The URL can be used to link to this page

Home My WebLink AboutPermit D11-196 - NORTHSTREAM PROPERTIES - REROOFNORTHSTREAM PROPERTIES 4487 S 134 PL D11 -196 City okukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /www.TukwilaWA.gov Parcel No.: 2613200084 Address: 4487 S 134 PL TUKW Suite No: Project Name: NORTHSTREAM PROPERTIES DEVELOPMENT PERMIT Permit Number: D11 -196 Issue Date: 08/08/2011 Permit Expires On: 02/04/2012 Owner: Name: NORTH STREAM DEVELOPMENT Address: 720 4TH AVE STE 102 , KIRKLAND WA 98033 Contact Person: Name: DAN LESLIE Address: 506 AHTANUM , UNION GAP WA 989013 Contractor: Name: LESLIE & CAMPBELL INC Address: 506 AHTANUM RD , YAKIMA WA 98903 Contractor License No: LESLI *C910PF Phone: 509 453 -0074 Phone: 509 - 453 -0074 Expiration Date: 05/01/2012 DESCRIPTION OF WORK: REROOF: INSTALL NEW TPO ROOF SYSTEM OVER TOP OF EXISTING BUR SYSTEM. ADD MINIMAL CRICKETS (AS CURB HEIGHT ALLOWS) ALONG WATERWAYS. INSTALL NEW SCUPPERS. TWENTY -YEAR MANUFACTURER'S WARRANTY IS INCLUDED ALONG WITH INSPECTION BY MANUFACTURERS REPRESENTATIVE ONE JOB 15 DONE. Value of Construction: $89,568.00 Type of Fire Protection: Type of Construction: Electrical Service Provided by: SEATTLE CITY LIGHT Fees Collected: $2,264.01 International Building Code Edition: 2009 Occupancy per IBC: 0011 * *continued on next page ** doc: IBC -7/10 D11 -196 Printed: 08 -08 -2011 Public Works Activities: Channelization / Striping: Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N Number: 0 N Start Time: Volumes: Cut 0 c.y. Size (Inches): 0 End Time: Fill 0 c.y. 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 Center Authorized Signature: Date: 0-8.41 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 and agree to the conditions attached to this permit. Signature: Date: Print Name: C(..-44041 A 51---//L g� // 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. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT 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: 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. 5: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 6: 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 doc: IBC-7/10 D11 -196 Printed: 08 -08 -2011 shall not be valid. The issuance of a permit d on construction documents and other data 1 not prevent the Building Official from requiring the correcti errors in the construction documents and data. doc: IBC -7/10 D11 -196 Printed: 08 -08 -2011 CITY OF TUULA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http :/ /www. ci. tkwila. wa. us • Building Permit No. b Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only1 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 ** SITE LOCATION Site Address: 4487 S. 134th Place Tukwila, Wa 98168 Tenant Name: Northstream Properties Property Owners Name: Linda Nordstrom Mailing Address: 720 4th Ave. Suite 102 9.111 121437. King Co Assessor's Tax No.: 4 Suite Number: Bldg A Floor: New Tenant: ❑ Yes ❑..No Kirkland city IN/A State 40033 Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Dan Leslie Mailing Address: 506 Ahtanum Day Telephone: (509) 453 -0074 Union Gap E -Mail Address: dan @leslieandcampbell.com City State Fax Number: (509) 248 -7887 Zip GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4) for Plumbing: and. Gas • Piping (pg 5)) Company Name: Leslie & Campbell Inc. Mailing Address: 506 Ahtanum Contact Person: Dan Leslie E -Mail Address: dan @leslieandcampbell.com Contractor Registration Number: LESLI *C910PF Union Gap (A/14 City State Day Telephone: (509) 453 -0074 Fax Number: (509) 248 -7887 Expiration Date: 05/01/2012 ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: city Day Telephone: Fax Number: State Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Mailing Address: Contact Person: E -Mail Address: H: Applications Fonns- Applications On tine\2010 Applications17 -2010 - Permit Application.doc Revised 7 -2010 bh city Day Telephone: Fax Number: State Zip 2 Page 1 of 6 BUILDING PERMIT INFORMATIL . — 206 -431 -3670 Valuation of Project (contractor's bid price): $ 89,568.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): Install new TPO roof system over top of existing BUR system. Add minimal crickets (as curb height allows) along waterways. Install new scuppers. 20yr. manufacturer's warranty is included along with inspection by manufacturer rep. once job is complete. Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide. All Building Areas in. Square Footage Bel" 2nd Floor 3'ar Floor ' Interior Remodel Addition to Existing Structure Type of Construction per IBC Type of Occupancy per MC Floors Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 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 of 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: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ 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 11 " paper including 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. H:\Applications\Forms- Applications On line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 3 PERMIT APPLICATION NOTES — Applicable to all permits in this application 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). 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 OR AUTHO D AG NT: Signature: Cv "-- Print Name: 2=Irlitt Mailing Address: 45 17 4 p 14-TA tit v !"-A- IDate Application Accepted: 010-1-t Date: ! Day Telephone: 01 -X53 - 047 U kW Gp F I n 7 ,5903 City State Zip Date Application Expires: 12_, H:WpplicationsWonas- Applications On Line\2010 Applieations17 -2010 - Permit Application.doc Revised 7 -2010 bh Staff Initials: 1/ I Page6of6 7 N 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: htto: / /www.TukwilaWA.gov Parcel No.: 2613200084 Address: 4487 S 134 PL TUKW Suite No: Applicant: NORTHSTREAM PROPERTIES RECEIPT Permit Number: D11 -196 Status: PENDING Applied Date: 06/24/2011 Issue Date: Receipt No.: R11 -01300 Payment Amount: $2,264.01 Initials: JEM Payment Date: 06/24/2011 10:48 AM User ID: 1165 Balance: $0.00 Payee: LESLIE & CAMPBELL, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5220 2,264.01 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $2,264.01 1,369.40 890.11 4.50 doc: Receiot -06 Printed: 06 -24 -2011 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Project: _ tf4A sTreAµ Pro r, Type of Inspection: �f- io AL. .,.s t4`4� Address: IAA 4 89 13�t! PG Date Called: Special Instructions: — f�t-"1 ) � '' \� P',c, ---7 [ l_ Z- Date Wanted _c rf' �"�a.m: p.m. Requester: Phone 3 d:'7 S3 °Q Approved per applicable codes. ' E Corrections required prior to approval. 1/ COMMENTS: cenkiecr o +Lt P f Inspector IDate: 2 T7 REINSPECTION FEE REQUIRE ' . Pi }or to next inspection. fee must be paid at 6300 Southcenter Blvd.. Sui 100. Call to schedule reinspection. 4 Air ( INSPECTION NO. INSPECTION RECORD Retain a copy with permit 01 c - r910 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 x(206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro i t: /d/ rtA. ( reA Typ Ize : : t 46 Ade : � n cin 34 i___ Date Called: L ?, l-t-,n�1 -� of AP —A - Rc Special Instructions: �� f, iJ e [.d n1 ya Date Wanted: 2- `a�".m p.m. Requester: , Phone No; 71 pApproved per applicable codes. Corrections required prior to approval. COMMENTS: ic\AVAAR j6.-, kr o iAn tivki vf. C.') , p P,k'f^ ig,%/ i l„?: /\-. •i --- r_ L ?, l-t-,n�1 -� of AP —A - .42-(13-‘\3't cik10 , ri REINSPECTION FEE REQUERED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Johns Manville A Berkshire Hathaway Company Dear Building Owner: VH140 10100 W. Ute Ave. (80127) P.O. Box 625001 Littleton, CO 80162 -5001 303 978 2000 303 978 2808 Fax CITY OFfit itA FEB 0 2 2012 PERT CENTER Attached to this letter is the Peak Advantage Roofing Systems Guarantee for the new roo recently installed on your building. We believe your building ik now protected by one of the finest commercial roofing systems available on the market today. We appreciate the opportunity to provide you with a level of protection unmatched in the industry. There are some things you should be aware of before you file this document away in a safe place: 1. This is NOT a maintenance agreement or an insurance policy. Johns Manville liability is strictly governed by the terms of the Guarantee. If you have any questions about this Guarantee, contact Johns Manville Guarantee Services at the appropriate number given below. 2. You are required to perform routine maintenance on the roofing system to keep the coverage to the Guarantee intact. For your convenience, a list of maintenance items is printed on the back of the Guarantee. We hope that you never experience any difficulty with your roofing system. If you do have a problem, you should contact Johns Manville Guarantee Services at the appropriate numbers provided. Please have the Guarantee on hand so that we may more efficiently handle your inquiry. Our Technical Services Department is staffed by some of the most experienced roofing professionals in the roofing industry. Please call on them for any questions you might have about commercial and industrial roofing and Johns Manville products. Sincerely, Richard Gustin Manager, Guarantee Services Johns Manville Roofing Systems Group (800) 922 -5922 www.jm.com/roofing gsu @jm.com Johns Manville Building Owner Northstream Development Kirkland, WA 98033 Building Name Fostoria Park 4487 -4497 S. 134th Place Tukwila, WA 98168 Approved Roofing Contractor Leslie & Campbell, Inc. 506 Ahtanum Road Union Gap, WA 98903 i wMM eRr:`K'whr ommercial /,Industrial Roofin Peak Advantage Guarantee Guarantee Number: ANT151088763 No one is authorized to change, alter, or modify the provision of this Guarantee other than the Manager, Guarantee Services Unit or authorized delegate. JM's delay or failure in enforcing the terns and conditions contained in this Guarantee shall not operate as a waiver of such terns and conditions. This Guarantee is solely for the benefit of the Building Owner identified above and Building Owner's rights hereunder are not assignable. Upon sale or other transfer of the Building, Building Owner may request transfer of this Guarantee to the new owner, and JM may transfer this Guarantee, in its sole and absolute discretion only after receiving satisfactory information and payment of a transfer fee. which must be paid no later than 30 days after the date of Building ownership transfer. In the event JM pays for repairs which are required due to the acts or omissions of others, JM shall be subrogated to all rights of recovery of the Building Owner to the extent of the amount of the repairs. Because JM does not practice Engineering or Architecture, neither the issuance of this Guarantee nor any review of the Building's constnction or inspection of roof plans (or the Building's roof deck) by JM representatives shall constitute any warranty by JM of such plans, specifications, and construction or in any way constitute an extension of the tenns and conditions of this Guarantee. Any roof inspections are solely,for the benefit of JM. JM does not supervise nor is it responsible for a roofing contractor's work except to the extent stated herein, and roofing contractors are not agents of JM. *JOHNS MANVILLE ( "JM ") is a Delaware corporation with its principal mailing address at P.O. Box 5108, Denver, Colorado 80217 -5108. 4-k By : Fred Stephan " Attorney -in -Fact Title : Vice President & General Manager Roofing Systems Group "Continued on next page" Page 3 of 4 John Manville Building Owner Northstream Development Kirkland, WA 98033 Building Name Fostoria Park 4487 -4497 S. 134th Place Tukwila, WA 98168 Approved Roofing Contractor Leslie & Campbell, Inc. 506 Ahtanum Road Union Gap, WA 98903 kG �sri. �' ommercial /Industrial Roofin Peak Advantage Guarantee Guarantee Number: ANT151088763 Date of Completion: 8/11/2011 Terms & Maximum Monetary Obligation to Maintain a Watertight Roofing System. Years 20 $ Coverage The components of the Roofing System covered by this Guarantee are: Membrane Spec. and Type : Mechanically Fastened -ST6RM Insulation Type : None ,None ,None Accessories (Type and Quantity) No Dollar Limit Total Squares: 310 TPO These Johns Manville Guaranteed components are refereed to below as the "Roofing System" and ALL OTHER COMPONENTS OF THE OWNER'S BUILDING ARE EXCLUDED FROM THE TERMS OF THIS GUARANTEE, including any amendments thereto. Johns Manville* guarantees to the original Building Owner that during the Term commencing with the Date of Completion (as defined above), JM will pay for the materials and labor reasonably required in Johns Manville's sole and absolute discretion to repair the Roofing System to retum it to a watertight condition if leaks occur due to ordinary wear and tear, or deficiencies in any or all of the Johns Manville component materials of the Roofing System, or workmanship deficiencies only to the extent they arise solely out of the application of the Roofing System. Non - leaking blisters are specifically excluded from coverage. Should any investigation or inspection reveal the cause of a reported leak to be outside the scope of coverage under this Guarantee, then all such investigation and inspection costs shall be borne solely by the Building Owner. WHAT TO DO IF YOUR ROOF LEAKS If you should have a roof leak please refer to directions on the reverse side. Failure by the Building Owner to comply with any of the directions on the reverse side of this document will render the coverage provided under this Guarantee, including any applicable amendments and/or riders, null and void. LIMITATIONS AND EXCLUSIONS This Guarantee is not a maintenance agreement or an insurance policy; therefore, routine inspections and maintenance are the Building Owner's sole responsibility (see reverse side of this document). Failure to follow the Maintenance Program on the reverse side of this document will void the Guarantee in its entirety. This Guarantee does not obligate JM to repair or replace the Roofing System, or any part of the Roofing System, for leaks or appearance issues resulting, in whole or in part, from one or more of the following (a) natural disasters including but not limited to the direct or indirect effect of lightning, flood, hail storm, earthquake, tornados, hurricanes or other extraordinary natural occurrences and/or wind speeds in excess of 55 miles per hour; (b) misuse, abuse, neglect or negligence; (c) installation or material failures other than those involving the component materials expressly defined above as the Roofing System or exposure of the Roofing System components to damaging substances such as oil, fertilizers, or solvents or to damaging conditions such as vennin;,(d) any and all (i) changes, alterations, repairs to the Roofing System, including, but not limited to, structures, penetrations, fixtures or utilities (including vegetative and solar overlays) based upon or through the Roofing System as well as any (ii) changes to the Building's usage that are not pre- approved in writing by JM; (e) failure of the Building substrate (mechanical, structural, or otherwise and whether resulting from Building movement, design defects or other causes) or improper drainage; (f) defects in or faulty /improper design, specification construction or engineering of the Building or any area over which the Roofing System is installed; (g) defects in or faulty /improper architectural, engineering or design flaws of the Roofing System or Building, including, but not limited to, design issues arising out of improper climate or building code compliance; or (h) in instances of a recover project, Johns Manville is not responsible for the performance of pre- existing materials that predated the recover. Instead, Johns Manville's sole responsibility in recover systems where JM materials are adhered to existing materials is limited to the installed recover JM Roofing materials up to the wind speed listed herein. Guarantee coverage is limited to replacing recover JM Roofing materials only (and not the pre - existing materials — which is the Owner's responsibility) as required to retum the roofing system to a watertight condition due to a claim covered under the tens and conditions herein. Johns Manville is not responsible for leaks, injuries or damages resulting from any water entry from any portion of the Building structure not a part of the Roofing System, including, but not limited to, deterioration of the roofing substrate, walls, mortar joints, HVAC units and all other non -Johns Manville materials and metal components. Moreover, the Building Owner is solely and absolutely responsible for any removal and/or replacement of any overburdens, super- strata or overlays, in any form whatsoever, as reasonably necessary to expose the Roofing System for inspection and/or repair. This Guarantee becomes effective when (1) it is delivered to Owner, and (2) all bills for installation, materials, and services have been paid in full to the Approved Roofing contractor and to JM. Until that time, this Guarantee is not in force, has no effect — and JM is under no obligation whatsoever to perform any services/work. The Parties agree that any controversy or claiins relating to this Guarantee shall be first submitted to mediation under the Construction Industry Arbitration and Mediation Rules of the American Arbitration Association (Regular Track Procedures) or to such other mediation arrangement as the parties mutually agree. No court or other tribunal shall have jurisdiction until the mediation is completed. In any action or proceeding brought against the Building Owner to enforce this Guarantee or to collect costs due hereunder, Johns Manville shall be entitled to recover its reasonable costs, expenses and fees (including expert witness' fees) incurred in any such action or proceeding, including, without limitation, attorneys' fees and expenses, and the Building Owner shall pay it. TO THE FULLEST EXTENT PERMITTED BY LAW, JM DISCLAIMS ANY IMPLIED WARRANTY, INCLUDING THE WARRANTY OF MERCHANTABILITY AND THE WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE, AND LIMITS SUCH WARRANTY TO THE DURATION AND TO THE EXTENT OF THE EXPRESS WARRANTY CONTAINED IN THIS GUARANTEE. THE EXCLUSIVE RESPONSIBILITY AND LIABILITY OF JM UNDER THIS GUARANTEE IS TO MAKE REPAIRS NECESSARY TO MAINTAIN THE ROOFING SYSTEM IN A WATERTIGHT CONDITION IN ACCORDANCE WITH THE OBLIGATIONS OF JM UNDER THIS GUARANTEE. JM AND ITS AFFILIATES WILL NOT BE LIABLE FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES TO THE BUILDING STRUCTURE (UPON WHICH THE ROOFING SYSTEM IS AFFIXED) OR ITS CONTENTS AND OR OCCUPANTS, LOSS OF TIME OR PROFITS OR ANY INCONVENIENCE, INJURY. JM SHALL NOT BE LIABLE FOR ANY CLAIM MADE AGAINST THE BUILDING OWNER BY ANY THIRD PARTY AND THE BUILDING OWNER SHALL INDEMNIFY AND DEFEND JM AGAINST ANY CLAIM BROUGHT BY ANY THIRD PARTY AGAINST JM RELATING TO OR ARISING OUT OF THE ROOFING SYSTEM OR JM'S OBLIGATIONS UNDER THIS GUARANTEE. JM AND ITS AFFILIATES SHALL NOT BE LIABLE FOR ANY DAMAGES WHICH ARE BASED UPON NEGLIGENCE, BREACH OF WARRANTY, STRICT LIABILITY OR ANY OTHER THEORY OF LIABILITY OTHER THAN THE EXCLUSIVE LIABILITY SET FORTH IN THIS GUARANTEE. THIS GUARANTEE DOES NOT COVER, AND EXPLICITLY EXCLUDES, ANY AND ALL INJURIES, CLAIMS AND /OR DAMAGES RESULTING, IN WHOLE OR IN PART, FROM ANY WATER ENTRY FROM ANY PORTION OF THE BUILDING STRUCTURE INCLUDING, BUT NOT LIMITED TO, THE ROOFING SYSTEM. "Continued on next page" Page 1 of 4 Leslie & Campbell, Inc. F.K.A Dan Leslie Roofing, Inc. 506 Ahtanum Rd. Union Gap, WA 98903 Ph: 509- 453 -0074 email:dan@leslieandcampbell.com Contractors Reg. #LESLI *C910PF June 21, 2011 Attn. City of Tukwila Bldg. Dept. Re- Permit Application- Reroof of Bldg. #4487@ l 34th Place, Tukwila, Wa Page 1 -Cover Page UV) Page8- Proposal to Owner/Roofing Scope of Work Page9 -Roof Plan Page 10 -Edge Detail Pagel 1 -TPO Membrane Data Sheet Page12 -TPO Accessories Data Sheet Page13 -TPO Specification Sheet Page14 -TPO Specification Sheet Pagel 5-Underlayment-Data Sheet REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 7 2011 City of BUILDING VISION IFILg SPY Ott ego.. bll - 1°1,U Plan review approval is subject to errors and omissions. Approval of construction documents does not aut'or'i?3 tl �c v;olatton of any adopted code cr ordinance. flora :pt of approved Fieid Copy and t;ondiUonsiis ac now ecigA: gy i. /Gr4x—� Date: 53'�'/� City Of Tukwila BUILDING DIVISION Access to roof is by extension ladder only. If you contact Dan Leslie 24hrs. in advance roof access via a ladder will be provided. REVISIONS No changes shall be ma a to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. SEPARATE PERMIT REQUIRED FOR: Methanical Ell PturelAng J Dash City of Tukwila BUILDING DIVISION ECEIVE CITY R OF LA JUN 2 d 2011 PERMIT CENTER b Leslie & Campbell, Inc. F.K.A Dan Leslie Roofing, Inc. 506 Ahtanum Rd. Union Gap, WA 98903 Ph: 509- 453 -0074 email:dan@leslieandcampbell.com Contractors Reg. #LESLI *C910PF June 21, 2011 Attn. Kim Bentz @Northstream Development Re- Roof Quote for Bldg. 4487 located at 134th place, Tukwila, Wa Roofing scope of work (Approx. 31,000 sq.ft.) REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 7 2011 City of Tukwila BUILDING DIVISION 1. Overlay deck with 4 oz fleece 2. Install 2x2 wood nailer around perimeter to compensate for new system. 3. Install tapered insulation crickets as done at the previous two sites. 4. Install 60 mil. Johns Manville TPO - mechanically fastened. 5. Install new TPO coated drain scuppers. 6. Replace any bad plywood found at $1.40 per sq ft. 7. Re -flash all protrusions. 8. Fully adhere all membrane flashings. 9. Sheet metal flashings to be installed at perimeter. 10. All detail to be done according to JM specifications. 11. 20 year manufacturer warranty is included. PRICE: $89,568.00 NOTES: 1. Includes cost of bldg. permit. 2. Does not include WSST. Sincerely, Dan Leslie RECEIVED CITY OF T ALA JUN 2 4 2011 PERMIT CENTER S 13Lbcv.Liqb1(A) 4014-ML AI (I S -rrpfs b iikootwritW A_, #5L,p'II5 c-onliwz4-rapgx. /-1 s -ro (;- \j/. r ti% ibits r �r2 eP Iii f p ... FT. 4)u7Per S 166 SIC ?a+ i;_' ti4e NT4 REVIEWED FOR ODE COMPLIANCE APPROVED JUL 0 7 2011 City of Tukwila UILDING DIVISION CITIRSFEILA JUN 2 4 2011 PERMIT CENTER q nSAck to,. c.L,J fk-odc- i 1 rR c,--4,1 A- 0 4- e4,1641A) REVIEVVED FOR CODE COMPLIANCE APPROVED JUL 0 7 2011 City of Tukwila BUILDING DIVISION Nc-kt-\ C� OF TUf C LA JUN 2 4 2011 PERMIT CENTER ToK\;J,c, \)\ .� fd JA.71 Johns Manville ERMINEREIMISIOEEMM Description JM TPO -45 and TPO -60 are thermo membranes reinforced with a polyester fabric, an use in mechanically fastened and adhered roofing applications. Use JM TPO membranes can be installed in new, reroof (tear -off) and recover roof constructions. In recover construction, if the existing roof is sound, the JM roof can eliminate the cost of disposing of the original roof. Colors White, Grey and Tan Special colors are available with extended lead times. Minimum order quantities may apply. Contact your local JM sales representative for additional information. REVIEWED FOR CODE COMPLIANC APPROVED JUL 0 7 2011 Ingle a°uv t10 ung bvsterrrs Oran 11 JM TPO -45 TPO -60 City of Tukwila •.."' IS1ON Standard Sizes Color Width Length White 4 ft. (1.2 m) 6 ft. 2 in. (1.9 m) 8 ft. (2.4m) 10 ft. (3.Om) 12 ft. 4 in. (3.8 m) Grey and 4 ft. (1.2 m) Tan 8 ft. (2.4 m) 100 ft. (30.5 m) 100 ft. (30.5 m) 100 ft. (30.5 m) 100 ft. (30.5 m) 100 ft. (30.5 m) 100 ft. (30.5 m) 100 ft. (30.5 m) pprovals M mechanically fastened and adhered TPO Roof Systems are classified by UL (Underwriters Laboratories, Inc.) and FM Global (Factory Mutual). Energy and the Environment ENERGY STAR' Pass Reflectivity: 0.78 Title 24 Pass Reflectivity: 0.78 Emissivity: 0.87 LEED Reflectivity: 0.78 Emissivity: 0.90 Recycled Content Post Consumer: 0% Post Industrial: 3 -5% Producing Locations: Tuscumbia, AL Results shown are for the initial reflectivity and emittance for white membranes; emissivity values for Title 24 are tested per ASTM C 1371; LEED emissivity values are tested per ASTM E 408. Installation Because JM TPO membranes are thermoplastic, they can be rolled out onto the roof substrate and easily welded into one homogeneous sheet using hot air welding procedures. JM TPO membranes can be mechanically attached or adhered to the structural roof deck in accordance with FM Global requirements, building codes, published standard fastening patterns or adhesives recommendations. Refer to JM TPO Roofing Systems Guide Specifications, Detail Drawings and Technical Bulletins for instructions. JM TPO membranes meet or exceed all of the requirements of ASTM D 6878. Property ASTM ASTM Typical Test Method Minimum Values Weight, lbs. /sq. ft. D 751 (kgs. /sq. meter) JM TPO -45 JM TPO -60 Thickness, in. (mm) D 751 0.039 (1.0) JM TPO -45 JM TPO -60 Tolerance on Nominal D 751 +/- 10% Thickness Thickness Over Scrim, D 6878 0.012 (0.30) in. (mm) Annex Al JM TPO -45 JM TPO -60 Breaking Strength, D 751 220 (979) Ibf (N) Field Seam Strength, D 751 66 (294) Ibf (N) Elongation at Break D 751 15 of Fabric % Tearing Strength, D 751 55 (245) Ibf (N) Accelerated G 151/154 Weathering 0.21 (1.03) 0.29 ( 1.42) 0.045 (1.1) 0.060 (1.5) +/- 10% 0.015 (0.38) 0.022 (0.56) 330(1468) 75 (330) 30 156(694) Pass ASTM ASTM Typical Property Test Method Minimum Values Brittleness Point, Max., °F 1°C) Ozone Resistance Properties After HeatAging Breaking Strength, Ibf (kN) Elongation at Fabric Break, Min.,% Tearing Strength Ibf (kN) Weight Change, Max., Mass % Water Absorption, Max., Mass % Water Vapor Permeance E 96 Linear Dimension Change, D 1204 Max % Puncture Resistance, Ibf (N) D 2137 -40 (-40) -49 (-45) D 1149 Pass D 573/751 Pass 225(1) 13.5 55 (.25) +1 -1 D 471 +/- 3 FTM 101C 200(890) Method 2031 E 903 330 (1.5) 25 156 (.7) -0.02 + 1.2 RECEIV��pp 0.012 CITY OF TUO(WIL.A JUN 2 4 2011 33711 ERMIT CEN -0.01 Refer to the Material Safety Data Sheet prior to using JM TPO. Material Safety Data Sheet is available by calling 800 -654 -3103 or online at www.jm.com. 3 -21 RS -8208 3 -06 • 111127 Johns Manville v:tiOtt!ctza 4€t `:+ "kt3%`r°aF Vigt.4 tom,: 44!k Standard TPO Accessories Ply [rtou'ipil7q, :DVsfems (.110.9U) i. .14 1, 141:11V1 « �� ... 141` 1 # ?`P., Product Description Size Colors Detail Membrane Non - reinforced membrane for field- fabricated corners and pipe fleshings 24 "x 50' White, Grey, Tan Packaging Roll Walkpad Inside Corner Outside Corner Textured walkway protection membrane 5/32" x 30" x 60' White Roll Premolded for easy installation on inside corners White, Grey 10 /box Premolded for easy installation on outside White, Grey 10 /box corners Reinforced Outside Corner Fabricated from TPO membrane with open tab White, Grey, Tan 10 /box design to allow corner to conform to irregular corners Pipe Boots Injection molded boot for use in flashing round penetrations White, Grey, Tan 10 /box Peel & Stick Pipe Boots Injection molded boot with a white, pressure- 1" - 6" White 8 /box; includes stainless sensitive tape on the flange for use in flashing steel clamps, 2 scrub pads round penetrations and a handle Cover Tape Kit Tape adhesive laminated to cover strip used to strip in metal flanges 5" x 100' White, Grey, Tan Kit (1 per box): 2 rolls, 1 tube edge caulk, 1 scrub pad and a handle Coated Metal Laminant of JM TPO membrane and galvanized 4' x 10' sheets steel White, Grey 10 sheets /pallet Termination Bar Aluminum with holes every 6" 10' lengths Silver 50 pieces /tube Bonding Adhesive Solvent -Based Water -Based Membrane Cleaner Membrane Primer Sealing Mastic For adhering field membrane and vertical Amber 5 gallon can surfaces For adhering field membrane White 5 gallon pail Used to clean JM TPO membrane when Clear 5 gallon can contaminants prohibit a proper weld Adhesion promoter that must be used prior to Clear - Light Yellow 3 gallon can applying any TPO Peel & Stick accessory One- component, low viscosity, self wetting, butyl 11 fl. oz. tubes Grey 25 tubes /box blend Pourable Sealer (A &B) Two -part, modified aromatic urethane Part A: White, Part B: Black Kit (1 per box): Part A: 2 - 1 gal. cans Part B: 2 - 1 pint cans Polyurethane Caulk One -part, polyurethane sealant 10.3 fl. oz. tubes Grey 25 tubes /box Edge Caulk One -part elastomeric sealant used primarily with 11 fl. oz. tubes White 10 tubes /box TPO Cover Tape Edge Sealant One -part liquid elastomeric sealant used as a 16 oz. tubes White, Grey, Tan 12 tubes /box sealing agent on cut edges • RS -8401 3 -06 samske CITY OF TUKW LA JUN 242011 PERMIT CENTER 3 -20 • 111137 Johns Manville Single Ply Roofing Syst Specification ST4RM Mechanically Fastened TPO Single Ply Roofing System. For use over Johns Manville (JM) approved decks, or insulations. For Regions 1, 2 and 3 Materials per 100 sq. ft. (9.3 sq. meters) of roof area TPO Membrane 105 sq. ft. (9.8 sq. meters) Approximate installed weight: ... 37.5 - 40 lbs. (17 -18 kgs.)/ sq. General This specification is for use over any type of approved struc- tural deck which is suitable to receive a mechanically fas- tened membrane. This specification is also for use over certain Johns Manville roof insulation which provides a suitable surface for the TPO membrane. Insulation should be installed in accordance with the appropriate JM Insulation Specification detailed in the current JM Single PIy Roofing Systems Manual. All insulation boards must be mechanically attached to "standard" decks unless specifically accepted for hot asphalt or cold adhesive securement for the particular application by JM TPO roofing systems. There should be a minimum of 5 fasteners per 4' x 8' (1.22 m x 2.44 m) board or 4 fasteners for boards with dimen- sions less than 4' x 8' (1.22 m x 2.44 m). Additional fastening of insulation under mechanically fastened membranes is not required. This specification can also be used in certain reroofing applications. Design and installation of the deck and /or roof substrate must result in the roof draining freely, to outlets numerous enough and so located as to remove water promptly. Minor ponding is acceptable. Note: All general instructions contained in the current JM Single Ply Roofing Systems Manual shall be part of this speci- fication. Fleshings Flashing details can be found in Section 11 of the JM Single PIy Roofing Systems Manual. Application Local wind uplift conditions and characteristics should be considered when designing, specifying, and installing any roofing system. Information from the Single PIy Roofing Industry, FM Global and local building codes can provide guidelines for the designer. Special consideration should be 8 -4 JM TPO -45 or JM TPO -60 TPO Roofing Membrane 0 4 5" (125 mm) Min. Lap V Min. 1 1/2" of 2" (40 mm of 50 mm) Lap Welded used when installing 8, 10 and 12 foot (2.4 m, 3.1 m and 3.7 m) sheets above two stories. Consult FM Global Approval guide to determine local wind speeds. Design roof with minimum width sheet commensurate with building height and efficiencies to maximize resistance to uplift pressures. Extra High Load Fasteners and Plates are required on all wide width sheets. Unroll the JM TPO Membrane and allow to relax for at least 15 minutes when the temperature is above 60 °F (16 °C), or 30 minutes when temperature is below 60 °F (16 °C), prior to installation. The JM TPO Mechanically Fastened (Plate in the Seam) Roofing Membrane shall only be applied over compati- ble, clean, dry and smooth surfaces in accordance with the JM TPO Detail Drawings. The TPO Roofing membrane should be installed so that the long dimension of the sheet is perpen- dicular to the roof slope, except on steel decks, where the long dimension must be perpendicular to the ribs of the deck. Instruction for positioning and placing the membrane sheet are provided in the TPO Application Guide which is available on the web site at www.jm.com. Except where no other alter- native exists, good roofing practice dictates that the sheets should be laid shingle fashion, so that the seams avoid back- water laps. RECEIV CIiYOF LA JUN 2 4 2011 PERMIT CENTER Johns Manville i.' ii�s: �; itih•+ rct•;'; r :vt�?w,:- :v�%tin.riast'c ?:'�. ", _ w:a6:?��.4;i^r..3:#::tcti�s� Welding of Lap Areas JM TPO Adhered Roofing Systems shall be hot air welded only. All surfaces to be welded shall be clean and dry. Machines for hot air welding are available from several different sources. Each set of instructions by the manufacturer for use shall be followed, as well as all local codes regarding electric grounding, supply and other related functions. Since most automatic welding machines require 218 to 230 volts, the use of a portable generator on the roof is recommended for greater flexibility. Hand -held welding machines are also avail- able to weld membrane. After the preheated nozzle tip is applied in the overlap area and the material starts to flow, immediately follow with a hand roller to press the heated membrane surfaces together with slow, even movements. Keep the roller within 1" (25 mm) of the nozzle tip. Angle the hot air tool so that the flowing air faces the roller. The temper- ature of the hot air tool shall be adjusted so that a minimum amount of smoke is developed and material from the bottom of the sheet begins to soften and flow from the seam. Seam strength may be tested when cool. Quality Control of Seams After heat welding, the seams are checked for integrity with a blunt -ended probe. Any openings or "fishmouths " shall be repaired with a hand -held hot air tool fitted with a narrow nozzle tip and with a roller. Each day, several sections of welded seams shall be pulled apart by the roofing contractor to test the quality of the welds. Should the welds be deficient, a more thorough examination of the work performed must be carried out and necessary repairs made. JM TPO Seam Sealant is used to seal the membrane edges where reinforc- ing fabric is cut and exposed and shall be completed by the end of each working day. Single Ply Roofing Syste ns (TP0) Specification ST4RM / T6RM MiEtraZIMIEW Perimeter Attachment Install perimeter sheets per the specifier's requirements but not less than two perimeter sheets parallel to the perimeter and fastened with JM TPO roofing systems accepted fasten- ers and plates at the predetermined spacing in the lap area. Secure attachment of the TPO roofing membrane at the perimeter and at penetrations can be accomplished by mechanical fastening (using High Load Fasteners and Plates) or APB Plates or other approved fastener as appropriate for substrate. Refer to the TPO Flashing Details for further infor- mation. For FM Global insured buildings, follow guidelines in the FM Global Loss Prevention Data Sheet 1 -28, i.e., the small- er of 0.1 times the lesser plan dimension or 0.4 times the height, but not less than 4% of the lesser plan dimension, or 3 ft. (0.92 m). Fasteners shall be supplied and installed in accordance with these specifications. RECEIV D CITY OF LA JUN 2+ 2011 �' ' PERMIT CENTER 8-54 MATERIAL PROPERTIES Physical Weight (Typical) Mechanical Grab Tensile Grab Elongation Puncture Strength Trapezoidal Tear Mullen Burst Hydraulic Apparent Opening Size ASTM D4751 U.S. Sieve 50 70 70 70 70 80 80 80 100 100 100 Water Flow Rate ASTM D4491 gpm / s.f. 150 150 140 120 115 110 100 90 80 75 50 Permittivity ASTM 04491 sec -1 2.00 2.20 2.00 1.80 1.40 1.60 1.50 1.40 1.20 1.00 0.70 Permeability ASTM D4491 cm / sec 0.22 0.25 0.22 0.22 0.23 0.24 0.34 0.38 0.30 0.29 0.27 Northwest Linings & Geotextile Products, Inc. Helping to Protect the Environment° 21000 77th Ave. South Kent, WA 98032 (253) 872-0244 • (800) 729-6954 FAX: (253) 872 -0245 www.northwestlininos.com ‘(\ ritAX.t PermeaTex Nonwoven Geot es The PermeaTex 4000 Series consists of nonwoven, polypropylene, needlepunched geot- ° products that are recommended for drainage, filtration, separation, and reinforcement applications. Specific areas of use are subdrainage under roadw- ° ' -nd playing fields, foundations, railway construction, rock buttresses, and slope drains. These geotextile products are resistant to ultraviolet degradat'• =nd to biological and chemical environments found in normal soil areas. TEST ENGLISH METHOD UNIT ASTM 05261 oz. / s.y. 4030 4035 PermeaTex Products 4045 4050 4060 4070 4080 4100 4120 4160 3.1 3.5 4 4.5 Minimum Average Roll Values 5 6 7 8 10 12 16 ASTM D4632 Ibs 80 95 110 120 150 160 180 205 250 300 380 ASTM D4832 % 50 50 50 50 50 50 50 50 50 50 50 ASTM D4833 Ibs 30 60 65 70 85 90 105 130 160 180 240 ASTM D4533 Ibs 25 40 50 50 60 65 75 85 100 115 145 ASTM D3786 psi 130 200 215 240 275 315 350 400 510 600 800 Endurance UV Resistance (500 hours) % retained 70 70 70 70 70 70 70 70 70 70 70 PACKAGING INFORMATION Standard Roll Width (Lineal Feet) 15 15 15 15 15 15 15 15 15 15 15 Standard Roll Length (Lineal Feet) 360 360 360 360 360 300 300 300 300 300 300 Standard Roll Area (Square Yards) 600 600 600 600 600 500 500 500 500 500 500 Other Roll Widths Available 12.5 12.5 12.5 12.5 Note: Minimum average roll values are based on e 95% confidence level. Note: At the time of manufacturing. Abrasion, wetness, handling, storage, and shipping may change these properties. Note : PermeaTex Geotextile Products are manufactured by various manufacturers for distribution by Northwest Linings. PermeaTex is a trade name of Northwest Linings and any use of this name without the express written consent of Northwest Linings is strictly prohibited. The information and data contained herin are believed to be accurate and reliable. Northwest Linings makes no warranty of any kind and accepts no responsibility for the results obtained through application of this intonation. 12.5 12.5 12.5 12.5 15'x 150' PERMIT CENTER city of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director DAN LESLIE 506 AHTANUM UNION GAP WA 989013 RE: Permit No. D11 -196 NORTHSTREAM PROPERTIES 4487 S 134 PL TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 02/08/2012. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 02/08/2012, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D11 -196 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 frekMtT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -196 DATE: 06/23/11 PROJECT NAME: NORTHSTREAM PROPERTIES SITE ADDRESS: 4487 S 134 PL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: ` —ti ding "Division am Public Works Fire Prevention Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 15K1 Comments: Incomplete DUE DATE: 06/28/11 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 44, REVIEWER'S INITIALS: Structural Review Required No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 07/26/11 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2-28-02 Contractors or Tradespeople Prr ter Friendly Page • 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. Business and Licensing Information Name LESLIE a CAMPBELL INC UBI No. 601257321 Phone 5094530074 Status Active Address 506 Ahtanum Rd License No. LESLI *C910PF Suite /Apt. License Type Construction Contractor City Yakima Effective Date 10/6/2009 State WA Expiration Date 5/1/2012 Zip 98903 Suspend Date County Yakima Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status DANLER'1936K DAN LESLIE ROOFING Construction Contractor General Unused 1/12/1981 12/1/1990 Archived DANLER'266D1 DAN LESLIE ROOFING Construction Contractor Roofing Siding 3/21/1974 11/28/1981 Archived DANLERI101NM DAN LESLIE ROOFING RO OFING INC Construction Contractor General Unused 8/14/1990 5/1/2010 Inactive Business Owner Information Name Role Effective Date Expiration Date LESLIE, MICHAEL DANIEL President 10/06/2009 Amount CAMPBELL, BARBARA M Secretary 10/06/2009 4028838475 LESLIE, JUDITH Treasurer 10/06/2009 CAMPBELL, ROGER ALLEN Vice President 10/06/2009 FIRST MERCURY INS CO Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 TRAVELERS CAS & STY CO OF AMER 400NH0338 10/06/2009 Until Cancelled $12,000.00 04/24/2006 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 3 CONTINENTAL INSURANCE COMPANY 4028838475 05/01/2011 05/01/2012 $1,000,000.0004 /20/2011 2 FIRST MERCURY INS CO FMWA00130B 05/01/2010 05/10/2011 $1,000,000.0004 /14/2010 1 FIRST MERCURY INS CO FMWA000153 10/06/2009 05/01/2010 $1,000,000.00 10/06/2009 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 08/08/2011