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HomeMy WebLinkAboutPermit D10-280 - INSURANCE AUTO AUCTION - REROOFINSURANCE AUTO AUCTIONS 8801 EAST MARGINAL wys EXPIRED 05 -07 -11 D10-280 City\ _10Tukwila 1 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: hv://www.ci.tukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 5422600060 Address: 8801 EAST MARGINAL WY S TUKW Suite No: Project Name: INSURANCE AUTO AUCTION Permit Number: D 10 -280 Issue Date: 11/04/2010 Permit Expires On: 05/03/2011 Owner: Name: MERRILL CREEK HOLDINGS LLC Address: 600 UNIVERSITY ST #2820 , SEATTLE WA 98101 Contact Person: Name: JOEL STANDIFORD Address: 25924 78 AV S , KENT WA 98032 Contractor: Name: FIELDS ROOF SERVICE INC Address: 25924 78 AV S , KENT, WA 98032 Contractor License No: FIELDRS262L1 Phone: 253 852 -4974 Phone: 253- 852 -4974 Expiration Date: 09/25/2011 DESCRIPTION OF WORK: REMOVE EXISTING ROOFING DOWN TO THE METAL DECK. INSTALL NEW 3.5" POLYISO INSULATION TO 45 MIL TPO ROOFING. Value of Construction: $73,112.00 Fees Collected: $1,992.09 Type of Fire Protection: International Building Code Edition: 2009 Type of Construction: VB Occupancy per IBC: 0008 * *continued on next page ** doc: IBC -10/06 D10-280 Printed: 11 -04 -2010 City *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 Number: D10-280 Issue Date: 11/04/2010 Permit Expires On: 05/03/2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: 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 Center Authorized Signature: Date: 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 o - rformance of work. I am au orized to sign and obtain this development permit. Date: /7/4/ /0 Signature: Print Name: 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. doc: IBC -10/06 D10-280 Printed: 11 -04 -2010 • 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: htqx//www.ci.tukwila.wa.us Parcel No.: 5422600060 Address: Suite No: Tenant: PERMIT CONDITIONS 8801 EAST MARGINAL WY S TUKW INSURANCE AUTO AUCTION Permit Number: Status: Applied Date: Issue Date: D10 -280 ISSUED 10/19/2010 11/04/2010 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: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: Manufacturers installation instructions shall be available on the job site at the time of inspection. 7: 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. 8: 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. * *continued on next page ** doc: Cond -10/06 D10 -280 Printed: 11 -04 -2010 • 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. Signature: Print Name: _Tod c , Date: / //41/U ordinances governing or local laws regulating doc: Cond -10/06 D10 -280 Printed: 11 -04 -2010 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) 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.: r Site Address: 01 G ,r- q j � IAJ4 S Suite Number: Floor: New Tenant: ❑ Yes g... No 22(Bro -oet¢o Tenant Name: Sara sr o /4‘a..�n Ate,t40 4 s Property Owners Name: yu rci, Ac4, / fkcc1-7- nil Mailing Address: I WD fin.) e5' -1,wn k l,, or pb ra C,e 14e.- 1,JJJ-eJ L State 5,41-c SCo city Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Day Telephone: Mailing Address: 25 1. -'( 7g ; 5 kat4i- E -Mail Address: J rya S :tias rav Str uice. Co vh City Fax Number: ..2-S 3- 85`L - -Y9 7-/ GJc. 9803 State Zip - -9199 GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4) for Plumbing and. Gas Piping:(pg,5)). Company Name: c.:.G11 S ltnac 5'er v' c.c.. Mailing Address: .25' c-`( 7 014J- Arc S . Contact Person: E -Mail Address: Contractor Registration Number: Ir+. t 41)._ F,4crs. raL a. Li City Day Telephone: Fax Number: State $D 3,- 9Zip Expiration Date: 5V .7 5 /.3o tI ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Mailing Address: City Day Telephone: E -Mail Address: Fax Number: Contact Person: State Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip H:\Applications \Forms- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 1 of 6 IJILDING PERMIT INFORMATION -2O6>- 431 -3670 a Valuation of Project (contractor's bid price): $ 73/ )--.41251- Scope of Work (please provide detailed information): Q. IM.6ve g x i s-I--i - Poo 'F- I el + - L& d��k . 3 o ; 4 c,... A-at Existing Building Valuation: $ -17 q5 .1 'FP D (-voc' 1 Will there be new rack storage? ❑ Yes ❑ .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Iuare Footage l Type of Ocpancy per IBC . 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 P to ni ON NOTES App licable toa�Il1,4trmttsX. :apply af,on 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 OWN AU RIZED G T. Signature: - Print Name: -3-• ' 1� - • -c► i 1 / Mailing Address: fS 9 y 7141 Date: Day Telephone: 5-3 - 7c/ S City LJJ 78 3 State Zip Date Application Accepted: k R Date Application Expires: 0141 1 Cl I' Staff Initials: H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 6 of 6 pLUMBINGANDGASTIPIN_G ',PERMIT INFORMATION 206431;367 Ypx.4" PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping w'rk (contractor's bid price): $ Scope of Work (please prov detailed information): Building Use (per lnt'1 Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water:. er: Indicate type of plumbing fixtures and/or gas piping outl • being inst..t`d and the quantity below: Nr: ^ 4 .�-ie. p� -d. .t tFiiztttte Type „a 'x;; �,t Qty : �, eFiirture:;Tipe :; , ,�; -._ r:Y ois:� __. r• �'ti'✓. rY S ^ r'e,TYpe.;�.itE, -- .-7 : :Qty` °e+` Y ,F turerType: It ;Qty Bathtub or combination bath/shower Bidet lothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) .4,.od -waste grinder, c mercial Floor Drain Shower, single head trap Lavatory ` W . fir fountain Receptor, indirect waste Sinks Urinals Water w,,%set Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater an. vent Industrial : to treatment interceptor, in::„ ding trap and vent, excep' ,.r kitchen type grease interc- . ors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair o r: teration of water ∎ ,..iing and/or water trea . nt equipment Repair or alteration . drainage or vent pipin :` Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 ' ::ckflow protective evice other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 nun) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflo protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H: A.pplications\Forms- Applications On Line\2010 Applications17.2010 - Permil Application.doc Revised. 7 -2010 bh Page 5 of 6 wq� City of Tukwila r \Z Department of Community Development G1 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.: 5422600060 Permit Number: D10 -280 Address: 8801 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 10/19/2010 Applicant: INSURANCE AUTO AUCTION Issue Date: Receipt No.: R10 -02112 Initials: User ID: JEM 1165 Payment Amount: $1,992.09 Payment Date: 10/19/2010 01:37 PM Balance: $0.00 Payee: FIELDS ROOF SERVICE TRANSACTION LIST: Type Method Descriptio Amount Payment Check 83388 1,992.09 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: $1,992.09 1,204.60 782.99 4.50 doc: Receipt -06 Printed: 10 -19 -2010 MP. • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 P ` 4J` r Ae∎r; od1 YPe fife. ection G \� d Address: ■ yid 1 E.. ott4f 6. /l• Date Called: Special Instructions: . Date Wanted: a.m. ' t — 8,-- l Requester: Phone No: 7,n ( '-- 7 -59 3...! pproved per applicable codes. • El Corrections required prior to approval. COMMENTS: (1t,w6,,,4e REI ECTION FEE RhQUIREO. •rior to next spection, fee must be paid at 300 Southcenter Blvd.. Su to 100. Call t schedule reinspection. :ir- . -,gt". a gacg. t• -sue .- 1: -•.11114aRMilfS• + - ,..x:# ;a- ...- :..e;IWW.:.,e,.::: w� I REVISIONS No changes shall be made to the scope of work without prior ap • royal of Page 1 of 1 neifisians e new, i d, Jits14 .de ddit o tat ia- • W :SUfe, c 646-Ii ∎.iti 4 .,4..tea, •: -t* .'.' -.r aw:: �rr t 6 iist rtglz, SEPA REQUI .� Mechanical fil Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION http: / /maps.digitalmapcentral. com/production/CityGl S /v07_02_003 /index.html INSURANCE AUTO AUCTIONS D10-280 t 308 ft CityGIS CITY OF�TUP(IIVILA OCT 19 010 PERMIT CENTER Copyright © 2006 All Rights Reserved. The information contained herein is the proprietary property of the contributor supplied under license and may not be approved except as licensed by Digital Map Products. 2$a 10/19/2010 Map of 8801 E Marginal Way S Tukwila, WA by MapQuest Page 1 of 1 MAPQuEst 4 8801 E Marginal Way S Edit Tukwila, WA 98108 -4007 I2calmi$ J SOD HA Sorry! When printing directly from the browser your directions or map may not print correctly. For best results, try clicking the Printer - Friendly button. 1G" rn J _to � rSouth Park — : �y 8801 :EsMa Inal Way S w Tukwila; NK9810&.4007 ✓' s dillxgrd st I. 1 -1 S Director St �� s gird w S 93rd St tOtt T1 "'fix �1eP O 2009 Mapouest Ina wirmasommex fir. Ct1 MAPQUEST. All rights reserved. Use subject to License /Copyright Map Legend Directions and maps are informational only. We make no warranties on the accuracy of their content, road conditions or route usability or expeditiousness. You a suppliers shall not be liable to you for any loss or delay resulting from your use of MapQuest. Your use of MapQuest means you agree to our Terms of Use http: / /www.mapquest.com/maps ?city = Tukwila &state =WA &address =8 801 +... 9/1/2009 a _ 115ur4nce A A.-to S Ca.) f_ 3/49" JA17 Johns Manville enMftfvu Specification ST4RM —S r if :T 2 S 2010 PERMIT CENTER �— W J to 1 Steel .11 Deck (Refer to appropriate Jk1 Fastening diagram for comet cations) ENRO' 3 - -% Prelknktarrty Fastened l kiln. 1 1/2' (40 mm) TPO Lap Welded ep sY 5- (125 mm) M. Lap JM TPO 45 0 EVIEINE C DECpA4P Ammo huv 03210 o I JM TPO 45 Mil Mechanically Fastened Membrane System Over E General This specification is for use over any approved structural steel deck which is suitable to receive a mechanically fastened insulation. This specification can also be used in certain re- roofing applications. Install insulation in accordance with the appropriate JM insulation specification detailed in the current JM Single Ply Roofing Systems Manual. • Insulation: Mechanically fasten using UltraFast Fasteners and Plates • Membrane: Secure using High Load Fasteners and Plates Note: Consider all general instructions contained in the current JM Single Ply Roofing Systems Manual as part of the specification. Design Consider local conditions and characteristics when designing, specifying and installing any roofing system. Information from the Single Ply Roofing Industry (SPRI), FM Global® and local building codes can provide guidelines for the designer. Design and installation of the deck and /or roof substrate must result in the roof draining feely to outlets numerous enough and so located as to remove water promptly. Minor ponding is acceptable. Deck Preparation Ensure the deck is clean, dry and smooth so that the insulation lays flat. Steel decks must be a minimum 22 gauge (0.76 mm) and FM— approved fastening methods must be followed to achieve the desired uplift. Please check with the deck manufacturer for further guidelines. Insulation Fasteners and Plates Install UltraFast® Fasteners and Plates at a minimum rate of five fasteners per 4' x 8' (1.22 m x 2.44 m) board. Fasteners must pierce the top flute of the deck at a minimum of 1" (25 mm). Insulation Application 3, " /N.S s.va- r,0,4 R-2r) Store products per manufacturer's recommendations. Remove any wet product and discard. Ensure the maximum width and length of ENRGY 3 insulation does not exceed 4' (1.22 m). Recommended minimum width is 6' (152 mm). A minimum offset of 6' (152 mm) is recommended from the previous layer of insulation. The top layer of insulation must be a minimum 1.4" (36 mm) thick. INCOMPLETE LTR# 1 NRGY 3® Insulation Fastened to a Steel De ILD►NG DIVIISIrN Position the insulation with the long side of the board running parallel with the flutes of the deck. Each of the edges must be centered on the flute top. No board widths less than 6" (152 mm) are allowed. Perimeters and corners fastener density must be enhanced per FM publication 1 -29. Call JM Technical Services at (800)922 -5922 for specific approvals for ENRGY 3 insulation. Membrane Application Before installation, unroll the JM TPO Membrane, and "relax": • 15 minutes when the temperature is above 60 °F (16 °C) • 30 minutes when the temperature is below 60 °F (16 °C) Position the membrane so that all field sheets run perpendicular to the flutes of the deck. Begin fastening once the membrane has been properly positioned. Membrane Securement— Mechanically Fastened Install High Load Fasteners and Plates in the 5' (127 mm) lap at a minimum rate of one fastener every IT (305 mm) on center. Position plates so that the back edge of the plate is no closer than W (13 mm) from the edge of the membrane. Fasteners must pierce the top flute of the deck a minimum of 1'125 mm). Welding of Lap Areas The laps of JM TPO mechanically fastened systems must be hot air welded. Clean all surfaces to be welded. Follow manufacturer's operating instructions for welding equipment. All welds must be a minimum of 1.5" (38 mm) in width. Quality Control of Seams After heat welding, check the seams for integrity with a blunt -ended probe. Repair any cold welds or "fishmouths ". Each day, take test cuts at the seams and pull until failure 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. Perimeter Attachment Secure attachment of the TPO roofing membrane at the perimeter and at penetrations by mechanical fastening using High Load Fasteners and Plates or other approved fasteners appropriate for substrates. JM allows the use of picture framing with half sheets, or adding additional rows of fasteners in the field sheet and welding a 6'1152 mm) minimum width cover strip. The minimum width of the perimeter enhancements should be 6' (1.83 m). Increase perimeter width as necessary to comply with FM 1 -29 and 1 -28. JAM Johns Manville ENRGY 3® Description ENRGY 3 is a rigid roof insulation board composed of a closed cell polyisocyanurate foam core bonded in the manufacturing process to universal fiber glass reinforced facers. ENRGY 3 utilizes an environmentally compliant blowing agent con- taining pentane hydrocarbon to enhance the thermal performance of the foam insulation. This hydrocarbon has zero ozone depletion potential and conforms to the Montreal Protocol established in 1987. ENRGY 3 meets the physical property requirements of ASTM C 1289, Type II, Class 1, Grade 2 and CAN /ULC S704, Type 2, Class 2. ENRGY 3 specialty products are also available as tapered panels, precut miters and precut crickets. Use ENRGY 3 provides high thermal insulation value over metal, nailable and non - nailable roof decks in built -up, modified bitumen and single ply membrane roofing systems. It may be applied using hot bitumen, cold adhesives or mechanical fasteners. The universal facer on both the top and bottom provides a suitable surface for mechanical attachment to a structural deck as well as a suitable surface to apply hot asphalt or cold adhesives. ENRGY 3 is rated in FM Global® fire - and wind- resistant systems for BUR, modified bitumen and single ply systems in specific constructions. It has been classified by UL® as an approved roof insulation in many Class A roof constructions and Roof /Ceiling hourly fire -rated assemblies, and is classified by Underwriters' Laboratories of Canada. JM supports NRCA Bulletin #9 in recommending that a cover board of Fesco® Board or 1/2" (1.27 cm) Retro -Fit" Board be installed over foam insulations in hot bituminous membrane systems. Energy and the Environment LEED® Recycled Content Pre - Consumer: Post - Consumer: See chart below See chart below Producing Locations Bremen, IN Fernley, NV Jacksonville, FL Cornwall, ONT Hazleton, PA Advantages • High thermal efficiency • Universal facer that is compatible with BUR, modified bitumen and single ply membrane systems • Complies with EPA, CEPA and Montreal Protocol requirements • Meets Clean Air Act Amendments of 1990 • Third -party certification with the PIMA Quality Mark" for Long -Term Thermal Resistance (LTTR) values • Potential LEED points Sizes ENRGY 3 is available in 4' x 4' (1.22 m x 1.22 m) or 4' x 8' (1.22 m x 2.44 m) boards (other sizes available by special request) and in thick- nesses of 1.0" (2.54 cm) to 4.0" (10.16 cm). Some sizes are special order with minimum order quantities. Contact your JM sales representative for details. For Use over Metal Decks The minimum thicknesses of ENRGY 3 and ISO 3 insulation over metal decks are as follows: Width of Up to 2%" Up to 3% Up to 4 %" Rib Opening (6.67 cm) (8.57 cm) (11.11 cm) Thickness 1.0" (2.54 cm) 1.2" (3.05 cm) 1.3" (3.30 cm) of Insulation (Minimum) Typical Physical Properties Values Test Method Water Absorption .<1.0% max ASTM C 209 Dimensional Stability Change <2% ASTM D 2126 Compression Resistance* 10% Consolidation -psi (kPa).....20 (138) min ASTM D 1621 Moisture Vapor Permeance <1 perm ASTM E 96 57.5 ng /(Pa•s•m') Service Temperature -100 °F - 250 °F ( -73 °C - 121 °C) Tensile Strength -psf (kPa) 730 (35) nom ASTM D 1623 Also available in 25 psi (172 kPa). Refer to the Material Safety Data Sheets and product labels prior to using this product. Product Data Standard Thicknesses Recycled Content** (nom.) LTTR' R- Value* Pre- Consumer Post - Consumer Total (in.) (mm) (heft F)/BTII mr• °C/W ( %) ( %) ( %) 1.0 1.5 1.7 2.0 2.3 2.5 2.8 3.0 3.1 3.3 4.0 25 38 43 51 58 64 71 76 79 84 102 6.0 9.0 10.3 12.1 14.0 15.3 17.2 18.5 19.1 20.4 25.0 1.05 1.59 1.81 2.14 2.47 2.69 3.03 3.26 3.37 3.60 4.40 13.7 11.8 11.3 10.9 10.2 10.1 9.8 9.7 9.7 9.5 9.1 26.4 19.1 17.4 15.8 13.3 12.9 11.9 11.3 11.0 10.5 8.7 40.1 30.9 28.8 26.7 23.6 23.1 21.7 21.1 20.6 20.0 17.8 *The Long -Term Thermal Resistance (LTTR) values were determined in accordance with CAN /ULC S770. "Value represents average results. Nonstandard thicknesses are available. Contact your JM sales representative for more information. RS -5137 1-10 (Replaces 10 -09) u Johns Manville JM TPO Roofing Membrane — 45 mil Description JM TPO thermoplastic polyolefin (TPO) membranes are reinforced with a polyester fabric and designed for use in mechanically fastened and adhered roofing applications. Use Install JM TPO Membranes in new, re -roof (tear -off) and re -cover roof constructions. In re -cover constructions, if the existing roof is sound, the single ply membrane can eliminate the cost of disposing the origi- nal roof. Colors White, Grey and Tan Custom colors are available upon request and may be subject to mini- mum requirements and lead times. Standard Sizes Color White 5' x 100' (1.52 m x 30.48 m) 8' x 100' (2.44 m x 30.48 m) 10' x 100' (3.05 m x 30.48 m) Grey* and Tan* 5' x 100' (1.52 m x 30.48 m) 8' x 100' (2.44 m x 30.48 m) 10' x 100' (3.05 m x 30.48 m) • Grey and Tan lead times are subject to availability and may require an upcharge for smaller projects. JM Peak Advantage Guarantees Enhanced guarantees are now available on certain systems for wind and puncture. Consult your local sales representative for more infor- mation about the new Single Ply Guarantee Charges Requirements Guide for specific guarantee terms and costs. Product Mechanically Fastened or Fully Adhered JMTPO45 5 or 10 year JM TPO Membranes meet or exceed all of the requirements of ASTM D 6878. Tested Physical Properties' Installation Since 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 fastened or adhered to the structural roof deck. Application must be in accordance with FM Global® requirements, building codes, and published standard fasten- ing patterns or adhesives recommendations. Install JM TPO products in accordance with current JM TPO Applicator Guides or Detail Drawings. Approvals JM mechanically fastened and adhered TPO roof systems are classified by UL® (Underwriters Laboratories Inc.) and FM Global (Factory Mutual). When searching in RoofNav for a specific approval, be sure to indicate the mil thickness desired, i.e., JM TPO 45. Energy and the Environment CRRC® Initial Reflectivity: 0.77 Emissivity: 0.87 California Title 24 Pass Reflectivity: 0.77 Emissivity: 0.87 ENERGY STAR® Initial Reflectivity: 0.78 3 Yr. Aged Reflectivity: 0.68 Cleaned 3 Yr. No LEED® SRI of 101 as tested by ASTM E 1980. Recycled Content Postconsumer: 0% Postindustrial: 11% Producing Locations: Scottsboro, AL Results shown are for the initial reflectivity and emittance for white membranes unless otherwise indicated; emissivity values for California Title 24 are tested per ASTM C 1371; LEED emissivity values are tested per ASTM E 408. Property ASTM Test Method ASTM Requirements 45 Mil MD "" I XMD "" Overall Sheet Thickness D 751 >0.039 in. (1.0 mm) 0.046 in. 11.16 mm) Thickness of Coating Over Fabric Weather Side 0 6878 >0.012 in. (.305 mm) 0.015 in. (.381 mm) ±10% Breaking Strength D 751 >220 lbf (978 N) 339.94 lbf (1,512.13 N) 309.81 Ibf (1,378.10 N) Elongation at Reinforcement Break D 751 >15% 34.29% 33.88% Tearing Strength 0 751 >55 lbf (245 N) 77.6 lbf (345.18 N) 163 Ibf (725.06 N) Brittleness Point D 2137 -40 °C ( -40 °F) Pass ® -40 °C ( -40 °F) Ozone Resistance D 1149 No cracks Pass Heat Aging (Pass /Fail) 0 573 Pass Pass •• MD: Machine Direction XMD: Cross Machine Direction ' Physical testing performed on a typical 1813.0S m) wide membrane RS- 8632web 7 -10 (Replaces 6 -101 -1137 Johns Manville JM TPO Roofing Membrane — 45 mil JM TPO Membranes meet or exceed all of the requirements of ASTM D 6878. Tested Physical Properties' (Cont'd) Property ASTM Test Method ASTM Requirements 45 Mil MD** XMD`" Post Heat Aged Breaking Strength D 751 >90% retained values 365.92 Ibf (1,627.69 N) 319.26 Ibf (1,420.14 N) Post Heat Aged Elongation at Reinforcement Break D 751 >90% retained values 40.68% 30.71% Post Heat Aged Tearing Strength D 751 >60% retained values 150.3 Ibf (668.57 N) 203.75 Ibf (906.33 N) Post Heat Aged Weight Change 0 1204 t1% max. <0.1% Post Heat Aged Linear Dimension Change D 6878 ±1% max. <0.1% Water Absorption D 471 ±3.0% max. <0.02% Factory Seam Strength D 751 >66 Ibf (294 N) 123.68 Ibf (550.16 N) Post Xenon Visual Inspection D 6878 Pass Pass •• MD: Machine Direction XMD: Cross Machine Direction Supplemental Testing ' Physical testing performed on a typical 10' (3.05 m) wide membrane Property ASTM Test Method ASTM Requirements 45 Mil Dynamic Puncture D 5635 N/A 25 Joules Static Puncture 0 5602 N/A Pass CO 44 Ib (20 kg) Reflectance C 1549 N/A 78.4% Emittance C 1371 N/A 0.88 Resistance of Synthetic Polymer Material to Fungi G 21 N/A 0 rating Puncture Resistance (FTMS 101C, Method 2031) N/A N/A 363 Ib (165 kg) Moisture Vapor Transmission E 96 N/A 0 g/m2per 24 hours Hydrostatic Resistance, Mullen 0 751 N/A 474 PSI (3268 kPa) Refer to the Material Safety Data Sheet prior to using JM TPO. Material Safety Data Sheet is available by calling (800) 922 -5922 or on the Web at www.jm.com /rooting. RS-8632web 7-10 (Replaces 6 -10) Johns Manville A Berkshire Hathaway Company October 26, 2010 Field Roof Service, Inc. 25924 78th Ave S Kent, WA 98032 Brian A. Mayer Senior Sates Representative Washington, N. Idaho, Montana Johns Manville Corporation 12717 185'" Way SE Renton, WA 98059 (425) 271-2664 (866) 243-5313 Fax brian.mayer@jm.com Re: Johns Manville TPO Roof System Insurance Auto Auctions - Roof Project To Whom It May Concern: I understand that the Johns Manville TPO roofing specification proposed for use on the above project is as follows. Roof System Deck: Steel Deck Insulation: JM ENRGY'3 3.4" R -21 4' x 8' – Mechanically Attached with JM Fasteners and JM Plates. Membrane: JM TPO 45 White – Mechanically Attached with JM HL Plates and JM HL Fasteners. The above Roof System is to be installed per Johns Manville application and detail requirements. The above roof system meets a UL Class A - Mechanically Fastened (TPO) 32. Deck: NC Incline: 3/4 Insulation (Optional): — "ENRGY 3 ", any thickness. Membrane: — "JM TPO ". This service was offered for your guidance and assistance with the understanding that my comments do not constitute any representations, endorsements of, or an assumption by Johns Manville Roofing Systems of any liability for the adequacy of the design of this building or any material not supplied by Johns Manville. Regards, Brian A. Mayer City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director JOEL STANDIFORD 25924 78 AV S KENT WA 98032 RE: Permit No. D10 -280 8801 EAST MARGINAL WY S 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 05/07/2011. 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 05/07/2011, 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. D10 -280 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 C t: 'r I f TU Jim Haggerton, Mayor Department of Comm nit,/ i' evelopment Jack Pace, Director Joel Standiford 25924 78 Ave S Kent, WA 98032 RE: Incomplete Letter #1 Development Permit No. D10 -280 Insurance Auto Auctions — 8801 East Marginal Wy S Dear Mr. Standiford, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on October 19, 2010 is determined to be incomplete. Before your application can continue the plan review process the following items from the following departments need to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions regarding the following: 1. Provide specification sheets and class rating for new roofing materials. Be sure to identify insulation R -21 with specs. Fire Department: Alan Metzler at 206 575 -4407 if you have questions regarding the following: 1. Provide details on roofing to be installed. Will a torch be used? Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, ifer Mjshall it Technician Enclosures File: D10 -280 W:\Permit CenterUncomplete Letters\2010\D10- 280 Incomplete Ltr #1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 o Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • ' E M T COON COPY./ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -280 DATE: 10/29/10 PROJECT NAME: INSURANCE AUTO AUCTIONS SITE ADDRESS: 8801 EAST MARGINAL WY S Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # after Permit Issued DEPARTMENTS4 ,n9 din 'vision 2 Public Works Fire Prevention ❑ Structural Planning Division ❑ Permit Coordinator El DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete U DUE DATE: 11/02/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Building Please Route ❑ Structural Review Required REVIEWER'S INITIALS: No further Review Required Jj DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 11/30/10 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 II/ PERMIT C COPY. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -280 DATE: 10/19/10 PROJECT NAME: INSURANCE AUTO AUCTIONS SITE ADDRESS: 8801 EAST MARGINAL WY S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEP RTMENTS: • dig Nisi n Public Works n ire Pre enlion Structural Planning Division ❑ Permit Coordinator n u DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Incomplete Comments: DUE DATE: 10/21/10 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: LETTER OF COMPLETENESS MAILED: Bldg] Fire Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route n Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 11/18/10 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 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.d.tulcwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D10-280 ® Response to Incomplete Letter # I ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Insurance Auto Auctions CITY RE 0CT292010 PERMIT CEWT Ep Project Address: 8801 East Marginal Wy S Contact Person: JoCL 574-",to l k2 0 Phone Number: 25;3 -- 852-x /' 74/ Summary of Revision: / De,,,T. //C.A rA i /ZoO,' Sc/S-7-6._s�'1 PEc: r' ,�i (\ o,- goo S f s Cj)) 7 -/ R— 2 ( (3. y/ /1) /. /5 U c-. 7'ion/ f l c t e — L , 4 4 4 S t '2 ( -I �� !,/ J � F�� c✓�li�a,.F Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit ente by: Entered in Permits Plus on t 0 !�� t O \applications \forms- applications on 1ine\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Peter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L81 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 FIELDS ROOF SERVICE INC UBI No. 600125673 Phone 2538524974 Status Active Address 25924 78Th Ave S License No. FIELDRS262L1 Suite /Apt. License Type Construction Contractor City Kent Effective Date 6/21/1974 State WA Expiration Date 9/25/2011 Zip 98032 Suspend Date County King Specialty 1 Roofing Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status TOPRUCL9410ATOP -RUNG CONSTRUCTION LLC Construction Contractor General Unused 8/31/2006 8/31/2012 Active WESTCC'093BZ WESTCOAST CONTRACTORS Construction Contractor General Unused 1/9/1991 1/9/1992 Archived Business Owner Information Name Role Effective Date Expiration Date GILMER, GARY 5 President 01/01/2000 Bond Amount GOEMAN, DALE J President 01/01/2000 SH3047 PATNODE, TERRY M. President 01/01/2000 MANDELAS, MICHAEL J Secretary 01/01/2000 TRAVELERS CAS & SURETY CO GILMER, THOMAS A President 06/21/1974 12/09/2002 PEPPER, SCOTT Treasurer 06/21/1974 12/09/2002 PEAK, DUANE Vice President 06/21/1974 12/09/2002 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 9 CBIC SH3047 04/04/2008 Until Cancelled $12,000.0003/01 /2008 8 TRAVELERS CAS & SURETY CO 081S103574756BCM 04/04/2001 Until Cancelled 04/04/2008 $6,000.0003/05/2001 01/30/2007 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 23 FIRST MERCURY FMWA0000153 02/01/2008 02/01/2011 $1,000,000.00 01/26/2010 22 FIRST MERCURY INS CO FMFL002466 02/01/2007 02/01/2008 $1,000,000.00 01/30/2007 21 FIRST MERCURY INS CO FMFL001506 02/01/2006 02/01/2007 $1,000,000.00 01/30/2006 20 FIRST MERCURY INS CO FMFL000641 02/01/2005 02/01/2006 $1,000,000.00 02/04/2005 19 CONTINENTAL WESTERN INS CWP2375484 02/01/2003 02/01/2005 $1,000,000.00 01/28/2004 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 11/04/2010