE ' ®/ 1 203 I r / / � • r ® / Registration © M / I { / .. eras REGISTERED AR NITECT ANN KUSKA OEV R STATE OF KUSKA DERsTON F LOOR /DEMO KEY NOTES• 0 REMOVE EXISTING PARTITION. O REMOVE EXISTING DOOR AND /OR RELITE. RE -USE WHEREVER POSSIBLE. RETURN MATERIAL THAT CANNOT BE RE -USED TO BUILDING OWNER O MODIFY AND /OR DEMOLISH CASEWORK AS REQUIRED FOR NEW WALL. O REMOVE /RELOCATE EXISTING LIGHT FIXTURE AS SHOWN. REFER TO IA -4.1 FOR NEW LOCATIONS DEMO PLAN — 2ND FLOOR MAR R 2I903 DER►•- � enrr €r Scale: 1 /8 " =1' -0" - Sheet Title Q REMOVE SWITCH. RELOCATE AS PER SHEET IA -4.1 ®5 REMOVE RETURN AND SUPPLY GRILLS 0 REMOVE GLASS BLOCK WALLS Q REMOVE EXISTING FLOORING AND BASE WHERE NEW FINISHES ARE SPECIFIED . REFER TO SHEET IA -6.1 FOR NEW FINISHES. 0 REMOVE RELITE AND INFILL WALL TO MATCH ADJACENT SURFACE. to DEMO TOP PORTION OF WALL. WALL TO RECEIVE NEW RELITES. REFER TO SHEET IA -4.1 FOR ADDITIONAL INFORMATION. Co DEMO EXISTING GRID. REFER TO NEW CEILING LAYOUT ON SHEET IA -3.1 0 MODIFY /RELOCATE EXISTING SPRINKLER HEAD LAYOUT AS REQUIRED BY NEW LAYOUT. `1: 0 3 ....07 8Y DEMO PLAN Sheet No. I A -2.1 f? 2002, JPC ArcHwes, PU.0 T z • FLOOR NOTES I. INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS ARE GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT THE GUARANTEES OF ACCURACY: FIELD VERIFY ALL EXISTING CONDITIONS. 2. M■INTAIN A CLEAR AND UNO3STRUCTED PATH TO EXITS AT ALL TIMES. 3. PROVIDL FIRE TREATED WOOD BLOCKING OR EQUIVALENT SHEET METAL AT ALL MILLWORK. j 4- PROVIDE FIRE RATED GROUTING OR SAFING AT ALL FLOOR PENETRATIONS AS REQUIRED COORDINATE WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DOCUMENTS. 5. PROVIDE SEISMIC WALL BRACING AT N 'PP B C G ALL U Sl ORTED NON- LOADED) INTERIOR PARTITIONS OVER 8' -0" IN LENGTH. ER DETAIL 1/IA -9 -1- 6. PROVIDE SEISMIC WALL BRACING AT ALL WALLS, SUPPORTING SHELVES WALL CABINETS OR WALL MOUNTED ITEMS. 7. REFER TO ORIGINAL SHELL AND CORE DOCUMENTS FOR INFORMATION REGARDING FURRING OF STRUCTURAL SUPPORT COLUMNS AT BUILDING INTERIOR2 AND PERIMETER- 8. ITEMS NOTED BY 'D" ARE TO BE REMOVED. ITEMS NGTED BY ^ N" ARE NEW. ITEMS NOTED BY 'R" ARE RELOCATED. ITEMS WITHOUT NOTAT'.)N ARE EX'ST1N(,- 9. DOORS WITHOUT AN IDENTIFICATION NUMBER ARE EXISTING WITHOUT MODIFICATION U.N.O. 1J. FURNITURE OUTLINES PRO�i1�ED FOR INFORMATION C'•�L . FURNITURE TO BE SUPPLIED BY OTHERS- CITE MAR ,...n.:,2 KEY NOTES �. ......„...65„....__ 0 NEW GRID HEIGHT WALL PER DETAIL 5/IA -9.1 N EW DOOR, FRAME AND RECITE TO MATCh 2 EXISTING. 30 NEW REL.iTES PER ELEVATION 3/IA -8.2 O PROVIDE FINISHED ENDS WHERE CASEWORK HAS BEEN SHORTENED. FINISHED END PANELS TO MATCH EXITING LAMINATE 0 NEW CABINET PER ELEVATION 10/IA -8.2 0 COORD NATE POWER /DATA REQUIREMENTS AND LAYOUT WITH TENANT AND ELECTRICAL CONTRACTOR. 0 LOCATION OF FM200 CONTROL PANEL. RECESS INTO WALL. 0 EXISTING SINK. ADD HOT WATER TAP ADJACENT TO SINK. REPLACE SINK AND OR FAUCET AS REQUIRED. 0 E ;:ISTIN3 CASEWORK 1p NEW W• -IITE BOARD BY TENANT 11 PROVIDE AS REQUIRED TYVEK OR ARCHITECT APPROVED EQUAL INFILTRATION BARRIER TO At L WALLS IN THIS ROOM. 0 LOCATION FOR FM200 14" DIAMETER TANK. 1 3 CONTRACTOR TO PROVIDE NEW REFRIGERATOR WITH WATER AND ICE MAKER. COORDINATE SIZE AND MODEL WITH TENANT. is PROVIDE SOUND INSULATION TO ALL WALLS IN THIS ROOM. 15 PROVIDE 24 HOUR COOLING. 0 PROVIDE GASKET AND ACTUATED THRESHOLD AT EXISTING DOOR. 0 CAULK AT FLOOR /WALL AND ALL PENETRATIONS TO THIS ROOM. 19 INFILL WALL TO MATCH EXISTING CONSTRUCTION AND ADJACENT FINISHES. 0 RAISE WALLS TO FULL HEIGHT; PROVIDE SOUND INSULATION. 12) D -5.... b - 7 3/ l t - EXISTING OFFICE EXISTING OFFICE EXISTING OFFICE EX IST1N( OF •„ ING 250 EX TI L , r - s ` ' 1 ] 247 1 249 1 ( 252 JPC ARCHITECTS �\ ,' �� \\ . . ~~ — � _ -- NEW OFFICE - - --= 1 _ !HALL 'r 2 HALL I J \ _ _ EXISTING - EXISTING - r -: E a - --1 LW 0 1L__JI EXISTING Fc � EXISTING OFFICE 1 1YP N 1 t o ; j • EXISTING OFFICE -- I { i --- ` EXISTING p l (� / ° :` ,n OFFICE ` "°"' � "`' WA 98004 W11625)641 fiocY.15I637 ci5 1 213 1 � � 217 I 21. ] ] 221 ] EXISTING Q _ 1 a FFI ISTING TOR E 24b I 248 _ HALL " 7 NEW CC 255 254 I OFFICE i 1 I L - -- - -- M N E Y T R E E O 6720 FORT DENT WAY X230 'FORT DENT OFFICE BUILDING TUKWILA, WASHINGTON Design Team JPC 214 �` I 1 234 J EXISTING OFFICE I 10 t9 A 0 - HALL 19 Q3 226 E XI S TIN G OFFICE 40 N 4d 1 1 211 1 1 223 ] z F 232 I + 4 _ KITCHEN 3' -4' 3' -6' 23d�' 219 I L - - ALIGN ' 11 -- f o r I (N) FLC � ► (N) AJGN HALL ALIGN s - � ! — ' - SCOPE OF — ---- WORK _ F.E.C. 3 21e j ± • ' OC EXISTING — � 16 I -• — OFFICE 111211: O f et 230 } 209 ► f) COPS CENTER I SERVER GO) " { ' v_._. -_. - �_ . . �i } ` I I f OFFICE - I 220; I _ 1 225 J %t • -, ` - . I 208 I , EXISTING \ = 1 TrP OFFICE / t 1 207 J I f = I Sr.. \\O, t8 / or.. J M I I _ I ,� f Mocked D AD at -- f I LEI - - = _ Ii - { _ ...®.....__. -.. / li ' No. 02 - 100-0501 EXISTING OFFICE a O RECEPTION 1 205 I J ] 201 I Revisions NQ OMB Dstap 5 / •-' , i y��+ ' p- I \ ' , • 03- 1 0 -03 PERMIT SUBMITTAL / / Y / , F 03 -1 1 -03 CONSTRUCTION ISSUE EXISTING CONFERENCE J_ 03 -1 7 -03 PERMIT RE✓IS!ON # 1 1 203 I ' f / 7 a / Z /P Registration it / ® /// 64C 5 s � . D i; � ;'HliCT ANN KUSKA DERR &ATE OF WASHINGTON Keyplan R ctn E Kam , ' R )00" '' E ' 3417, - ..,, Sheet Title FLOOR PLAN Sheet No. I A -3.1 FLOOR PLAN - 2ND FLOOR Scale: 1/8 " =1' - 0" - © 2002. JPC Arc *Kite, PLIC T z • g z° GENERAL NOTES 1 _ ALL INFORMATION SHOWN ON THE MANIACS RELATIVE TO EXISTING GONDMONS ARE Go. ='u AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT THE GUARANTIES OF ACCURACY, THE CONTRACTOR SHALL MELD VERIFY ALL EXISTING C ONDmoNS. 2. REFER TO SHE AND CORE RAWINGS FOR STAIR AND CORE ROOM LL I NFORMATION 3 MECHANI E LECTRICAL MD LI AFETY IS TO BE USED ARE SH O WN INFORMA PROVIDED BY OTHERS AND BASED FOP COORDINATION ON S PURPOSES ONLY. 4 PROVIDE FIRE RATED GROUTING OR SAFl NG AT ALL CEILING PENETRATIONS AS REQUIRED TO MAINTAIN FIRE RATING REQUIREMENTS. COORDINATE WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DOCUMENTS. ( 5- CONTRACTOR TO PROVIDE AN ALLOWANCE FOR ADDITIONAL CEILING EXIT SIGNS PENDING CITY INSPECTION REQUIREMENTS. 6. AS REQUIRED ALL SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH UBC 713.10 AND ALL FIRE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH UBC 713.11. 7. EXIT ILLUMINATION LIGHTS WILL HAVE EMERGENCY BAC ✓ -UP POW_R PER 1997 UBC. 8 ITEMS NOTED BY "ARE TO BE REMOVED. ITEMS NOTED BY "N" ARE NEW ITEMS NOTED BY "R" ARE RELOCATED. ITEMS WITHOUT NOTATION ARE EX,STiNG. N AREAS OF CONSTRUCTION, RF. AIR GRID AND INSTALL ,_F. -.S <.EQUIRED. REPLACE STAINED .- D.• • ED TILE. ../- ' 0 PR OVIDE SEISMIC RA I'4 AT GWB CEILING. P_r•ER TO DETAIL 19/IA -9.1. ' JPC ARCHITECTS \ ;' 7i / \\ , / am / 853 11012t Are NE - . Saab 100 Sellev, WA ~ btt 4 fa�c o37 x200 to I _ s s _ _ _ _ { Y 1 t ii � ' - -r 4 A I � 1 r - * - 1 �- ' I . f � - I _ SCOPE OF WORK =~' i } I I - } ■ - ! r - _ Id - , I t 1 1 _ 1 ' ! i 1 i 4 I - -- - - _ �• i --4- + - `� + .....II/ j ! -- ; t ! � t i I I r"'� � �� a �� ( I ■ I {l l t _ ___ _ . i ; . ! I { + - al F 1 - E - i j -- r 4 1 -..-,•-•"71..........1 . I ' •— i I Ira ! ,� M O I� E Y T R E E 6720 FORT DENT WAY #230 FORT DENT O FFICE BUILDING TUKWILA� WASHINGTON Design Team him JPC f 0�`° t It { 1 I I { i i _ I I ! I , - I 1 i ��� + ! I I I': . � , ■ , • = T — I • _ \ I _ � 1 -. m - � • R }�� i i e - - _ -- _� I I I ® e li r " f i I i Q -- r - `' _ �? • '_ �� � ; _ g N © - MIN ` • ' © :. _ _� T . .:.. � �� KEY NOTES s 01 EXISTING CEILING GRID AND TILES ', NEW GWB CEILING. SEE DETAIL 16/IA - 9.1 FOR TRANSITION TO CEILING GRID AND TILE. O MODIFY SWITCHING AS REQUIRED FOR NEW LIGHTING LAYOUT REMOVE SWITCH PROVIDE LIGHT FIXTURE RATED TENTING AND FIRE DAMPER AT 5 , CEILING HVAC AS REQUIRED. © PROVIDE VINYL FACED ACOUSTIC CEILING TILE, SECURE WITH GAS.iETING AND CUPS. ( RELOCATE HVAC GRILLS ON INSIDE VERTICAL FACE OF SOFFITS 7 AS REQUIRED. CM'PF+c n j, cY "Iii U A ±: p MAR 2 1 2i. z. ►,,:; 5. . p C253 ...6 7 g' _ 1 1 1 I .p O _ - -° NO I � -- ► LESS THAN box OF THE LIGHTING IS NEW AREA OF CONSTUCT1ON 3038 SOFT 1 - i' _ 3646 WATTS ALLOWED PER SOFT 1:11.01bIG 26 e =1200 78W100%1=1200 / I I I IM or..r. JM / = ® 12 0 11 0 50W =550 o.� AD � s c I € I r TOTAL = 3778W O 780=78 49 O 100W =900 or. • L ~ I + {�N-° i , . , 0 / ' ' J N rt 1 ! P' tNo 02 100 - 0501 ! te / �� r \ j _ . z �+ i ( 1 / ... t � OAL = 1528 1 o bo w =60 s o 74w =sss 12 O 26W =312 Revisions Doi Doecdpion _ • - •, I I _ .._ ` - - .:,_ i o t , �• I • _ I ?i ! ,— — - _ � " _ ° ` � I tt I Q� y ■ S 0 35W= 280 & TOTAL = 1318 I r7 L ( 03 - 10 - 03 PERMIT SUBMITTAL 7 / � _ 03 -1 1 -03 CONSTRUCTION ISSUE �- ' ■ TOTAL WATTS 3568 I - ° t 03 - -03 PERMIT REVISION # '_"'_ _""' �,. -' i - �'� --- " �_� •.�. s,.. _ :::> Mil 4 _ 1:111------- Ell III �.. h f N b B N-1. I op 1°• / J \ y -- N -Ir 7X• ', _.. ....: ' i �d- -t 0 0 Q -° ,,— II x : t o Z \l N -d N-d N-u 1L V lorl Registration _���-° "4b -° � / � H 4- s REGISTERED ANN KUSKA TERN STATE OF WASF'INGTON �•i ..... — n° INS -- r-"- I N -° 4 �" N-tr - :41—, 1 / a . I ` b \ ` N - ANT b (k AN -b � .• N I b xff ■ _ �- \. Keyplan CIS. EF Fr ,, MAR rKE ) 1 : FLOOR CEILING PLAN — 2ND ENLARGED PLAN K.Yz / / Scale: 1/8 " -1' -0" S ca l e: 1 " = 1' —O" SYMBOLS LEGEND R = RELOCATED fa y SURFACE MOUNTED CONTINUOUS RECESSED LOW VOLTAGE DOWN LIGHT Sheet Title CEILING PLAN D = DEMOLISHED 0 N = NEW A FLUORESCENT COVE THAT IS FIELD FIXTURES CURVABLE. USE ON ALL CURVED MFG: HALO SOFFITED AREAS. SEE LIGHTING PLAN STYLE: RECESSED MR16 DOWNLIGHT 2X4 LIGHTING MFG: BELFER MODEL: H7LVIC -2416 MODEL: #2855 TWO LAMP(40 ") & LAMP: 35W 12V MR16 � 2X2 LIGHTING #285 ONE LAMP (20 ") FX2 FIELD FINISH: SPECULAR REFLECTOR LENGTH: SEE PLAN FOR EXACT LENGTH C4 LOW VOLTAGE WALL WASHER DOWNLIGHT LAY -OUT MFG: CONTECH EXIT LIGHT LAMP: (2) F40TT 3500 DEGREE KELVIN STYLE: STAR ONE 82 CRI MODEL: CTR1624-P TOGGLE. SWITCH WATTS: 74 LAMP: 35W 12V MR16 FINISH: WHITE P: SURFACE MOUNTED CONTINUOUS II AIR RETURN GRILL B FLUORESCENT COVE FOR STRAIGHT RUNS. e e LOW VOLTAGE TRACK LIGHTING USE ON ALL STRAIGHT RUN MFG: IDL III AIR SUPPLY GRILL CONFIGURATIONS. SEE LIGHTING PLAN. 4MM WIDE BENDABLE LAYERED ALUMINUM MFG: BELFER TRACK W/ CABLE SUSPENSION. SMOKE DETECTOR MODEL: #2855 TWO LAMP(40 ") & #A500 -180 DEGREE SWIVEL HEADS, #2857 ONE LAMP (20 ") NX2 STRAIGHT SOLID ALUMINUM W /SANDBLAST FINISH 0 SPEAKER UN LENGTH: SEE PLAN FOR EXACT LENGTH LAY -OUT LAMP: (2)F40TT 3500 DEGREE KELVIN 0 B/S RECESSED COMPACT FLUORESCENT 82CRI WATTS: 74 Sheet No. II A 4 P 2002. JPC ArchlYCb, RIC g z° Scale: 1/8"=V-0" ' -0" SCOPE OF WORK EXISTING OFFICE 1 213 I EXISTING OFFICE 211 1 EXISTING OFFICE t 209 EXISTING OFFICE I 207 EXISTING OFFICE EXISTING CONFERENCE FINISH PLAN - 2ND FLOOR � 214 � HALL EXISTING OFFICE _LT715 EXISTING I 217 1 EXISTING OFFICE 1 221 I EXISTING OFFICE EXISTING OFFICE 1 244 I NEW OFFICE 237 I NEW OFFICE d® v ! v � B1) E EXISTING OFFICE EXISTING O 246 EXISTING OFFICE 1 247 1 KEY NOTES 11 NEW VCT TO MATCH EXISTING ADJACENT FINISH. EXISITING WALL FINISH TO REMAIN PAINT NEW WALL INFILL TO MATCH EXISTING ADJACENT WALL FINISH (i) TOUCH UP EXISTING PAINT THROUGHOUT AS REQUIRED TO OBTAIN LIKE NEW APPEARANCE 0) PROVIDE 1/2" X1/2" S.S. ANGLE. (TRANSITION FROM WALL COVERING TO PAINT) 1. FLOORING 1 C, BE CARPET (Cl) DIRECT GLUE DOWN UNLESS OTHERWISE NOTED. FOLLOW CR! GUIDEUNES FOR INSTALLATION. 2. WALLS TO RECEIVE 4" HIGH RUBBER BASE RB1, THROUGHOUT UNLESS NOTED OTHERWISE. 3. 4. WALLS TO RECEIVE P1 THROUGHOUT UNLESS NOTED CTHERWSE. FOLLOW MANUFACTURER PROVIDED DETAILED INSTALLATION GUIDELINES & USING MFG. RECOMMENDED ADHESIVE PRODUCT OR TOOLS AS RECUIRED. PROVIDE TENANT WITH MANUFACTURER RECOMMENDED CARE AN Is MAINTENANCE INSTRUCT' CNS. 5. BUILDING STANDARD DOORS THROUGHOUT UNLESS NOTED OTHERWISE. 6. SUBMIT SAMPLES TO DESIGN ARCHITECT FOR APPROVAL - PRICR TO INSTALLATION CARPET I2 2 Ei BASE e 2 PLASTIC LAMINATE � TACKABLE SURFACE GENERAL NOTES FINISH LEGEND MFR.: J&J COMMERCIAL STYLE: FUNCTION 4670 COLOR: 322D RHOMBUS LOCATION: ALL ^.REAS U.N.O. MFR.: J&J COMMERCIAL STYLE FORM 4640 COLOR: 322D RHOMBUS LOCATION: ALL AREr.7..; '2.N.O EXISTING FINISH TO REMAIN 81 MFR.: TO MATCH EXISTING WALL TREATMENT MFR.. RODDA COLOR: 387.1 JGHT TAN /PINK FINISH: EGGSHELL; SEMI -GLOSS AT WET AREAS LOCATIONS: ALL AREAS U.N.O. MFR.: SHERWIN WILLIAMS COLOR: SW1376 SNAPDRAGON FINISH: EGGSHELL LOCATIONS: ACCENT PAINT AS NOTED ON PLAN MFR.: RODDA COLOR: 533.4 COBALT °LUE F'NISH: EGGSHELL LOCATIONS: ACCENT PAINT AS NOTED ON PLAN MFR.: RODDA COLOR: 493.3 RAPTURE MEDIUM LAVENDAR FINISH: EGGSHELL LOCATIONS: ACCENT PAINT AS NOTED ON PLAN MFR.: RODDA COLOR: 409.2 SURPRISE F'NK FINISH: EGGSHELL LOCATIONS: ACCENT PAINT AS NOTED ON P LAN MFR.: RODDA COLOR: 478.3 PERIWINKLE BLUE FINISH: EGGSHELL LOCATIONS: ACCENT PAINT AS NOTED ON PLAN MFR.: SHERWIN WILLIAMS COLOR: 1943 MOONGLOW FINISH: EGGSHELL LOCATIONS: GWB CEILING PAINT AT RECEPTION VCT FLOOR TILE Fill MFR.: MANNINGTON 12X12 VCT TILE STYLE: ESSENTIALS COLOR: 102 STONE GRAY LOCATION: FILE ROOM; AND COFFEE /COPY CHECKER BOARD PATTERN, MFG: KNOLL ei-) STYLE: GEM EC525/2 COLOR: DIAMOND BACKING: ACRYLIC LOCATION: RECEPTION AS NOTED MFR.: MANNINGTON 12X12 VCT TILE STYLE: ESSENTIALS COLOR: 202 NAVY LOCATION: COFFEE /COPY CHECKER BOARD PATTERN. MFG: NEVAMAR COLOR: MXT -003T SILVER ALU METALX FINISH: TEXTURED LOCATION: RECEPTION DESK WORK SURFACE DIST: PBS SUPPLY 206 - 623 -5460 STYLE: VYN -L -CORK COLOR: 2162 FRENCH GRAY THICKNESS: 1/4" LOCATION: RECEPTION DESK MAR 2120 JPC ARCHITECTS 6720 FORT DENT WAY *230 FORT DENT OFFICE BUILDING TUKWILA, WASHINGTON Design Team tea Oman Chocked alb JPC Paled Na. No ar 365 TIOth Are NE - Suite too Bellew& WA 98004 tei K25i 641 -9200, fax 44'.>'1637 -a200 ■ M ON EYTREE JPC JM AD 02 -10U -0501 Revisions a.celpacn 03-10-03 PERMIT SUBMITTAL 03-11-03 CONSTRUCTION ISSUE 03 -17 -03 PERMIT REVISION #1 Registration REGISTERED ITECT ANN KUSKA DERR STATE OF WASeNNGTON Keyplan Sheet Title FINISH PLAN 2002, JPC Nehlbrb, Pu Sheet No. IA -6.1 (5 78 . 4 RECEPTION ELEVATION Scale: 1/2"=1' -0" RECESSED LOW VOLTAGE LIGHT, REFER TO RCP IA -4.1 METAL "J' BEAD 3/4" GLASS W/ PENCIL POLISHED EDGE; SANDBLAST UNDERSIDE. PAINT GWB BELOW WHITE, SECURE GLASS INTO PLACE. 15 5/8" GWB 5/8" GWB NOT USED Scale: 1/2"= 1 '-0" 1 /A -8.1 NICHE DETAIL Scale: 3 " =1 -0" 1/1A-8.1 REF IA - S.1 VARIES k BREAKROOM ELEVATION Scale: 1/2"= 1 ' -0" I /!A -8.1 EQ NEW PLAM CLOSET. LAMINATE TO MATCH EXISTING KITCHEN PLAM. 4' -0" 4' -0" J — BREAKROOM RELITE Scale: 1/2"= 1 ' -0" REF: IA -8.1 EXISTING CASEWORK EXISTING CASEWORK WOOD FINISH AND ' ART CLASS - TEMPERED GLASS TRA GLAS REL:'E DETAIL TO PATTERN: ULTRA SWEEP MATCH BUILDING REP GEORGE WALKER STANCARD 2 ;fi -780- "S83 2 EQ SPACES EQ 6" OPEN TD BEYOND •� f CITY CI T A MAR 21 an ! O37 ,JPC ARCHITECTS i 355 110t21 Iere & - Sutto 100 Bellevue. WA 98004 tel 14251641 -9200, fax 4429 537-8200 6720 FORT DENT WAY *230 FORT DENT OFFICE BUILDING TUKWILA, WASHINGTON Design Team JPC Prarct No JPC JM AD 02-100-0501 M ON EYTREE Revisions No *ft 03- -10 -03 PERMIT SUBM'TTAL 03-11-03 CONSTRUCTION ISSUE 03 -17 -03 PERMIT REVISION #' Registration Keyplan Sheet Title ELEVATIONS Sheet No. IA-8.2 © 2002. JPC Area.* PLLC 1. a RECEPTION ENLARGED PLAN Scale: 1/4"=1 1-1/2" GROMMET WITH PLASTIC BUSHING, AS REQUIRED P -LAM (PL -1) WORKSURFACE WITH SOLID WOOD EDGE P - -LAM (PL -1) TYP. P -LAM (PL -1) TYP. WIRE TRAY P -LAM (PL -1) SUPPORT AS REQUIRED RUBBER BASE, TYP. DESK SECTION Scale: 1 " =1' -0" 6 GROMMET TYP. 10 d / 11121t Z- e tt. • _ _6 3 /IA - 8.1 2' -6" (VARIES) 3/4" GLAOS TRANSACTION TOP (SANDBLAST UNDERSIDE) (GL1) SURFACE MOUNTED UNDER CABINET ,, N FLUORESCENT LIGHT FORBO CORK TASK PANEL (1/4" THK) #2162 1-1/2" GROMMET WITH - '� 5 PLASTIC BUSHING, AS REQUIRED P -LAM (PL -1) 2' -6" WORKSURFACE WITH AL (VARIES) SOLID WOOD EDGE P -LAM (PL -1) TYe. P -LAM (PL -1) TYP. WIRE TRAY P -LAM (PL -1) SUPPORT AS REQUIRED RUBBER BASE, TYP. --� DESK SECTION Scale: 1 " =1' -O" 3 _1, 2 "\ -- - #. — 3/4" DIA. x 1" STAINLESS v. STEEL BUSHING ALrCN 6 N * ALIGM , ..-3€ ` + . -. +361 g I ▪ 2 -0" _ If I f : 1 4 1/4" €/IA -8.1 1' -1" REF. IA- 3. PP >r� 1" 6/IA -8. 1 MAPLE VENEER MAPLE VENEER y4"4" REVEAL MAPLE VENEER - BRUSHED STAINLESS STEEL BASE BRUSHED STAINLESS I STEEL BASE N 16 a W al w Scale: 1"=1 -0" OPEN TO BEYOND PLAM TOP WITI I WOOD EDGE AND BACKSPLASH MAPLE VENEER SOLID MAPLE HARDWOOD EDGE Scale: 1"= 1 ' -0" I I S 2' -6" RECEPTION ELEVATION Scale: 1/2"--1'-0" P -LAM WORK SURFACE - (PL1) OPEN TO BEYOND 9 DESK DETAIL 2' -6" (VARIES) FORBO CORK TACK PANEL (1/4" THK) #2162 DESK SECTION A FILES r 6 /IA -8.1 Scale: 1/2 " =1' -O" 1/IA - * 1 1/2" 1 /41" LAT E.Q. E.Q. RECEP ION ELEVATION 6/IA -8.1 RAI_ TILES PROVIDE BLKG AT LOCATIONS SHOWN MELAMINE AT ALL CABINET INTERIORS TYP. HAFELE STAINLESS STEEL HANDLES #115.60 HARDWARE I� WOOD VENEER (WD -1) AT ALL VERT. l ' EXTERIOR SURFACES TYP. aDl REF: IA -8.1 W v LATER FILES 1'- 1/B REVEALS -PAINT BLACK f 3/4' DIA. STAINLESS STEEL BUSHING TYP 4" RUBBER BASE • AT TOE KICK -07 DESK SECTION -GLASS TRANSACTON TOP SANDBLAST UNDERSIDE MAPLE VENEER - STAINLESS STEEL , s --2.-6" --s BASE TACKABLE SURFACE TRIM WITH METAL BEAD AT EXPOSED EDGES. P -LAM COUNTER TOP & BACKSPLASH � - PROVIDE BLKG AT - LOCATIONS SHOWN -- -- MELAMINE AT ALL CABINET INTERIORS TYP. HAFELE STAINLESS STEEL HANDLES #115.60 HARDWARE WOOD VENEER (WD1) AT ALL VERT. EXTERIOR SURFACES TYP. Scale: 1"= 1' -0" 6/IA -8.1 P -LAM CABINETS (P WITH (2) ADJUSTABLE SHELVES P -LAM COUNTERTOP (PL1) UNDERCABINET LIGHT I Scale: 1/2"=1' -0" P -LAM - COUNTER TOP U, RUBBER BASE no - FAX 1 PLAM WIRE TRAY RUBBER BASE BOX /BOX /FILE RECEPTION ELEVATION --- 1' -2 " 3 EQ SP. VARIES RECEPTION ELEV. Scale: 1/2 " =1' -0" REF: IA -8.1 1/4" 1' -1 1/2" /IA -S , N, l, " — WOOD VEENEER (WD1) AT ALL EXPOSED EXTERIOR SURFACES TYP. -- MELAMINE ON ALL INTERIOR SURFACES — TOUCH LATCH HARDWARE TYP. - SHELF PIN HOLES ® 1" O.C. TYP. UNDER CABINET STRIP FIXT. LIGHTOLIER TCU SERIES - P -LAM PARTITION SUPPORTS AS NEEDED) Scale: 1"= 1 -0" 6/IA -8.1 BASE H 11 h DESK SECTION DC GM OF TI.TrWillA MAR 2 12 3 JPC ARCHITECTS -- - �� 355 110t2+ are rE .spits 100 Belnnr, WA 99004 W114251641-9200, fax 14251637 '400 =.s JPCF_Ro. M ON EYTREE 6720 FORT DENT WAY *230 FORT DENT OFFICE BUILDING TUKWIL A, WASHINGTON Design Team JPC JM AD 02- 100 -0501 Revisions Nn D 03 -10 -03 PERMIT SUBMITTAL 03-11-03 CONSTRUCTION ISSUE 03 -17 -03 PERMIT REVISION #1 oa.aipRUn Registration Keyplan . OFEUK ILA MAR t 8 ?003 Sheet Title ENLARGED PLAN & ELEVATIONS Sheet No. IA -8.1 n 2002. JPC NrI s * PU.0 i CROSS RUNNER -- 1 -01 HEAD AT NON - LOADED PARTITION Scope: 3" = 1' -0' Scale: 3" = 1' -0" 2" �tu1�AX MAIN RUNNER 1. CONTRACTOR TO PROVIDE ATTACHMENT OF BRACING WIRE AS NECESSARY FOR SUPPORT OF THE IMPOSED GRAVITY AND SEISMIC LOADS. 2. SEISMIC BRACING ® 12' -0" O.C. MIN. BOTH DIRECTIONS. 3. #12 GAGE SPLAY WIRE BRACING IN PLANE OF EACH RUNNER. VERTICAL ANGLE = 45' X12 SEISMIC BRACING AT CEILING Scale: NOT TO SCALE Scale: NOT TO SCALE SHOT PIN BY "HILTi OR - �' EQUAL 100LB. MINIMUM PULL OUT TO UNDERSIDE STRUCTURE 8 ; 'GA HANGER GALVANIZED WIRE. SPACING 4' -O" O.C. MAX. �--- 3-1/2" CHANNEL RUNNER 45' S CREW Scale: NOT TO SCALE I BRACE NON -LOAD BEARING PART - IONS AT I 8' -0' O.C. (WHERE WALL RUNS ;;*1SUPPORTED FOR MORE THAN 8' -3". LOCATE F BRACE I AT CENTER PCINT OF UNSUPPORTED WALL *1 j SUBSEQUENT BRACING SPACED AT 8' -O O.C.) r-- BOXED -STUD AT -*" HANGER (12" LONG) 24 " O.C. MAX. SPACING 12 GA. *IRE ATTACHE: TO UNDERSIDE OF SLAB ABOVE --T- 7 7-+ 12 GA. VERT. WIRE HANGER 0 4' -0" O.C. ADJ. HANGER SIZE FOR LOADING PER CODE � — ACOUSTICAL TILE CEILING SHIM �i 5/8" 20 GA METAL CHANNEL BRACING 4' -0" O.C. STUD SPLICED AT HANGER (OPTIONAL) \ \ 2 1/2'' 20 GA , ST EL STUDS i \ 2' -0" O.C. 1 1 - " 5 8 GYPSUM / J WALL BO ARD 7, 9 GWB SEISMIC BRACING AT CEILING S 45 MOM Scale: 3" = 1' -0" Scale: 3 " =1' -0" BRACE NON -LOAD BEARING PARTITION AT 8'-0" O.C. ( WHERE V ALL RUNS UNSUPPORTED FOR ■ORE THAN 8' -0 ". LOCATE FIRST BRACE 0 CTR. PT. OF UNSUPPORTED WALL W/ SUBSEQUENT BRACING SPACED AT 8' -O' O.C.) / GWB CEILING / J, , 3/16"w POWER ACT. FASTENERS, MIN. 1000Ib. PULLOUT (AT STEEL DECK FASTEN W/ (2) # -14 SCREWS 12 GA. WIRE ATTACHED TO UNDERSIDE OF SLAB ABOVE & 3 „1/2 "x18 GA CHANNEL RUNNER ACOUSTICAL INSUL TO 4' -0" EA. SIDE OF CENTER LINE OF WALL AT SOUND WALLS ACOUSTICAL CEILING TILE PROVIDE METAL EDGE, TAPED AND PAINTED WALL COLOR GRID HT. 'PARTITION SHIM 3-1/2” METAL STL D RUNNER SECURE TO GRIDE WI #10 SCREWS 0 24" O.C., PAINT EXT. FLAT BLACK. CONT. 1"x1/8" FOAM AT SOUND WALLS ONE LAYER 5/8" TYPE X GWB EA. SIDE. PROVIDE WATER RESISTANT (GREEN BOARD) AT WET LOCATIONS. SOUND INSULATION AT WALLS AS INDICATED ON PLAN. 3 1 /2" GALV. STL. STUDS 0 24" 0.C. TYP. U.N.O. 4" RUBBER BASE AT CARPET TYP. CONT. MTL. RUNNER ANCHORED TO FLOOR AT 24" O.C. CONT. 1"x1/8" FOAM TAPE AT SOUND PARTITION Fr CEILING DETAIL 8' -6" A.F.F. � — ACOUSTICAL TILE CEILING GENERAL NOTES 1. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT Ir+E USE OF A KEY OR ANY SPECIAL KNOWLEDGE- ( 1997 UBC 1004.3 ) 2. COORDINATE KEYING WITH TENANT AND BUILDING LANDLORD. 3. PROVIDE EXIT DEVICE OR PANIC HARDWARE AS REQUIRED 4. ALL DOOR HARDWARE SHALL BE LEVER STYLE HARDWARE CONFORMING TO BARRIER cREE DESIGN REQUIREMENTS. 5. REFER TO SHELL AND CORE ARCHITECTURAL DRAWING FOR DOOR AND HARDWARE TYPES FOR BUILDING SHELL AND CORE DOORS 6. ALL HARDWARE SHALL BE BUILDING STANDARD UNLESS NOTED OTHERWISE. 7. CONTRACTOR SHALL CONFIRM EXISTING DOORS AND HARDWARE CONFORM TO BARRIER FREE AND EXITING REQUIREMENTS. 8. CONTRACTOR SHALL CONFIRM EXISTING EXIT ENCLOSURE DOORS AND HARDWARE CONFORM TO UBC SECTION 100° 3.3.5. DOOR HARDWARE SCHEDULE HW -a HW -b B/S HARDWARE (LOCKING) B/S HARDWARE (LATCHING) DOOR TYPE LEGEND * CONFORM TO ALL CODES AND ORDINANCES FOR WASHINGTON STATE BARRIER FREE DESIGN. ' CONFORM TO UBC CODES AND REQUIREMENTS FOR SAFETY GLAZING (UBC SECTION 2406). O 3' -0" x 8' -0" BUILDING STANDARD HARDWOOD VENEER DOOR /RELITE IN WOOD FRAME. 1 — TEMPERED GLASS TYP. 11 5/8" G.W.B. PAINTED B STRUCTURE ABOVE Scale: 1 " =1' -0" PAIR 2' -6" x 8' -0" BUILDING STANDARD HARDWOOD VENEER DOOR IN WOOD FRAME. 2-1/2" HEAD TRACK ANCHORED TO STRUCT. ABOVE 14' -6" A.F.F. 4 2 1/2" MTL STUD LIGHT FIXTURE PER ELEC DESIGN -BUILD DRAWINGS CEILING DETAIL r-r PAIR 3' -0" x 8'• -0" BUILDING STANDARD HARDWOOD VENEER FOLDING DOOR IN WOOD FRAME. FINISH FLOOR* CITY Of Ti/qli! -.A A►''ROYED MN 2 1 20C3 355 110th Ave NE -.Suits 100 B.Mnr. WA 90004 tel 14251641-9200, fax 44251537 -a200 6720 FORT DENT WAY #230 FORT DENT OFFICE BUILDING TUKWIL_A, WASHINGTON Design Team Miss Muss Mashed our JPC ARCHITECTS JPC f _ Na JM M ON EYTREE JPC AD 02 -100 -0501 Revisions Net Deb 03-10-03 PERMIT SUBMITTAL 03-11-03 CONSTRUCTION ISSUE 03 -17 -03 PERMIT REVISION #1 Doncripion Registration Keyplan Sheet Title DOOR SCHEDULE WALL /CEILING DETAILS Sheet No. IA -9.1 n 2002. JPC Aia+bar Pu.0