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Home My WebLink AboutPermit D07-078 - STATE FARM MUTUAL AUTOMOBILE INSURANCE - RECEPTION COUNTERSTATE FARM MUTUAL AUTOMOBILE INSURANCE 9835 FORT DENT WY D07 -078 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Phone: Value of Construction: $7,000.00 Type of Fire Protection: SPRINKLER/AFA Type of Construction: VA Iwo City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 2954900445 6835 FORT DENT WY TUKW Contact Person: Name: GRACE ROBINSON Address: 600 UNIVERSITY ST, STE 1818 , SEATTLE WA 98101 Phone: 206 223 -4999 DEVELOPMENT PERMIT STATE FARM MUTUAL AUTOMOBILE INSURANCE 6835 FORT DENT WY , TUKWILA WA STATE FARM MUTUAL AUTO INS ONE STATE FARM PLAZA , NIT: CORPORATE TAX DEPT 61710 Contractor: Name: SWINERTON BLDERS NORTHWEST INC Address: 3030 SW MOODY AV, STE 250 , PORTLAND, WA 97201 -4897 Phone: 425 283 -5278 Contractor License No: SWINEBN970J5 Expiration Date: 06/05/2007 DESCRIPTION OF WORK: DEMOLISH EXISTING RECEPTION COUNTER, PROVIDE NEW RECEPTION COUNTER AND FINISHES AND NEW CEILING SOFFIT AND GLAZED PANELS ON TOP OF COUNTER. * *continued on next page ** doc: IBC-10/06 D07 -078 Permit Number: Issue Date: Permit Expires On: Fees Collected: International Building Code Edition: Occupancy per IBC: Steven M. Mullet, Mayor Steve Lancaster, Director D07 -078 03/26/2007 09/22/2007 $289.13 2003 0008 Printed: 03 -26 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Permit Center Authorized Signature doc: IBC -10/06 I1&Ca— City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: htty: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Thee: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Number: D07 -078 Issue Date: 03/26/2007 Permit Expires On: 09/22/2007 A.9 Date: /2U C Steven M. Mullet, Mayor Steve Lancaster, Director I hereby certify that I have read and -x- ed - permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie • wi , he er 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: Date: 42�a� Print Name: 4/ O1 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. D07 -078 Printed: 03 -26 -2007 Parcel No.: 2954900445 Permit Number: D07 -078 Address: 6835 FORT DENT WY TUB:W Status: ISSUED Suite No: Applied Date: 03/13/2007 Tenant: STATE FARM MUTUAL AUTOMOBILE INSURANCE Issue Date: 03/26/2007 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 9: VALIDITY OF PERMIT: The issuance or granting of a permit 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 ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 10: ** *FIRE DEPARTMENT CONDITIONS * ** 11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 13: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 14: 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 recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) doc: Cond -10/06 D07 -078 Printed: 03 -26 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 15: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA T0) 16: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes such condition or violation. 1T: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila (206)575 -440T. * *continued on next page ** doc: Cond - 10/06 D07 - 078 does not imply approval of Fire Prevention Bureau at Printed: 03 -26 -2007 Signature: Print Name: tep City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 construction or the performance of work. doc: Cond -10/06 D07 -078 Date: /2.C.= ordinances governing or local laws regulating Printed: 03 -26 -2007 Name: (:1rit..c.e• 7 DloN1 Mailing Address: CITY OF TUKWILA Community DevelopmentNpartrnent Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci,tukwila.wa.us • , A 4 E-Mail Address: r-06 e Q cA44. cl GENERAL CONTRACTOR INFORMATION — (Contractor Informationfor Mechanical for Plumbing and Gas Piping (pg 5) Company Name: 5 (le r+) Mailing Address: 51130 1 3-L 6 th Contact Person: eAutA 4 7 E-Mail Address: Contractor Registration Number: ‘4.1 1 t...) e-sh3 C70. S Contact Person: E-Mail Address: Company Name: • - t 7 Mailing Address: 0 0 U 1 6i-, 1616 Contact Person: Q: \ApplicationsWonns-Applications On Lindt3-2006 - Permit Application doc Revised: 4-2006 bit 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** King Co Assessor's Tax No.: ze/Gi+g '-G Site Address: do e e3 3 G Fr.-1- pe....,4- tc)4...... Suite Number: Floor: Tenant Name: 5-F-if 4. pi 4 ,,,+,,,..1 A l 1 n 6 a t z,,,,, New Tenant: El .... Yes 15r..No Property Owners Name: 6-1 - ‘p. 4.-- ill 4/4--wri P 6 )–Ft, rvt.ok ( e . •1, Mailing Address: . f 0 35 f L 4- 9 4 - e - - T J i tf., j LAJ A- City State Zip, Day Telephone: 2-0 — /0/9-3 4.61-61-te I, M ‘MIDI City. State Zip Fax Number: Z 6 — z Z-3— 4ell ZSO - Be-1 Ithic_ 0/9.c City Zip Day Telephone: 1 4 2 6 — Fax Number: 14 —* 2- 3— Expiration Date: CORD - l plans must be wet stamped by Archit of Record 'J q z (r) City State Zip Day Telephone: 2 6 _ 1,4.e4 E-Mail Address: try\ R., ['W.,— ,, r144 Fax Number: 2- 0 ‘1 ENGINEER OF RECORD Al! plans must be wet stamped by Engineer of Record Company Name: Mailing Address: City State Tip Day Telephone: Fax Number: Page 1 of 6 Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ n Scope of Work (please provide detailed information): p,-, "I re‘ ' h i- e , a -�--Nu . 0 - 621? Q p t 9 Will there be new rack storage? ❑ ..Yes o (If yes, a separate permit and plan submittal will be required) Provide Ali. Building: Areasiln Square Footage = Below,: I" Floor 2m Floor 3f Floor Floors ru•7�_ Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 1?-1,35 Interior emodel dditton to . xisting tructure' * Type of onstrtietio per IBC F PLANNING DIVISION: QA Applications On Lined -2006 - Permit Appliation.d_oc Revised: 4 -2006 bh 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): 01 /p 33 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: t 31 Compact 2 Handicap: 2 Will there be a change in use? ❑ ....Yes A.No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers IS.Automatic Fire Alarm ❑..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ..Yes EL.No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. SEPTIC SYSTEM: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 PER NIIT APPLICA'r ON NOTE , ApPiicai le to ail permits in this a 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. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing code (current edition). ,e 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 0 Signature: Print Name: R O A T ORIIZED AGE Date Application Accepted: Mailing Address: t.-{-A T) 5 ; 1 /> D 0r 1/ /,p- g -E 5f • wU + I U l v �l city 5/ t Z/v 5 eQ L '1 /O/ State Zip Date: Day Telephone: 2. Date Application Expires: 1 12 4 .31. Q:Upplications\Ponns- Applications On Line\3 -2006 - Permit Application. doe Revised: 4-2006 bh Staff Initials: Page 6 of 6 i Fixture Type:: " Qty Fixture Typ Qty ° Fixture Ty a . ::Qty Fixture Type Qty Bathtub or combination bath/shower ' Drinking fountai or water cooler (per head) Wash foun a • Gas piping outl is Bidet Food -waste grinder, commercial Recep • r, indirect w Clothes washer, domestic Floor drain S• s Dental unit, cuspidor Shower, single head trap ‘ rinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of wate piping and/or water treati r,_ equipment • Repair or alteration •f drainage or vent r • ing Medical gas piping system serving one to five inlets/outlets for specific gas Additional medi gas inlets/outlets — ' or more PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City Stat Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Project (co tractor's bid price): $ Scope of Work (please pro ' e detailed information): Indicate type of plumbing fixtures and/or g iping outlets being installed and the tity below: Q:Npplications\Forms- Applications On Line\3-2006 - Permit Application.doc Revised: 4-2006 bh Zip Page 5 of 6 Receipt No.: R07 -00436 Payee: SWINERTON BUILDERS NORTHWEST, INC. TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http://www.citukwila.wa.us RECEIPT Parcel No.: 2954900445 Permit Number: D07 -078 Address: 6835 FORT DENT WY TUKW Status: APPROVED Suite No: Applied Date: 03/13/2007 Applicant: STATE FARM MUTUAL AUTOMOBILE INSURANCE Issue Date: Initials: JEM Payment Date: 03/26/2007 02:20 PM User ID: 1165 Balance: $0.00 Amount Payment Check 1196 177.00 Account Code Current Pmts 000/322.100 172.50 000/386.904 4.50 Total: $177.00 Payment Amount: $177.00 doc: Receiot -06 Printed: 03 -26 -2007 Receipt No.: R07 -00346 Payee: GRACE II ROBINSON ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us RECEIPT Parcel No.: 2954900445 Permit Number: D07 -078 Address: 6835 FORT DENT WY TUKW Status: PENDING Suite No: Applied Date: 03/13/2007 Applicant: STATE FARM MUTUAL AUTOMOBILE INSURANCE Issue Date: Initials: JEM Payment Date: 03/13/2007 08:35 AM User ID: 1165 Balance: $177.00 TRANSACTION LIST: Type Method Description Amount Payment Check 2026 112.13 Account Code Current Pmts 000/345.830 112.13 Total: $112.13 Payment Amount: $112.13 T?27:c 0/13 T716 TOTAL 112 doc: Receiot -06 Printed: 03 -13 -2007 Project: •57'2 7. /f2/fi71 Type of Inspection: ,// "-J / Address: ((635 i R �v/l Date Called: Special Instructions: Date Wanted: ,j- 0 Cam p.m. Requester: Phone No: _.-2--0 - /c3 - 5 -6 /6 4 ,D 7- 6 7 5 NSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: Inspe Date: ., 5 U .00 REINSPECTION FE EQUIR . Prior to inspection. fee must be paid at 6300 Southcenter BI .. Sui 100. Call the schedule reinspection. 'Receipt No.: 'Date: `proved per applicable codes. El Corrections required prior to approval. - ; > . : ' .c rl ,. - -:,en _ cc- - _ 'Se •1� --,e . ,.. _ Project: .5 it) /7 ,�}� 7 y�� k4/ Type of Inspection: 7- /2'77/7 1 /n/ Address: / Date Called: Special Instructions: 0 `/ ��(�� Date Wanted: - zL / -0 C�. p.m. Requester Phone No: > 2s ..7 - 5 yew PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43- 670 INSPECTION NO. INSPECTION RECORD Retain a copy with permit Approved per applicable codes. n Corrections required prior to approval. COMMENTS: llc y— zc1- -0 .00 REINSPECTION FEE RUIRED.1Pri r to inspection, fee must be id at 6300 Southcenter Blv ., Suite 10 Call to sechedule reinspection. eipt No.: Date: Date: a.iieiJ�$ ? .n ,. .. Project: 5 F9,d>r? ill w4-ia 1 Type of Inspection: 1:,>z n5s. 1 Address: G? 3 /o�-1 -v - ke, Suite #: Contact Person: C h,40C Special Instructions: Phone No.: ZvG 7g3- .fib` , P 6 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: R Approved per applicable codes. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT C)7 07 P PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 ri Corrections required prior to approval. COMMENTS: 1'i r7 F 1 c Inspector: ,542s7 Date: 0,g- Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 J DEPARTMENTS: (/ Bui ing Division iN Publi Works Ni 3.1 Complete Comments: TUES/THURS ROUTING: Please Route Notation: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -078 DATE: 03 -13 -07 PROJECT NAME: STATE FARM SITE ADDRESS: 6835 FORT DENT WY X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued ill Awc ri Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Structural Review Required n 3'd 1 aPf nning Division I Permit Coordinator ❑ DUE DATE: 03-15-07 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: 04 -12-07 Approved ❑ Approved with Conditions d Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Business Owner Information Name Role Effective Date Expiration Date SUNDGREN, DONALD E PRESIDENT 08/18/2003 GRAY, LYN M SECRETARY 04 /25/2003 MOY, RODNEY R SECRETARY 04 /25/2003 ARGILLA, LUKE P VICE PRESIDENT 04 /25/2003 GILETTE, JAMES R VICE PRESIDENT 04 /25/2003 RE, MICHAEL VICE PRESIDENT 04 /25/2003 Look Up a Contractor, Electrir;an or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License Licensee Name Licensee Type UBI Ind. Ins. Account Id Business Type Address 1 Address 2 City County State Zip Phone Status Specialty I Specialty 2 Effective Date Expiration Date Suspend Date Separation Date Parent Company Previous License Next License Associated License SWINEBN970J5 SWINERTON BLDERS NORTHWEST INC CONSTRUCTION CONTRACTOR 601689462 CORPORATION 3030 SW MOODY AVE STE 250 PORTLAND OUT OF STATE OR 972014897 5032222000 ACTIVE GENERAL UNUSED 4/25/2003 6/5/2007 SWINTBO997JT SWINEW *336J4 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= SWINEBN970J5 03/26/2007 • OCCUPANCY B OCCUPANCY USE: GENERAL OFFICE SITE AREA: 171,638 Sq.ft AREA: PARCEL NUMBER 0 4 -� 4+• AGENCY NOTES LEGAL DESCRIPTION VICINITY MAP ` 1 5 2 d $ 1526+ P1 'Fig • ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT HIGHWAY ENGINEER'S STATION P.O.T. (2M) 127+75.0 ON THE 2M LINE SHOWN ON THE STATE HIGHWAY MAP OF PRIMARY STATE HIGHWAY #1 (SR 405) GREEN RIVER INTERCHNAGE, SHEET 2 OF 4 SHEETS, ESTABLISHED BY COMMISSIONIRESOLUTION #3192, FEBRUARY 19, 1962; THENCE, NORTHEASTERLY AT RIGHT ANGLES TO SAID 2M LINE NORTH 30DEGREES 27' 06" EAST A DISTANCE OF 284.88 FEET; THENCE TANGENT TO THE PRECEEDING COURSE ALONG THE ARC OF A CURVE TO TE LEFT HAVING A RADIUS OF 300.00 FEET AND A CENTRL ANGLE OF 08DEGREES 19' 06" AN ARC LENGTH OF 43.56 FEET; THENCE TANGENT TO THE PRECEEDING CURVE NORTH 22DEGREES 08' 00" EAST, A DISTANCE OF 309.43 FEET; THENCE NORTH 63DEGREES 59' 57" EAST, A DISTANCE OF 60.00 FEET, TO A POINT ON THE NORTHEASTERLY LINE OF SOUTHCENTER BOULEVARD AS CONVEYED TO THE CITY OF TUKWILA, BY DEED RECORDED OCTOBER 29, 1974 UNDER AUDITOR'S FILE 7410290105 AND THE TRUE POINT OF BEGINNING OF THE PARCEL TO BE DESCRIBED HEREIN; THENCE NORTH 63DEGREES 35' 49" EAST, A DISTANCE OF 293.37 FEET; THENCE SOUTH 26 DEGREES 24' 11" EAST, A DISTANCE OF 354.91 FEET; THENCE SOUTH 72DEGREES 08' 52" WEST, A DISTANCE OF 27.06 FEET; THENCE SOUTH 72DEGREES 18' 44" WEST A DISTANCE OF 95.05 FEET; THENCE SOUTH 64DEGREES 02' 45" WEST, A DISTANCE OF 114.11 FEET, THENCE SOUTH 58DEGREES 26' 46" WEST 118.30 FEET; THENCE SOUTH 47DEGREES 20' 49" WEST, A DISTANCE OF 279.23 FEET; THENCE NORTH 59DEGREES 32' 54" WEST, A DISTANCE OF 181.55 FEET, TO A POINT ON THE SOUTHWESTERLY LINE OF SOUTHCENTER BOULEVARD; THENCE ALONG THE SOUTHWESTERLY LINE OF SOUTHCENTER BOULEVARD THE FOLLOWING COURSES AND DISTANCES; THENCE NORTH 30DEGREES 27' 06" EAST, A DISTANCE OF 106.52 FEET; THENCE ALONG A CURVE TO THE LEFT, WITH A RADIUS OF 330.00 FEET, AN ARC LENGTH OF 47.91 FEET, AND A CENTRAL ANGLE OF 08DEGREES 19' 06 "; THENCE NORTH 22DEGREES 08` 00" EAST, A DISTANCE OF 223.43 FEET; THENCE ALONG A CURVE TO THE RIGHT, WITH A RADIUS OF 50.00 FEET, AN ARC LENGTH OF 23.17 FEET, AND A CENTRAL ANGLE OF 26 DEGREES 32' 41 ", THENCE NORTH 48DEGREES 40' 41" EAST, A DISTANCE 41.18 FEET; THENCE ALONG A CURVE TO THE LEFT, WITH A RADUUS OF 60.00 FEET, AN ARC LENGTH OF 78.20 FEET, AND A CENTRAL ANGLE OF 74DEGREES 40' 44" AND THE TRUE POINT OF BEGINNING, AND CONTAINING 4.223 ACRES OF LAND. 4th BUILDING SITE s • 1 :: • tf ' : - FULLY SPRINKLERED S 153rd St 7 2954900445 FIRST FLOOR Baku t;fa,d • CODE: SECOND FLOOR 13,350 Sq. ft. STATE FARM SOUTH SEATTLE OC IBC - 2003 EDITION EXISTING 9,530 Sq. ft. TOTAL 22,880 Sq. ft. AREA OF CONSTRUCTION &maw St 200 Sq.ft THE SCOPE OF WORK FOR THIS PERMIT IS THE DEMOLITION OF AN EXISITING RECEPTION COUNTER FINISHES AND GLAZED PANELS AND CEILING LIGHT FIXTURES ABOVE. NEW WORK WILL INCLUDE THE CONSTRUCTION OF A NEW RECEPTION COUNTER GLAZED PANELS, NEW RECEPTION COUNTER FINISHES AND A DROPPED CEILING SOFFIT ABOVE. MECHANICAL AND ELECTRICAL MODIFICATIONS WILL BE BY SEPARATE PERMITS. ANY MODIFICATIONS TO THE SPRINKLER SYSTEM WILL BE BY SEPARATE PERMIT. ANY CHANGES WHICH AFFECT THE EXISTING WASHINGTON STATE NON- RESIDENTIAL ENERGY CODE DATA WILL BE DOCUMENTED IN THE MECHANICAL PERMIT SUBMITTAL UNDER SEPARATE PERMIT. NO SEPA CHECKLIST IS REQUIRED FOR THIS PROJECT. • TUKWILA, WASHINGTON SYMBOLS ROOM REFERENCE DOOR WINDOW TYPE WALL TYPE SHEET NOTES INTERIOR ELEVATION BUILDING SECTION WALL SECTION DETAIL PLAN DETAIL MATCH LINE REVISION PROJECT DESCRIPTION Room 102 J i \ =or Matchline A- FINISH pT -1 RB-1 (CPT -1I SHEET DESIGNATION I' A DISCIPLINE DESIGNATOR SHEET TYPE SUBSET SEQUENTIAL SHEET/ FLOOR NUMBER 2. 2. '15 � SHEET TYPE DESIGNATOR (PLAN, ELEV., SECT., DETAIL) SEPARATE PERMIT REQUIRED FOR: Theis City cf i1: � BUIL.DINS DIVISION PROJECT TEAM OWNER STATE FARM MUTUAL AUTOMOBILE INSURANCE ONE STATE FARM PLAZA BLOOMINGTON, IL 6170-0001 (TEL) (FAX) CONTACT: EMAIL: ARCHITECT & INT. DESIGNER EHS DESIGN, INC. ONE UNION SQUARE 600 UNIVERSITY STREET, SUITE 1818 SEATTLE, WA 98101 (TEL) 206 - 223 -4999 (FAX) 206-223-4990 CONTACT: Grace Robinson EMAIL: goobinson@ehs-design.com CONTRACTOR SWINERTON BUILDERS 3180 139TH AVE SE, SUITE 250 BELLEVUE, WA 98005 (TEL) 425 - 283 -5066 (FAX) 425 - 283 -5291 CONTACT: CHAD CONE, PROJECT ENGINEER EMAIL: ccone@swinerton.com STRUCTURAL ENGINEER NA MECH. & ELEC. ENGINEER DESIGN BUILD UNDER SEPARATE CONTRACT CIVIL ENGINEER ,..�1oc� NA oa. c oti'lpvA ttc � cOpE 1AWt) D VISIO p„,igt NO. PD1r flan review cx,:oval Is subject to en= and al Iola Aiproal c; documents does not authorial the v : _ :. _ z : -=A code or ors nancs. Receipt : : c' f Ons acknotvledgeA By Date: ! 2 ' -- BUIL XNG DIVISION .. _-: ....::_-_ 4t..i 17.:y 4. rw..�. wl ��1 f • • 0 INDEX OF DRAWINGS ISSUED ISSUED FOR REFERENCE CS1.0 COVER SHEET! INDEX CS1.1 ABBREVIATIONS! GENERAL NOTES A1.1 A2.1 A2.2 A6.1 ARCHITECTURAL DRAWINGS REFERENCE SITE PLAN PARTIAL DEMO, FLOOR, & REFLECTED CEILING PLANS CEILING, GLAZING, & CASEWORK DETAILS I 1 REFERENCE FLOOR PLANS -FIRST AND SECOND FLOORS 0 • H cr a. • r .4I r SEAL SEAL PROJECT NArr7E DRAWING ISSUANCE DRAWING HISTORY INFOR'.IATIO'1 . DRAY;;NG TITLE STATE FARM MUTUAL AUTOMOBILE INSURANCE SOUTH SEATTLE OC 6835 FORT DENT WAY TUKWILA, WA 98188 -2253 7031 MARCH 9, 2007 PERMIT SET p. GATE PRO.ECT AR1aER. TEAM: ehs ONE S SOO UNIVERSITY STREET SUITE 1818 SEATTLE. WA 98101 T 206.233.8999 IF 800.897.8999 F 206.233.4990 wmw.eta aeslgnao COVER SHEET/ INDEX D E S I G N OPENOOLLABORAUON CREATIVE APPROACH SA* SOLUTIONS NN VATNE DESIGN SERIOUS FUN STATE FARM GOY. INSURANCE • CS1.1 1300.101 ctt GR, ® 11x6 Or" on. ABBREVIATIONS A.B. A.C. ACCS. ACT. A.D.A. ADJ. AFF ALUM. ALT. ANOD. APPROX. ARCH. BD. BLDG. BLKG. BM. BOT. B/S BSMT. B.U. CAB. C.G. C.J. C.L. CLR. CLG. CLOS. C.M.U. CONC. COL. CONST. CONT. CORR. CPT. C.T. CU.FT. CU.YD. C.W.L. DEMO. D.F. DIA. DIM. DN. DR. D.S. D.W. DWG. EA. E.I.F.S. E.J. ELEC. EL. ELEV. EQ. EQUIP. EXIST. EXP. EXT. F.D. FDN. F.E. F.E.C. F.F. FIN. FLUOR. FIR. F.O.S. F.O.C. F.O.F. F.O.M. ANCHOR BOLT AIR CONDITIONING ACCESSIBLE ACOUSTICAL CEILING TILE AMERICAN DISABILITY ACT ADJUSTABLE ABOVE FINISH FLOOR ALUMINUM ALTERNATE ANODIZED APPROXIMATE ARCH ITECT /ARCHITECTURAL BOARD BUILDING BLOCKING BEAM BOTTOM BUILDING STANDARD BASEMENT BUILT UP CABINET CORNER GUARD CONTROL JOINT CENTER LINE CLEAR CEILING CLOSET CONCRETE MASONRY UNIT CONCRETE COLUMN CONSTRUCTION CONTINUOUS CORRIDOR CARPET CERAMIC TILE CUBIC FOOT CUBIC YARD COLD WATER LINE DEMOLITION DRINKING FOUNTAIN DIAMETER DIMENSION DOWN DOOR DOWNSPOUT DISHWASHER DRAWING EACH EXTERIOR INSULATION & FINISH SYSTEM EXPANSION JOINT ELECTRICAL ELEVATION(HEIGHT) ELEVATION(VI EWYELEVATOR EQUAL EQUIPMENT EXISTING EXPANSION EXTERIOR FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FACE FINISH FLUORESCENT FLOOR FACE OF STUD FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY F.O.I.C. F.O.I.O. F.O.I.T. F.T.I.C. F.T.I.T. FP. FT. F.R.T. FTG. GALV. GA. G.C. G.F.R.C. GL. GND. G.W.B. GYP. H.C. H.B. H.D. HDR. HDWR. HDWD. HM. HOR1Z. HR. HT. H.V.A.C. H.W. H.W.L. I.D. IN. INCAN. INCL. INSUL. INT. JAN. JT. JST. LAM. LAV. L.F. LT. LTG. MAX. MDF MDO MECH. MEMB. MFR. MIN. MISC. MTh. MTL. M.W. N/A N.I.C. NO. NOM. N.T.S. FURNISHED BY OWNER & INSTALLED BY CONTRACTOR FURNISHED BY OWNER & INSTALLED BY OWNER FURNISHED BY OWNER & INSTALLED BY TENANT FURNISHED BY TENANT & INSTALLED BY CONTRACTOR FURNISHED BY TENANT & INSTALLED BY TENANT FIREPROOFING FOOT /FEET FIRE RETARDANT TREATED FOOTING GALVANIZED GAUGE GENERAL CONTRACTOR GLASS FIBER REINFORCED CONCRETE GLASS/GLAZING GROUND GYPSUM WALLBOARD GYPSUM HOLLOW CORE HOSE BIB HEAVY DUTY HEADER HARDWARE HARDWOOD HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATINGNENTILATING/ AIR - CONDITIONING HOT WATER HEATER HOT WATER LINE INSIDE DIAMETER INCH/INCHES INCANDESCENT INCLUDE INSULATION INTERIOR JANITOR JOINT JOIST LAMINATE LAVATORY LINEAL FEET LIGHT LIGHTING MAXIMUM MEDIUM DENSITY FIBERBOARD MEDIUM DENSITY OVERLAY MECHANICAL MEMBRANE MANUFACTURER MINIMUM MISCELLANEOUS MOUNTED METAL MICROWAVE OVEN NOT APPLICABLE NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE O.A. O.C. O.D. O.H. OPNG. OPP. P.LAM. PL. P.L. PLYWD. PR. P.S.F. P.S.I. PT. PVMT. R. R.A. R.B. R.D. RAD. REF. REINF. REFL. REQ. RM. R.O. RES. REV. S.C. SCHED. S.D.T. SECTN. SHT. SHTG. SIM. S.M. S.O.G. SPEC. SQ. S. F. S.S. STL. STD. STOR. STRUCT. STRUCTURE/STRUCTURAL SUSP. SUSPENDED S.Y. SQUARE YARDS T. TEL. TEMP. THK. T &G T.O.S. T.O.P. TYP. U.N.O. UNLESS NOTED OTHERWISE UTIL. UTILITY V.C.T. VENT. VER. VERT. VEST. W/ WD. W/O WP. W.R. WT. OVERALL ON CENTER OUTSIDE DIAMETER OVER HEAD OPENING OPPOSITE PLASTIC LAMINATE PLATE PROPERTY LINE PLYWOOD PAIR POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PAINT PAVEMENT RISER RETURN AIR RUBBER BASE ROOF DRAIN RADIUS REFRIGERATOR REINFORCING REFLECTED REQUIRED ROOM ROUGH OPENING RESILIENT REVISION/REVERSE SOLID CORE SCHEDULE STATIC DISSAPATING CARPET SECTION SHEET SHEATHING SIMILAR SHEET METAL SLAB ON GRADE SPECIFICATION SQUARE SQUARE FEET STAINLESS STEEL STEEL STANDARD STORAGE TREAD TELEPHONE TEMPERED THICK TONGUE AND GROOVE TOP OF SLAB TOP OF PARAPET TYPICAL VINYL COMPOSITION TILE VENTILATION VERIFY VERTICAL VESTIBULE WITH WOOD WITHOUT WATERPROOF WATER RESISTANT WEIGHT WELDED WIRE REINFORCING TUKWILA, WASHINGTON TUKWILA WASHINGTON R I- CODE COMPLIANCE A nnn( M MAR 2 0 2007 GENERAL NOTES , City Of Tukwila BUILDING DIVISION A. PROJECT DESCRIPTION 1. THIS PROJECT CONSISTS THE DEMOLITION OF AN EXISTING RECEPTION DESK GLAZED PANELS, REMOVAL OF EXIST. FINISHES AND DEMO. OF A PORTION OF THE RELATED CLG. GRID ABOVE AND CONSTRUCTION OF THE NEW RECP'T DESK GLAZED PLANELS, NEW FINISHES AND SOFFIT ABOVE. MECH. AND ELEC. UPGRADES WILL BE BY SEPARATE PERMIT. NO CHANGES TO EXIST. STRUCTURE ARE PROPOSED. B. CODES 2. THE CURRENT APPLICABLE INTERNATIONAL BUILDING CODE" AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION SHALL GOVERN DESIGN AND CONSTRUCTION. IN CASE OF ANY CONFLICT WHEREIN 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. C. THE DRAWINGS & SPECIFICATIONS 1. CIVIL, STRUCTURAL, ELECTRICAL, MECHANICAL, PLUMBING AND LANDSCAPE DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF THEIR WORK. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL AND OTHER DRAWINGS SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION FOR CLARIFICATION. 2. NOT USED 3. PLANS WHICH APPEAR AS BACKGROUNDS ON CIVIL, STRUCTURAL, ELECTRICAL, MECHANICAL, PLUMBING, LANDSCAPE DRAWINGS, ETC., ARE FOR THE PURPOSE ONLY OF ILLUSTRATING GENERAL PLAN CONFIGURATION. SUCH PLANS SHALL NOT BE USED FOR PORTIONS OF THE WORK OTHER THAN THAT PERTAINING TO THE TITLE OF EACH SHEET. REFER TO THE APPROPRIATE SHEET FOR EACH SPECIFIC PORTION OF THE WORK. 4. ALL WORK IS NEW UNLESS INDICATED OTHERWISE. 5. DOORS AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS OR DETAILS ARE TO BE LOCATED 6" FROM THE ADJACENT WALL OR CENTERED BETWEEN WALLS. 6. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 7. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. 8. THE PROCEDURES AND TERMS OF SHOP DRAWING SUBMITTAL ARE TO BE COORDINATED WITH THE GENERAL CONTRACTOR. D. DIMENSIONS 1. THE CONTRACTOR SHALL FOCUS SPECIAL ATTENTION ON A FIELD REVIEW OF THE EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ANY CONDITIONS THAT ARE FOUND TO BE INCONSISTENT WITH THE DOCUMENTS OR WHERE THE INTENT IS IN DOUBT, SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR RESOLUTION. 2. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. NOTE THAT DIMENSIONS ARE TO FACE OF EXTERIOR CONCRETE WALL, EXTERIOR COLUMN AND FACE OF FINISH OR CENTER LINE OF INTERIOR STRUCTURAL COLUMN UNLESS OBVIOUSLY SHOWN OR MARKED OTHERWISE. E. COORDINATION 1. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND COORDINATION WITH OTHER CONTRACTORS TO SECURE COMPLIANCE OF DRAWINGS AND SPECIFICATIONS, AND THE ACCURATE LOCATION OF OPENINGS FOR MECHANICAL, ELECTRICAL, AND MISCELLANEOUS EQUIPMENT. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR THE JOINING OF HIS WORK TO THE WORK OF OTHER TRADES. F. EXITS 1. ALL EXITS SHALL BE OPERABLE FROM INSIDE WITHOUT A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 2. ALL THRESHOLDS ARE 1/2" ELEVATION CHANGE MAX. 3. ALL EXIT SIGNS SHALL HAVE LETTERS SIX (6) INCHES HIGH MINIMUM, AND SHALL CONFORM WITH APPLICABLE CODES. G. GENERAL CONSTRUCTION 1. THE CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF MECHANICAL AND ELECTRICAL ELEMENTS AND OTHER EXISTING CONDITIONS. NOTIFY ARCHITECT OF ANY CONFLICTS PRIOR TO BEGINNING WORK. 2. THE CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL EQUIPMENT WITH THE MECHANICAL CONTRACTOR AND APPROVED SHOP DRAWINGS. THE CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL EQUIPMENT PADS AND BASES AS WELL AS POWER, WATER OR DRAIN INSTALLATION WITH EQUIPMENT MANUFACTURERS PRIOR TO BEGINNING WORK. 3. THE CONTRACTOR SHALL KEEP AREAS UNDER CONSTRUCTION CLEAR OF DIRT AND DEBRIS CAUSED BY DEMOLITION AND SHALL STORE CONSTRUCTION MATERIALS AND EQUIPMENT IN AREAS DESIGNATED BY THE OWNER. 4. ALL EXTERIOR WALL OPENINGS, FLASHING, COUNTER FLASHING AND EXPANSION JOINTS SHALL BE CONSTRUCTED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF. THE JUNCTION OF THE ROOF AND VERTICAL SURFACES SHALL BE FLASHED AND COUNTER FLASHED IN A MANNER TO MAKE THEM WATERPROOF. 5. VERIFY LOCATION OF FANS, GRILLES, ETC. AT BUILDING EXTERIOR WITH ARCHITECT. 6. PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS. STAIRS OR LADDERS USED ONLY TO ATTEND EQUIPMENT SHALL COMPLY WITH OSHA REGULATIONS. 7. WHERE FLOOR DRAINS OR FLOOR SINKS OCCUR, ALL FINISH FLOORS SHALL SLOPE TO DRAIN. 8. ALL PARTITIONS EXTEND TO UNDERSIDE OF STRUCTURE ABOVE, UNLESS NOTED OTHERWISE. 9. ALL PARTITIONS SHALL BE CONSTRUCTED WITH 3-1/2" METAL STUDS AT 24 "0.C., WITH 5/8" TYPE 'X' GWB EACH SIDE UNLESS NOTED OTHERWISE. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL BLOCKING FOR ALL WALL AND CEILING MOUNTED ITEMS, INCLUDING HARDWARE, LIGHTING FIXTURES, GRAB BARS AND N.I.C. INTERIOR MILLWORK. PROVIDE SHEET METAL REINFORCING (8" HORIZONTALLY MOUNTED STRIP OF 20 GA. GALVANIZED SHEET METAL) IN PARTITIONS FOR INSTALLATION OF WALL HUNG CABINET WORK AND PANELING WHERE INDICATED ON DRAWINGS, INCLUDING ALL OWNER PROVIDED ITEMS. 11.THE CONTRACTOR SHALL PROVIDE HOISTING FOR ITEMS FURNISHED BY OTHERS. THE ARCHITECT WILL FURNISH A LIST OF SUCH ITEMS FOR THE CONTRACTORS USE AND COORDINATION. ALL F.O.I.C. (FURNISHED BY OWNER, INSTALLED BY CONTRACTOR) ITEMS ARE TO BE DELIVERED BY OWNER TO DESIGNATED AREA FOR HOISTING. 12.ALL FRAMING LUMBER, PLYWOOD AND CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED (FRT). 13.THE CONTRACTOR SHALL GUARANTEE ALL WORK AGAINST FAULT OF ANY MATERIAL OR WORKMANSHIP FOR A PERIOD OF NOT LESS THAN ONE YEAR AFTER COMPLETION AND ACCEPTANCE. FAULTY WORK SHALL BE REPLACED OR REPAIRED AT CONTRACTOR'S EXPENSE. H. FIRE PROTECTION 1. PROVIDE FIRE DAMPERS AT ALL SUPPLY AIR AND RETURN AIR OUTLETS, INLETS OR DUCTS PENETRATING FIRE RATED ASSEMBLIES, ENCLOSURES, PARTITIONS, FLOORS OR SURFACES AS REQUIRED BY THE FIRE DEPARTMENT. 2. FIRE EXTINGUISHERS ARE TO BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR. PLACEMENT, LOCATION AND NUMBER OF EXTINGUISHERS IS TO BE DETERMINED BY FIRE CODE OFFICIALS. 3. FIRE HYDRANTS ARE TO BE INSTALLED PRIOR TO ABOVE GROUND CONSTRUCTION. I. GLAZING 1. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, HE SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 2. ALL GLASS AT DOORS AND RELITES SHALL BE TEMPERED SAFETY GLAZING. J. FINISHES 1. SAMPLES OF ALL FINISH MATERIALS AND PAINT COLORS SPECIFIED SHALL BE SUBMITTED FOR APPROVAL TO THE ARCHITECT PRIOR TO THE COMMENCEMENT OF WORK. REFER TO SPECIFICATIONS. 2. THERE SHALL BE NO EXPOSED PIPE, CONDUITS, DUCTS, VENTS, ETC. ALL AND LINES SHALL BE CONCEALED OR FURRED AND FINISHED UNLESS NOTED AS EXPOSED CONSTRUCTION ON THE DRAWINGS. 3. OFFSET STUDS WHERE REQUIRED, SO FINISH WALL SURFACE WILL BE FLUSH UNLESS NOTED OTHERWISE. PROVIDE FURRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL ITEMS INDICATED IN THE DRAWINGS. 4. ALL FINISH MATERIALS SHALL COMPLY WITH THE FLAME SPREAD CLASS AS IDENTIFIED IN IBC TABLE 803.5. 5. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM UNLESS NOTED OTHERWISE. 6. THE CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR THE ARCHITECTS APPROVAL PRIOR TO MANUFACTURE OF ANY CABINET WORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. K. PLUMBING/ELECTRICAL /MECHANICAL 1. ELECTRICAL/TELEPHONE OUTLETS SHALL BE MOUNTED VERTICALLY AT +15" UNLESS OTHERWISE NOTED. 2. ALL PLUMBING PIPES IN WALLS SHALL HAVE ACOUSTICAL INSULATION. 3. MECHANICAL CONTRACTOR SHALL PROPOSE LOCATIONS OF ALL THERMOSTATS AND OBTAIN APPROVAL FROM ARCHITECT. 4. COORDINATE ALL JUNCTION BOX AND OUTLET LOCATIONS WITH CASEWORK CONTRACTOR. ALL JUNCTION BOXES, FLEXIBLE CONDUITS, OUTLET BOXES, RECEPTACLES, UGHTS AND ALL OTHER ELECTRICAL COMPONENTS REQUIRED FOR POWER AND LIGHTING WITHIN CASEWORK ITEMS ARE FURNISHED AND INSTALLED BY THE CASEWORK CONTRACTOR. GENERAL CONTRACTOR IS TO CONTACT THE CASEWORK SHOP DRAWINGS TO VERIFY THE LOCATION, TYPE AND QUANTITY OF CONNECTIONS REQUIRED FOR ALL CASEWORK ITEMS AND TO SUPPLY ALL MATERIALS, PERMITS, AND LABOR REQUIRED TO COMPLETE ELECTRICAL CONNECTIONS TO CASEWORK ELECTRICAL ITEMS. THE CONTRACTOR IS TO COORDINATE WITH TENANT SUPPLIED SECURITY DATA WIRING, EQUIPMENT AND ACCESSORIES TO INCLUDE BUT NOT LIMITED TO: CONDUIT AND J -BOX LOCATIONS AND POWER REQUIREMENTS. 5. THE CONTRACTOR IS TO COORDINATE WITH TENANT SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J -SOX LOCATIONS, CONNECTIONS AND WALL MOUNTING REQUIREMENTS. L SIGNAGE 1. ALL SIGNAGE SHALL COMPLY, AS REQUIRED WITH THE A.DA ►ri PROJECT NAME DRAWING ISSUANCE MARCH 9, 2007 DRAWING HISTORY ONE MOH 600 UNIVERSITY SEA T TF VAIN F INFOR',iAT'ON PROJECTOR TEAAt DRAWING TITLE • STATE FARM A uto 0CfC1/10 INSURANCE • STATE FARM SOUTH SEATTLE OC Pa • • • 1 ehs SQUARE STREET SUITE 1918 WA 98101 208. 223. 4999 SOO. 891. 4999 208. 223. 4990 COM OESC PTlON ABBREVIATIONS/ GENERAL NOTES STATE FARM ( ® M ) INSURANCE STATE FARM MUTUAL AUTOMOBILE INSURANCE SOUTH SEATTLE OC 6835 FORT DENT WAY TUKWILA, WA 98188 -2253 1.2 OPEN COLLABORATION sA CRZ1VE APPROACH PINIIVATNE DESIGN MUMS PERMIT SET its 1300.101 MGR I1 Q oes Overgft rr.. 2 Z ';i§ tz‹53@ $b•b € r -. , G .) � V r •• 1 f. • •i a r""' 11■2. ....�� ■I1irl: - 141 1V—.7:1;1'Z'ACAMT1 WNW =1:4311 o•' I[.('•]IWA It\tt • • 1 1-- ru7 ^- - 'ketIi•Lil :.•L'i M[•.'iVA :1! i7 S- turf•(: WVNW7U ml:: ,721N11 ' 8r � Lr iil . ► !�"' ".," Tat" t7, '77'47r7;7771 i';T `�,i,1,V r, ;.f� ii6/61.'i:rLf^?I' . n y : , -- ,. y , p ; ., 1,; .'c :;‘,":"F.174: O DNIWOGIS ;r' r 'ZY'id: W�av 1S "3 v: s � , ff....; • 1 • ' �• /�jl. ! �L•h� 1. 'bi• *�ihr.: .ti ..'t% I 1 • ,gyp• 4 ^, ". , 10N'�1f1StVl •3'Ii80WOlflb'ibf11t1W W�b� ,�,t N 30" # j3O . 1A8 3'S• 31 . 11` 3 S . Hirt GS . :1.1a f �. • . ..• . • . I I 0§ se se F sag (1! 'm • d. 0' • • •1r • • Fl 1 120 1 f INSPECTION EL ROO 1 104 CONF. 105 D EP 103 0 AREA OF WORK 6 EXISTING FIRST FLOOR PLAN 111 ESTIMATORS 108 SUPPLY VENDING MECHANICAL 1171 TRAINING RM. 118 PERSONNEL 922 MECHANICAL ENCLOSURE ELEC. 115 I 0 0 STOR 0 0 6 EXISTING SECOND FLOOR PLAN sue: 3132°= 1=0" • 0 0 p olio 7t GENERAL OFFICE 1 200 1 1 I l OFFICE OFFICE 1219 227 OFFICE 220 0 0 218 4. 5. ICS REV E p'L 0 CODE COM liAR 2 02001 CM Of Iticwi1a a� � O1\I� 1 GENERAL NOTES 1. ENTIRE BUILDING IS OCCUPIED BY A SINGLE TENANT 2 NO HAZARDOUS MATERIALS ARE TO BE STORED. 3. SCOPE OF WORK IS FOR SPACE APPROXIMATELY 200 SO. FT. 0 0 0 • • rc-1.V; tr;:4 SEAL SEAL PROJECT NA?,'E DRAWING ISSUANCE DRAWING HISTORY I`:= CRt, DRAY, TITLE C, R ER OMTE I 7031 MARCH 9, 2007 PROJECT NUMBER: TEAWt ehsr oesIo ONE UNION SQUARE 600IRIVERSRYSTREET SUITE 1818 SEATRE.INA961o1 T 206. 223. 4999 IF 800.897.4999 F 206.223.4990 www.eiwdesigmooa- A2.1 REFERENCE FLOOR PLANS ( STATE FARM INSURANCE STATE FARM MUTUAL AUTOMOBILE INSURANCE SOUTH SEATTLE OC 6835 FORT DENT WAY TUKWILA, WA 98188 -2253 DESCRIPTION OPEN OUATIoRAT ON CREAV E APPROACH SAM SOLUTIONS R1ICNATNE DESIGN SERIOUS FUN PER/AT SET i" 1.10.1101 at GR. IN 0 D>'SS ilksigui. rm. I 3 A6.1 c RECEPTION I 103 I PARTIAL DEMO FLOOR PLAN Scale: 318" = 1 0 I I Scale: 3/8" =1' -0" RECEPTION 103 1 • — — — ---c I I PARTIAL FLOOR PLAN PARTIAL REFLECTED CEILING PLAN Scale: 3I8• = 1' - Or —R€C Brio I 03 1 PARTIAL DEMO REFLECTED CEILING FLOOR PLAN Scale: 318" =1'-0" • H • • DEMO PLAN LEGEND: 3 EXISTING PARTITION TO REMAIN = = , ELEMENT TO BE REMOVED DEMOLITION KEY NOTES 104 REMOVE EASING RECEPTION COUNTER PLASTIC LAMINATE FINISHES AND GLAZED PANELS. EXISTING COUNTER STRUCTURE TO REMAIN. EXISTING WOOD TRIM AT COUNTERTOP TO REMAIN • COORDINATE EXTENT OF DEMOLITION WITH NEW CONSTRUCTION. ® REMOVE EXISTING CEILING GRID AT SHADED AREA ONLY TO ACCOMODATE NEW SOFFIT. SEE REFLECTED CEILING PLAN FOR EXTENT OF DEMO. 4§D REMOVE FLUORESCENT LIGHT FIXTURES OVER RECEPTION COUNTER AND SAVE FOR USE ELSEWHERE. ®p PATCH AND REPAIR ALL ADJACENT SURFACES AS REQUIRED. FLOOR PLAN KEY NOTES ® PROVIDE NEW FINISHES AT ALL HORIZONTAL FACES OF COUNTER PER FINISH SCHEDULE AT LOCATIONS AS DETAILED ON SHEET A6.1. VERTICAL WOOD FACES AT COUNTERTOP TO REMAIN -SAND AND REFINISH. ® EXISTING FURNITURE N.I.C. ® PROVIDE NEW GLAZED PANELS FULL HEIGHT FROM TOP OF COUNTER TO UNDERSIDE OF SOFFIT. BRACE AS REQUIRED. FLOOR PLAN GENERAL NOTES 1. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED. 2. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHITECT PRIOR TO MANUFACTURE OF MILLWORK ITEMS. REVIEWED OMQ � COD CE A M u% p i rc1) MR 2 0 2007 O Of Tukwila WILDING PINION RCP LEG ND 0 FLUORESCENT DOWNUGHT UTHONIA-#AFV 32TRT- 6- WTR- LD-277 01 Olt PROJECT NAME DRAWING ISSUANCE DRAWING HISTORY N0. 1`;FORYAT,ON CR:. TITLE 7031 PROW NUMBER TEAM ehs oesiop ONE MON SQUARE 600WIERSITYSTREET SUITE 1818 SEATTLE. WA 98101 T 206.223.4999 TF 800. 897.4999 F 206.223.4990 ( STATE FARM (4 I INSURANCE STATE FARM MUTUAL AUTOMOBILE INSURANCE SOUTH SEATTLE OC 6835 FORT DENT WAY TUKWILA, WA 98188 -2253 A2.2 DESCRIPTION PARTIAL DEMO PLAN PARTIAL FLOOR PLAN PARTIAL RCP PLAN OPEN COu 80RATION CREATIVE APPROACH SA1/16 SOLUTIONS INIdIMTME DESIGN SERIOUS FUN 1111111111.111.1.1119111901P1 1.11.1.11.111111,111111111=1 MARCH 9. 2007 PERMIT SET 1300.101 Ot GR. 1N p ENS o..Wv► tee. 1 • • Y t LINE OF GYP. BOARD ANCHOR TO BLOCKING OR STUDS WITH #8x2" SCREWS ALIGN WITH EDGE OF EXIST. COUNTER VERIFY EQ. .1'-0" _ EQ. I (OPEN SCALE: FULL SIZE : • SECTION THROUGH TRIM SECTION THROUGH SOFFIT SCALE: 1'=1'4' ELEVATION FROM RECEPTION SIDE SCALE: 3/8 " =1' -0" PROVIDE STAIN AND VARNISH FOR OAK FRAME TO MATCH EXISTING OAK TRIM. OAK FRAME 114' LAMINATED GLASS SET INTO MULLION WISTRUCTURAL SILICONE BEAD. (TYPICAL) 3/8" QUARTER ROUND OAK STOPS -TYP. NEW SOFFIT, SEE DETAIL - PROVIDE PAINT (PT -A) NEW FULL HEIGHT GLASS, SEE DETAILS PROVIDE NEW PLASTIC LAMINATE AT ALL EXISTING COUNTERTOPS (PL -C). EXIST. VERTICAL WD. FACES OF COUNTERTOPS TO BE SANDED AND REFINISHED TO MATCH EXIST. OAK TRIM. EXISTING COUNTER TO REMAIN - PROVIDE NEW PLASTIC LAMINATE AT ALL VERTICAL SURFACES (PL-D) SCALE: FULL SIZE 2x4 WOOD BRACE 1W OC ATTACHED TO BOTTOM OF EXISTING STRUCTURE WITH METAL HANGARS - SPAN 3 TRUSSES MIN. OUSTING CEILING GRIN TO REMAIN ON BOTH SIDES- CUT BACK, PATCH AND REPAIR AS REQUIRED 22 GA 3 5/W METAL STUDS 16' OC (TYP) ATTATCH TO BOTTOM OF W000 CROSSBRACE 518" GYPSUM BOARD WITH CORNER BEAD - TYP PAINT ALL SOFFIT SURFACES (PT A) SECTION THROUGH TRIM HOLD CORNER RADIUS V FROM COUNTERTOP AND 1' FROM CAP. ELEVATION FROM LOBBY SIDE SCALE: 318 " =1' -0" PROVIDE STAIN AND VARNISH FOR OAK FRAME TO MATCH EXISTING OAK TRIM. 6 SECTION THROUGH TRIM SCALE: FULL SIZE • NEW GWB SOFFIT PAINT (PT-A) SECTION THROUGH HIGH COUNTER SC/1LE:1' Or LINE OF COUNTERTOP NEW 1/4' LAMINATED GLASS POLISHED ON EDGES, SET INTO MULLIONS & ON COUNTER WITH STRUCTURAL SILICONE BEAD NEW PLASTIC LAMINATE OVER EXISTING COUNTERTOP- (PL-C) EXISTING WOOD VERTICAL TRIM AT COUNTERTOP TO REMAIN. SAND AND REFINISH TO MATCH ADJACENT OAK TRIM NEW 318' OAK QUARTER ROUND EACH SIDE. STAIN AND VARNISH TO MATCH EXISTING OAK TRIM COLOR EXISTING COUNTER TO REMAIN PROVIDE NEW PLASTIC LAMINATE AT VERTICAL. NON4 OUNTERTOP SURFACE (PLO) OPEN 114" LAMINATED GLASS POLISHED ON EDGES APPLY STRUCTURAL SILICONE BEAD BETWEEN GLASS AND COUNTER 3/W QUARTER ROUND OAK STOPS -TYP. RECEPTIONIST FINISHED FLOOR m a• DETAIL ac COUNTER GLASS & TRIM SCALE: FULL SIZE PAINT (PT-A) NEW SOFFIT, SEE DETAIL - PROVIDE PAINT (PT-A) r- NEW FULL HEIGHT GLASS, SEE DETAILS PROVIDE NEW PLASTIC LAMINATE AT ALL EXISTING COUNTERTOPS (PL -C). EXIST. VERTICAL WD. FACES OF COUNTERTOPS TO BE SANDED AND REFINISHED TO MATCH EXIST. OAK TRIM. EXISTING COUNTER TO REMAIN - PROVIDE NEW PLASTIC LAMINATE AT AU. VERTICAL SURFACES (PL-D) LOBBY SECTION THROUGH LOW COUNTER SCALE: V=1 OAK FRAME 114" LAMINATED GLASS POLISHED ON EDGES APPLY STRUCTURAL SILICONE BEAD BETWEEN GLASS AND COUNTER 318" RADIUS GLASS ABOVE TO BEAR ON MULLION RADIUS AND POLISH EXPOSED EDGE OF GLASS OAK FRAME NEW GWB SOFFIT PAINT (PT-A) NEW 114" LAMINATED GLASS, POLISHED ON EDGES • NEW PLASTIC LAMINATE OVER EXISTION COUNTERTOP (PL-C) EXISTING WOOD VERTICAL TRIM AT COUNTER TOP TO REMAIN. SAND AND REFINISH TO MATCH ADJACENT OAK TRIM NEW PLASTIC LAMINATE OVER EXISTION COUNTER TOP (PL-C) EXISTING W000 VERTICAL TRIMAT COUNTERTOP TERTOP TO REMAIN. SAND AND REFINISH TO MATCH ADJACENT OAK TRIM EXISITING COUNTER TO REMAIN PROVIDE NEW PLASTIC LAMINATE AT VERTICAL NON-COUNTERTOP SURFACE (PL -D) EQ. 1 -0" _ EQ. w 0 ELEVATION FROM LOBBY SIDE SCALE: 3/8' =1' -0" NEW SOFFIT, SEE DETAIL - PROVIDE PAINT (PT-A) NEW FULL HEIGHT GLASS, SEE DETAILS PROVIDE NEW PLASTIC LAMINATE AT ALL EXISTING COUNTERTOPS (PL -C). EXIST. VERTICAL WD. FACES OF COUNTERTOPS TO BE SANDED AND REFINISHED TO MATCH EXIST. OAK TRIM. EXISTING COUNTER TO REMAIN- PROVIDE NEW PLASTIC LAMINATE AT ALL VERTICAL SURFACES (PL -D) FINISH SCHEDULE: PAINT: - PT-A SHERWIN WILLIAMS DOWNING SAND 2822 PLASTIC LAMINATE: PL-C NEVAMAR TEXTURED SOFT ROCK RX7001T PL-D NEVAMAR TEXTURED AMIGO S3060T • FECE'; (rrv; PROJECT NAME DRAWING ISSUANCE DRAWING HISTORY NO. DATE » 7031 PROJECT F JHBER TEAM A6.1 ehs ONE UNION SOUARE 80dI 1IWRSITYSTREET SUITE 1818 SEATILE, WA 98101 T 206. 223. 4999 IF 800. 897.4999 F 206 223.4990 wnw.ehsdesigRaam D E S I O N OPEN QOuA80RARON CFiAIVE APPROACH sow SOU TIONS U1!VATWE DESIGN SqrUS F1R1 STATE FARM s, INSURANCE STATE FARM MUTUAL AUTOMOBILE INSURANCE SOUTH SEATTLE OC 6835 FORT DENT WAY TUKWILA, WA 98188 -2253 if MARCH 9, 2007 PERMIT SET OE- CR>PT10N CEILING, GLAZING, & CASEWORK DETAILS owl p as swim Imo. 7 4 A6.1 / A•.1 .� // 5 / A6.1 6.1 A • Y t LINE OF GYP. BOARD ANCHOR TO BLOCKING OR STUDS WITH #8x2" SCREWS ALIGN WITH EDGE OF EXIST. COUNTER VERIFY EQ. .1'-0" _ EQ. I (OPEN SCALE: FULL SIZE : • SECTION THROUGH TRIM SECTION THROUGH SOFFIT SCALE: 1'=1'4' ELEVATION FROM RECEPTION SIDE SCALE: 3/8 " =1' -0" PROVIDE STAIN AND VARNISH FOR OAK FRAME TO MATCH EXISTING OAK TRIM. OAK FRAME 114' LAMINATED GLASS SET INTO MULLION WISTRUCTURAL SILICONE BEAD. (TYPICAL) 3/8" QUARTER ROUND OAK STOPS -TYP. NEW SOFFIT, SEE DETAIL - PROVIDE PAINT (PT -A) NEW FULL HEIGHT GLASS, SEE DETAILS PROVIDE NEW PLASTIC LAMINATE AT ALL EXISTING COUNTERTOPS (PL -C). EXIST. VERTICAL WD. FACES OF COUNTERTOPS TO BE SANDED AND REFINISHED TO MATCH EXIST. OAK TRIM. EXISTING COUNTER TO REMAIN - PROVIDE NEW PLASTIC LAMINATE AT ALL VERTICAL SURFACES (PL-D) SCALE: FULL SIZE 2x4 WOOD BRACE 1W OC ATTACHED TO BOTTOM OF EXISTING STRUCTURE WITH METAL HANGARS - SPAN 3 TRUSSES MIN. OUSTING CEILING GRIN TO REMAIN ON BOTH SIDES- CUT BACK, PATCH AND REPAIR AS REQUIRED 22 GA 3 5/W METAL STUDS 16' OC (TYP) ATTATCH TO BOTTOM OF W000 CROSSBRACE 518" GYPSUM BOARD WITH CORNER BEAD - TYP PAINT ALL SOFFIT SURFACES (PT A) SECTION THROUGH TRIM HOLD CORNER RADIUS V FROM COUNTERTOP AND 1' FROM CAP. ELEVATION FROM LOBBY SIDE SCALE: 318 " =1' -0" PROVIDE STAIN AND VARNISH FOR OAK FRAME TO MATCH EXISTING OAK TRIM. 6 SECTION THROUGH TRIM SCALE: FULL SIZE • NEW GWB SOFFIT PAINT (PT-A) SECTION THROUGH HIGH COUNTER SC/1LE:1' Or LINE OF COUNTERTOP NEW 1/4' LAMINATED GLASS POLISHED ON EDGES, SET INTO MULLIONS & ON COUNTER WITH STRUCTURAL SILICONE BEAD NEW PLASTIC LAMINATE OVER EXISTING COUNTERTOP- (PL-C) EXISTING WOOD VERTICAL TRIM AT COUNTERTOP TO REMAIN. SAND AND REFINISH TO MATCH ADJACENT OAK TRIM NEW 318' OAK QUARTER ROUND EACH SIDE. STAIN AND VARNISH TO MATCH EXISTING OAK TRIM COLOR EXISTING COUNTER TO REMAIN PROVIDE NEW PLASTIC LAMINATE AT VERTICAL. NON4 OUNTERTOP SURFACE (PLO) OPEN 114" LAMINATED GLASS POLISHED ON EDGES APPLY STRUCTURAL SILICONE BEAD BETWEEN GLASS AND COUNTER 3/W QUARTER ROUND OAK STOPS -TYP. RECEPTIONIST FINISHED FLOOR m a• DETAIL ac COUNTER GLASS & TRIM SCALE: FULL SIZE PAINT (PT-A) NEW SOFFIT, SEE DETAIL - PROVIDE PAINT (PT-A) r- NEW FULL HEIGHT GLASS, SEE DETAILS PROVIDE NEW PLASTIC LAMINATE AT ALL EXISTING COUNTERTOPS (PL -C). EXIST. VERTICAL WD. FACES OF COUNTERTOPS TO BE SANDED AND REFINISHED TO MATCH EXIST. OAK TRIM. EXISTING COUNTER TO REMAIN - PROVIDE NEW PLASTIC LAMINATE AT AU. VERTICAL SURFACES (PL-D) LOBBY SECTION THROUGH LOW COUNTER SCALE: V=1 OAK FRAME 114" LAMINATED GLASS POLISHED ON EDGES APPLY STRUCTURAL SILICONE BEAD BETWEEN GLASS AND COUNTER 318" RADIUS GLASS ABOVE TO BEAR ON MULLION RADIUS AND POLISH EXPOSED EDGE OF GLASS OAK FRAME NEW GWB SOFFIT PAINT (PT-A) NEW 114" LAMINATED GLASS, POLISHED ON EDGES • NEW PLASTIC LAMINATE OVER EXISTION COUNTERTOP (PL-C) EXISTING WOOD VERTICAL TRIM AT COUNTER TOP TO REMAIN. SAND AND REFINISH TO MATCH ADJACENT OAK TRIM NEW PLASTIC LAMINATE OVER EXISTION COUNTER TOP (PL-C) EXISTING W000 VERTICAL TRIMAT COUNTERTOP TERTOP TO REMAIN. SAND AND REFINISH TO MATCH ADJACENT OAK TRIM EXISITING COUNTER TO REMAIN PROVIDE NEW PLASTIC LAMINATE AT VERTICAL NON-COUNTERTOP SURFACE (PL -D) EQ. 1 -0" _ EQ. w 0 ELEVATION FROM LOBBY SIDE SCALE: 3/8' =1' -0" NEW SOFFIT, SEE DETAIL - PROVIDE PAINT (PT-A) NEW FULL HEIGHT GLASS, SEE DETAILS PROVIDE NEW PLASTIC LAMINATE AT ALL EXISTING COUNTERTOPS (PL -C). EXIST. VERTICAL WD. FACES OF COUNTERTOPS TO BE SANDED AND REFINISHED TO MATCH EXIST. OAK TRIM. EXISTING COUNTER TO REMAIN- PROVIDE NEW PLASTIC LAMINATE AT ALL VERTICAL SURFACES (PL -D) FINISH SCHEDULE: PAINT: - PT-A SHERWIN WILLIAMS DOWNING SAND 2822 PLASTIC LAMINATE: PL-C NEVAMAR TEXTURED SOFT ROCK RX7001T PL-D NEVAMAR TEXTURED AMIGO S3060T • FECE'; (rrv; PROJECT NAME DRAWING ISSUANCE DRAWING HISTORY NO. DATE » 7031 PROJECT F JHBER TEAM A6.1 ehs ONE UNION SOUARE 80dI 1IWRSITYSTREET SUITE 1818 SEATILE, WA 98101 T 206. 223. 4999 IF 800. 897.4999 F 206 223.4990 wnw.ehsdesigRaam D E S I O N OPEN QOuA80RARON CFiAIVE APPROACH sow SOU TIONS U1!VATWE DESIGN SqrUS F1R1 STATE FARM s, INSURANCE STATE FARM MUTUAL AUTOMOBILE INSURANCE SOUTH SEATTLE OC 6835 FORT DENT WAY TUKWILA, WA 98188 -2253 if MARCH 9, 2007 PERMIT SET OE- CR>PT10N CEILING, GLAZING, & CASEWORK DETAILS owl p as swim Imo.