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Home My WebLink AboutPermit D10-186 - HAYWARD BAKER - REROOFThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D10 -186 Hayward Baker Reroof 11022 East Marginal Way South RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = Brief Explanatory DeSctiptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 23 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. HAYWARD BAKER REROOF 11022 EAST MARGINAL WYS D10 -186 City oPrukwila • 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 DEVELOPMENT PERMIT Parcel No.: 0323049168 Address: 11022 EAST MARGINAL WY S TUKW Suite No: Project Name: HAYWARD BAKER REROOF Permit Number: D10 -186 Issue Date: 07/28/2010 Permit Expires On: 01/24/2011 Owner: Name: EMW SOUTH L L C Address: 3006 NORTHUP WAY STE 303 , BELLEVUE WA 98004 Contact Person: Name: SEAN HUFFMAN Address: 1551 127 PL NE , BELLEVUE WA 98005 Contractor: Name: CERTIFIED CONTRACTORS INC Address: 1551 127 PL NE , BELLEVUE WA 98005 Contractor License No: CERTICIO32L5 Phone: 206 349 -1735 Phone: 425 - 646 -9441 Expiration Date: 02/14/2011 DESCRIPTION OF WORK: REMOVE EXISTING ROOF. INSTALL 4" INSULATION OVER NEW PLYWOOD DECK. INSTALL 60 MILL T.P.O. MEMBRANE OVER TOTAL ROOF. Value of Construction: $41,000.00 Fees Collected: $1,362.53 Type of Fire Protection: AFA International Building Code Edition: 2009 Type of Construction: VB Occupancy per IBC: 0024 * *continued on next page ** doc: IBC -10/06 D10 -186 Printed: 07 -28 -2010 City ofiTukwila • 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 -186 Issue Date: 07/28/2010 Permit Expires On: 01/24/2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. Start Time: End Time: Fill 0 c.y. 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: -TM � 0 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 pp^errmit. Signature: �U?i i.9- -- Date: 9II1C/lld /v Print Name: em J it t. sn■a.• s 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 -186 Printed: 07 -28 -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. tukwi la. wa. us Parcel No.: 0323049168 Address: Suite No: Tenant: PERMIT CONDITIONS 11022 EAST MARGINAL WY S TUKW HAYWARD BAKER REROOF Permit Number: Status: Applied Date: Issue Date: D10 -186 ISSUED 07/20/2010 07/28/2010 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 arty 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 -186 Printed: 07 -28 -2010 • r 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 ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: ge-rkte,40 6;e_ra Icy y KO_ t >y,aJts Date: 7 42)46/0 doc: Cond -10/06 D10 -186 Printed: 07 -28 -2010 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://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) 1710— 1 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 King Co Assessor's Tax No.: Site Address: 11 022 Eat Mars%nal Wu-9 Sou-FL Suite Number: Tenant Name: gduuJOXCa,- Sakear pcAu�h v►G1 New Tenant: ❑ Yes ❑..No Property Owners Name: mc_ (m,(Ca, 1tt \te lei?rK.M,+ Mailing Address: 300 ce n(41,. 4Ie 0,01 ti) Floor: (jt 8601 City State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: SeCNYZ i.1u fivv in Day Telephone: 2D10 349 1-1 3 S Mailing Address: 1 SS % I'll"' iP1 NE 13e.1 le dui W Pc q ff00 S City State Zip E -Mail Address: t'nCO (t. C x..344 ' Drsht (A ctes me, • Ciz.IM Fax Number: ilias - 4.-AS 1 34 oaf GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plum, brii g and and Gas Piping (pg 5)) Corks. Company Name: ��Q l/Q P'�"�' Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: j` �-� l �� 0132-1M City Day Telephone: Fax Number: Expiration Date: State Zip o2-1i4l1/0u ARCHITECT OF RECORD - All plans must be stamped by Architect of Record Company Name: 1.)■ rnt r it-ort•S /WC_ , Mailing Address: ?v pot, k.)o- (4'1,.,i 0-14.4 301 Contact Person: AM -1(r 'PE y E -Mail Address: I.ttttoiLt City Day Telephone: 41 - 4 P-q 3 Fax Number: State Zip ENGINEER OF RECORD - All plans must be stamped by Engineer of Record Company Name: POFe Sl r„c ltia Mailing Address: WO T'ta-tj 14Z t 5 h tt.. It 5tTik�+l.e City State Zip Contact Person: »I AN t� NEE Day Telephone: 7 2 S - W - E -Mail Address: Fax Number: H:\ApplicetiomFoans- Application On line\2010 Applicaiiwas \7- 2010 - Permit Application.doc Revised: 7 -2010 bit Page 1 of 6 • BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ `l ` �f/ G OO t Existing Building Valuation: $ Scope of Work (please provide detailed information): L.,�`.� �• P i' —!� V •�/1 -a::� 6' T T f, v eyU-e"- C OQ Will there be new rack storage? ❑ Yes 4. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 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:Wpplioatiotn\Foms- Applications On Iine12010 Application0-2010 - Penmt Applicatioadoc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Stricture New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 2nd Floor 3rd Floor Floors thru 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:Wpplioatiotn\Foms- Applications On Iine12010 Application0-2010 - Penmt Applicatioadoc Revised: 7 -2010 bh Page 2 of 6 PERMIT APPLICATION NOTES - Applicable to all permits hi 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 AUTHORIZED AGENT: Signature: c �. % 4 `-) 7 - Date: 2-0 `—(/ D Print Name: i l t e- k a. v c( 3 3 0 /1'k2 01 f.S Day Telephone: Mailing Address: ) 5- / - / 2- 7 /2-4A-e- /1/ g _8 e. LLe c...>-1-4 e (,jle s 9 8 e'd 5— City State Zip IDate Application Accepted: In 1247 (f o Date Application Expires: ®1 H:Wpplieatio Forms - Applications On Line t2010 Appliabons 7- 2010 - Permit Application.doc Revised: 1 -2010 bh Staff Initials: Page 6 of 6 • City of Tukwila sy 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.: 0323049168 Permit Number: D10 -186 Address: 11022 EAST MARGINAL WY S TUKW Status: APPROVED Suite No: Applied Date: 07/20/2010 Applicant: HAYWARD BAKER REROOF Issue Date: Receipt No.: R10 -01423 Initials: User ID: Payee: WER 1655 Payment Amount: $827.55 Payment Date: 07/28/2010 08:24 AM Balance: $0.00 CERTIFIED CONTRACTORS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 24164 827.55 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 823.05 640.237.114 4.50 Total: $827.55 PAYMENT RECEIVED doc: Receiot -06 Printed: 07 -28 -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 RECEIPT Parcel No.: 0323049168 Permit Number: D10-186 Address: 11022 EAST MARGINAL WY S TURIN Status: PENDING Suite No: Applied Date: 07/20/2010 Applicant: HAYWARD -BAKER REROOF Issue Date: Receipt No.: R10 -01356 Initials: User ID: Payee: JEM 1165 Payment Amount: $534.98 Payment Date: 07/20/2010 10:17 AM Balance: $827.55 CERTIFIED CONTRACTORS, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 24165 534.98 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 534.98 Total: $534.98 PAYME T RECEIVED doc: Receiot -06 Printed: 07 -20 -2010 ... j' .• ate q ", . .:ta BM SPECTION RECORD Re.tai' ka ico with permit -o - INSP ••N NO. py • PERMIT:NO cITY•OF 1UKWI1LA BU�I`LDI:NG. DIVISION 6300 Southcenter Blvd:, #100, Tu'kw.ila. WA•98188 • (206) 431 -3670 ;: Pa emit Inspection Request Line'(206) 431 -2451 _- Pi" Q Afill - . pe — Ins p ct f t - j Ad res . t r1 ? c_ rWAt Date Called: -t _ - • Sphcial Instrudions: • • • . • Date Wanted: • • - ,/'r a,pl i h f 5 -' /_ p.m. Requester: Phone l!No: j� r�7.\ Approved per applicable codes. • '4! • A •a rrectns required priorto approval. . CFOl1ENTS: r 't'.2.0/117( VPIri.Cirt" fr7/41)47"/ \ / 1 Inspec Date: , ®I REINS °ECT10 FEE 'REQUIR -1 Prior to n • t inspection. fee must be paid 6300 Southcenter Blvd.. uite' 100: all:;to schedule reinspection. i • INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION K' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: (r (� u■W.r d 1-� ,R 1.-�✓ Type of Inspect'on: Z 19 J 43 �e �+�fn S Address: Date Called: Special Instructions: Date Wanted: - 1 0 a.m. p.m. Requester: Phone No: 'Approved per applicable codes. 12 Corrections required prior to approval. i COMMENTS: r� Pe5CS66A -4 ui0-849A) — 4Pita.64 Date: .00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be id at 6300 Southcen r Blvd., Suite 100. Call to schedule reinspection. Recreipt No.: Date: Alta. AlltiEght,sterwa..._ #-1 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 I� 10--18 6 Projec : u1tX j► Type of Inspection: �R F - ,2 f2 ao Address: /1 D Z - m�IR��,vr�r Date Called: r� Special Instructions: Date Wanted: 7 2`3 /0 p.m. Requester: Phone No: 01o6 -3y5- /735 Approved per applicable codes. Corrections required prior to approval. COMMENTS: "T-A-R>1 .e)( (A) *11- ftA Pc- i P LAW r b-r" 0 , d 6.6re Y Insp Date: G 1,0 E1 $60.00 REINSPECTION FEE RE UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd. Suite 100. Call to schedule reinspection. Receipt No.: 'Date: CERTIFIED CONTRACTORS, INC. 1551 127th Place NE, Bellevue, WA 98005 (425) 646 -9441 (425) 451 -3904 (Fax) (888) 206 -3676 (Toll Free) To: City of Tukwila REVISIONS No changes shall be made 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. RE: Hayward Baker Reroofing Project 11022 E. Marginal Way Tukwila WA 98168 The following is a short scope of work for the above project: 1. Remove existing four ply built up roof system to existing decking. 2. Repair and replacement of any bad decking to be done by General Contractor. 3. Layover existing tongue and groove decking with ' /2" CDX plywood and fasten per plan schedule. 4. Install 4" isocyanurate insulation for an R value exceeding plan scope of R -21. 5. Install .60 mil mechanically fastened Firestone TPO Single Ply roofing system including all components and flashings per Firestone specification. If you have any questions please feel free to contact me at 1- 206 - 349 -1735. Thank You, Sean Huffman GerlL Permit No. Plan review approval is subject to errors and omissions. Approval of construction ion documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged By Date: 1 €)) k o f 0 City Of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPrifVE JUL 2 3 2010 A-T City of Tukwila BUILDING DIVISICNcIT, o Tul wiut JUL 202010 PERMIT CENTER FILE C py CHNICAL INFORMATLON-SHEE 201., »112612010.- °Firestonc BUILDING PRODUCTS UltraPly" TPO DESCRIPTION: Firestone UltraPlyT'" TPO is a flexible Thermoplastic Polyolefin roofing membrane that is produced with polyester weft - inserted reinforcement. This heat weldable TPO membrane is available in 45 mil (1.1 mm) and 60 mil (1.5 mm) thicknesses in 8' (2.4 m), 10' (3 m) and 12'4° (3.76 m) widths. The colors available are white, tan or gray. This reflective membrane is suitable for a variety of low slope applications. METHOD OF APPUCATION: 1. Firestone UltraPly TPO membrane is installed as continuous roofing or waterproofing layer on the roof. Rolls are overlapped (side laps and end laps) prior to the heat welding of the seam areas. 2. Install the UltraPly TPO Roofing System in accordance with current Firestone UltraPly TPO specifications, details and workmanship requirements. 3. Please contact Firestone Roofing Solutions or visit the Firestone Technical Database for additional information at www.Firestonebpco.com. PRODUCT DATA: Thickness: 0.045° (1.1 mm) 0.060° (1.5 mm) Width: 5 ft to 12 ft 4 in (1 Length: 100 ft (30.5 m) Colors: White, Tan, Gray CR C cool. xuru WI= COt \171 CHARTER MEMBER .5mto3.75 m) 'REVIEWED FOR CODE COMPLIANCE JUL 2 3 2(10 STORAGE: • Store away from sources of punctures, and physical damage. • Assure that structural decking will support the Toads incurred by material when stored on rooftop. The deck toad limitations should be specified by the project designer. • Store away from ignition sources as membrane will bum when exposed to open flame. PRECAUTIONS: • Exercise caution when lifting, moving, transporting, storing or handling membrane rolls to avoid sources of punctures and possible physical damage. • Contact Firestone Roofing Solutions Department for specific recommendations regarding chemical or waste product compatibility with Firestone UltraPly TPO Membrane. • Refer to Material Safety Data Sheets (MSDS) for safety information LEED INFORMATION: Post Consumer Recycled Content: Post Industrial Recycled Content: Manufacturing Location: City of Tukwila AppRoyal ING DIVISION ENERGY STAR This sheet is meant to highugM Firestone's products end specifications and is subject to change without notice. Firestone takes responsibility for furnishing quality materials, wtddt meet Firestone's pubbshed product specifications Neither Firestone nor its representatives practice architecture. Firestone offers no opinion on and egxessly disclaims any responsibility for the soundness of any structure. Firestone asaceptsa no liability for structural failure or resultant damages. Consult a competent sbudural engineer prior to Installation it the structural soundness or structural ability to properly support a planned Installation is In question. No Firestone representative is authorized to vary this disclaimer. RE CITY OF T"(3IWLA CCMC 13348 -R MIAMI-DADE COUNTY APPROVED 0% 15% Wellford, SC Las Vegas, NV Tuscumbia, AL pSSIF4Eo US Firestone Firestone Building Products Company, LLC 250 W. 968 Street. Indianapolis, IN 46260 Sales: (800) 428 -4442 • Technical (800) 428-4511 www.flrestonebpco.com Jul % 0 2010 S723- 2 PERMIT CHI HNICAL.INFORMATION SHEE' 201 112.612010 UltraPiyTM TPO Firestone BUILDING PRODUCTS PH YSICAL.:PROPER'TIE.S.,:: :; Values were obtained from independent testing for the CRRC table below. SRI is calculated from Solar Reflectance Index (SRI) calculator from the USGBC. ER' RT= __ _" `T Nest Methds"; '- ; z60 Values .� Property ° t' ASTM D 6878 �' iiiT al Initial Solar Reflectance 'rte ,6. ,R c ficat� n_ �. X 45 °mile �=60�mil ... �, �, � . '. , .�t Overall Thickness ASTM D751 0.039" (1.0 mm) min 0.045" (1.1 mm) t10% 0.060" (1.5 n h ) t11r4 Coating Over Scrim ASTM D6878, Annex A 0.012" (0.305 mm) min 0.020" (0.51 mm) 0.025" (0.64 fnm) Breaking strength ASTM D751, Grab Method 220 Ibr (975 N) min 340 Ibf (1,510 N) 39g Ibf (1,730 N) Elongation at Reinforcement Break ASTM D751, Grab Method 15% min 25% 25% Tearing Strength ASTM D751 55 Ibr (245 N) min 120 Ibf (530 N) 120 Ibf (530 N) Brittleness Point ASTM 02137 -40 °F (-40 °C) Pass Pass Ozone resistance, no cracks ASTM D1149 Pass (no cracks) Pass Pass FHea Tiged:PropertiestW ASTM 0573 - ', , ,' Retention of Breaking Strength ASTM D751, Grab Method 90% min > 90% > 90% Elongation at Reinforcement Break ASTM D751, Grab Method 90% min > 90% > 90% Retention of Tearing Strength ASTM D751 60% min > 60% > 60% Weight Change (Membrane) t 1% max < 1% < 1% Linear Dimension Change ASTM 01204 6 h at 158 °F (70 °C) t 1% max < 1% < 1% Water Absorption ASTM D471 t 3.0% max < 3% < 3% Weather Resistance ASTM G155, 80 °C Black Panel, no cracking, crazing when wrapped around a 3" mandrel and inspected at 7x magnification 10,080 kJ/m2 min > 20,160 kJ/m2 > 20,160 kJ/m2 Puncture Resistance FTM 101C Method 2031 - 265 Ibf (1,180 N) 300 Ibf (1,300 N) Values were obtained from independent testing for the CRRC table below. SRI is calculated from Solar Reflectance Index (SRI) calculator from the USGBC. ER' RT= __ al ; z60 - ko, .f bun- u " ASTM E903 0.81 Initial Solar Reflectance 0.79 0.60 Solar Reflectance Initial 0.79 0.60 0.95 Aged Solar Reflectance (3 years) 0.78 0.54 77 Solar Reflectance Weathered 0.68 0.55 Cleaned prior to aged test? Yes No Thermal Emittance Initial 0.85 0.81 Initial Emittance 0.85 0.81 Thermal Emittance Weathered 0.83 0.84 . �:::� _ r, +fig , W . - ,: y q�qp I-aGC LAPP IT Permit No. Insulation Attachment Patterns The diagrams below show the required patterns for proper placement of approved fasteners and plates for insulation on Standard Firestone 55 mph Roofing Systems. The most common fastener density and pattern requirements are shown on this technical information sheet. Certain specifications may call for increased densities of fasteners in the perimeters and corners of roofs. For non - standard fastener densities, contact Firestone Technical Services or visit the Firestone Technical Database at www.firestonebpco.com. Minimum Number of Fasteners and Plates: For Mechanically Fastened Svstemq 4'x4' 4'x8' Insulation Thickness Boards Boards All Approved All Approved For Mechanically Fastened Svstemei with an Air /Vapour Barrier 4 5 4'x4' 4'x8' Insulation Thickness Boards nada Firestone ISO 95+ 0.5 " -1.4" 8 16 1.5 " -1.9" 6 12 2" or Greater 4 8 rs = r950j: 0592/2008-- Firestone BUILDING PRODUCTS Minimum Number of Fasteners and Plates: For Non - Mechanically Fastened Systems 4'x 4' 4'x 8' Insulation Thickness Boards Boards Firestone ISO 95+ 0.5 " -1.4" 8 16 1.5 " -1.9" 6 12 2" or Greater 4 8 Firestone HailGard Min. 1.5" 8 16 Firestone FlberTop 0.5 " -1" 8 16 DensDeck® 1/a ", 1/2", and 5/8" EPDM, TPO 0.25" 8 0.50" 6 0.625" 4 Asphalt Systems 0.25 " - .625" 6 DensDeck Prime® 1/4",'h ", and 5/8" EPDM, TPO 0.25" 6 0.50" 5 0.625" 4 Asphalt Systems 0.25 " - .625" 4 16 12 8 12 12 10 8 8 The following Attachment diagrams represent a 4' x 8' insulation board. Please refer to the above mentioned attachment patterns for a specific board attachment rate. For further information relating to attachment patterns or system specifications please refer to the Firestone Technical Database at www.firestonebpco.com. REVIEWED CODE COMP APP -(WED 0 OR JUL 2 3 20105 fasteners City of Tukwila BUILDING niviSION OW o T O 24 u O l0 O 0 O 0 8 fasteners CBV D- cETV RE of TUKKVV1LA JUL 2 0 2010 PERMIT CENTER ..1) I or s1 tc 1 is 1' 0 0 0 O 0 0 9 fasteners S72 -RFS -075 0 I '2 OW 'ECHNICAL INFORMATION O O 0 OW 4W 12 fasteners O 0 0 — r+,T +tT- O O O 0 O 0 0 O 0 0 O O O R 18 fasteners O 0 0 0 O 0 0 0 O 0 0 0 pr..* T+,T- O 0 0 O 0 0 0 O 0 0 0 O 0 0 0 dr 27 fasteners IT +T IT IT IT IT IT IT 9Q Of x� 0 0 14 fasteners rx O TT 0 O x 0 0 O 0 x-1 0 0 v 0 —O O O 0 0 0 sr --I 21 fasteners IT IT ,T a O 0 0 T 0 ir O 1_ 0 O O O 0 010 O 0 0 0 O 0 0 0 O 0 O 0 0 0 ar 28 fasteners This sheet la meant only to highlight Firestone* products and epedNralions Itdorrnation is Butted to charge whir ut notice. Firestone takes reaponnboityy far furnishing quality materials, which meet Ftreetanee put fished product specification. As neater Firestone itself nor as representatives practice architecture, Fkearone otters no opinion on and expressly disclaims any reeponddlity for the soundness of any structure on which its products may to applied if questions arise as to the sowiness of a structure, or as Bally to support a planned matatation property, the 0% her should Otto opinions of competent structural engineers before proceeding. Firestone accepts no Sat icy for any atudural faaure or for reactant damages, and no Firestone Representative is authorized to vary this dademer t' IT IT IT or IT r 0 0 OW 16 fasteners r x 0 0 ,r O ,T I ,a- 0T0 O ,T 0 O 0 O 0 0 O 0 0 O 0 O 0 O 0 O 0 0 24 fasteners O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 i-wr 32 fasteners err r Firestone Building Products company, LLC 250 W 96* Street, Indianapolis, IN 46260 Sales: (800) 428 -4442 • Technical (800) 428 -4511 www.firestonebpco.com S723 -RFS -075 i r L m T P ',mIt No. HN1 1NFORI ,,-,- • -,- - 0 210 812 0 1 0 -•' T!restone BUILDING PRODUCTS ISO 95 +TM GL Flat and Tapered DESCRIPTION: Firestone ISO 95+ GL flat and tapered roof insulation consists of a dosed-cell polyiso foam core laminated to a black glass reinforced mat facer. Flat and tapered ISO 95+ GL provide outstanding thermal performance on commercial roofing applications, while providing positive roof top drainage to help eliminate ponding water when tapered ISO 95+ GL is used. All Firestone polyiso insulations use EPA accepted blowing agents and qualify under the Federal Procurement Regulation for Recycled Material. Fiat and tapered ISO 95+ GL with IsoGard Foam Technology incorporates a HCFC -free blowing agent that does not contribute to the depletion of the ozone (ODP -free). METHOD OF APPLICATION: Insulation shall be neatly fitted to all roof penetrations, projections and milers. No more insulation shall be installed than can be covered with membrane and completed before the end of each day's work or before the onset of inclement weather. NOTE: See Firestone Technical Information Sheet 950 for Insulation Attachment Patterns. ISO 95+ GL FLAT AND TAPERED MUST BE INSTALLED USING: Fasteners and plates, hot asphalt or Firestone approved insulation adhesives. For ballasted systems, the top layer of Firestone Insulation may not be mechanically attached. ISO 95+ GL Flute S n Over Metal Decks Thickness 1.0" 1.25" 1.5 " -3.8" 4.0" Span 2.625' 3.675° 4.375' 4.5" SPECIFICATION COMPLIANCE: ASTM C1289, Type II, Class 1 UL Classified FM Class 1 Approved Manufactured in an ISO 9002 Registered Facility CAN/ULC -S704, Type 1, Class 3 (.-1i1 r . I APPROVED PI CCMC 13274 -L This sheet Is meant to highlight Firestone's products and specifications and is subject to change without notice. Firestone takes responsibility for furnishing quality materials. which meet Firestone's published product specifications. Neither Firestone nor its representatives practice architecture. Firestone offers no opinion on and expressly disclaims any responsibility for the soundness of any structure. Firestone accepts no liability for structural failure or resultant damages. Consult a competent structural engineer prior to installation if the struaurai soundness or stnrctu al ability to property support a planned installation is in question. No Firestone representative is authorized to vary this disclaimer. Cellulosic Glass Reinforced Facer • RQDUCT =DATA Insulation Thickness (inches) (mm) 1.00 25.4 1.25 31.7 1.50 1.75 2.00 2.30 2.50 2.80 3.00 3.25 3.50 3.75 4.00 38.1 44.5 50.8 58.4 63.5 __71.1 76.2 82.6 88.9 95.3 101.6 LTTR" R -Value 6.0 7.5 9.0 10.5 a 12.1 4-dr� 4►�`CsfS c SSD 14.0 15.3 17.2 18.5 20.1 21.7 23.4 25.0 *Long Tenn Thermal Resistance (LTTR) values provide a 15 -year time - weighted average in accordance with CAN/ULC-S770. LYISO =PHYSICAL = PROPERTIES Physical Pmooerty ASTM Biat Compressive Strength` D 1621 Density D 1622 Dimensional Stability D 2128 Moisture Vapor E 96 Transmission Water Absorption C 209 Service Temperature English Values 20 psi, typical 2 pct <2% <2% <1.0 Perm <57.5 ng/(Pa•s•n2) <1% by <1% by Volume Volume -100° to 2 05 r E --.. -73° to 121° C Metric Values 138 kPa typical 32 kg/mi •25 psi (172 kPa) available upon request. AVAILABLE SIZES: Flat Boards: 4'x 4'(1.22 mx 1.22 m 4' x 8' (1.22 m x 2.44 m Thickness ranging 1.0" (25.4 mm) to 4.0° (10 Tapered Boards: 4' x 4' (1.22 m x 1.22 m 4'x8'(1.22mX2.44m Thickness ranging 0.5° (12.7 mm) to 4.0" (10 Slopes ranging 1/16° per foot (.5 %) to W pe See chart on page 2. STORAGE AND PRECAUTIONS: • Keep insulation dry at all times. • Elevate insulation above the deck or ground. • Cover insulation with waterproof tarps. • Combustible. Refer to MSDS for more information. • Do not install over wet, damp or uneven substrates. REVIEWED FOR CODE COMPLIANCE A ''` connillED 6mm) JUL 2 3 2010 (special order) .8 mm) foot (lefty of Tukwila BUILDING DIVISION MANUFACTURING LOCATIONS: Aurora, CO Florence, KY Bristol, CT Jacksonville, FL DeForest, WI RECEIVED CITY OF TUINNLA JUL 2 02010 D\ PERMIT CENTER Corsicana, TX Salt Lake, UT Youngwood, PA Firestone Building Products Company 250 W. 96°i Street, Indianapolis, IN 46260 Sales: (800) 428 -4442 • Technical (800) 428 -4511 www.firestoneboco.com S723 -RFS (IQ 66 0-11 CHNICAL O:R 02!08!2010 _- LEED INFORMATION: Firestone Resista can help contribute to overall L.E.E.D. certification due to its thermal efficiency (R- Value), recyded content. and zero ozone depletion. Reslsta can help achieve valuable credits in the following categories: • Energy and Atmosphere - Benefits of commissioning building energy systems include lower energy use and lower operating costs. - Firestone Resista contains the highest R -Value per Inch to help assist in the following credits: • EA Pre - requisite 2: Minimum Energy Performance • EA Credit 1: Optimize Energy Performance (1 -19 points) • Material & Resources - Benefits include the reduction of waste, as well the preservation of landfill space and raw materials. - Firestone Resista contains recycled content, can be re -used, and is manufactured strategically across the United States. • MR Credit 2: Construction Waste Management (1 -2 points) • MR Credit 3: Material Re-Use (1 -2 points) • MR Credit 4: Recycled Content (1 -2 points) • MR Credit 5: Regional Material (1 -2 points) "2La14r S 4 RECYCLE CONTENT OF ISO 95+ GL Thickness (inches) Thickness, (millimeters) % Post Consumer % Post Industrial TOTAL RECYCLE CONTENT 1.00 25.40 37% 15% 52% 1.25 31.76 33% 15% 48% 1.50 38.10 29% 15% 44% 1.75 44.45 26% 15% 41% 2.00 50.80 24% 15% 39% 2.30 58.42 21% 15% 36% 2.50 63.50 20% 15% 35% 2.80 71.12 18% 15% 33% 3.00 76.20 17% 15% 32% 3.25 82.55 18% 15% 31% 3.50 88.90 15% 15% 30% 3.75 95.25 14% 15% 29% 4.00 101.60 14% 15% 29% LEED Reference Guide information can be obtained on line at jtto : //www usabc.ora /. "LEED is trademark of the U.S. Green Building Coundl." TAPERED ISO 95+ GL (Common Panel Tvpes Panel Code Min -Max Thickness Slope Pieces Per Bundle (4'x'4') A 0.5" -1.0" 12.7 mm - 25.4 mm 1 /8 "/ft. 1% 64 AA 1.0" - 1.5" 25.4 mm - 38.1 mm 1 /8 "/ft. 1% 38 B 1.5" -2.0" 38.1 mm- 50.8mm 1/8 "/ft. 1% 26 C 2.0" - 2.5" 50.8 mm - 63.5 mm 1 /8 "/ft. 1% 20 G 1.0° - 2.0" 25.4 mm - 50.8 mm 1 /4 "/ft. 2% 32 H 2.0" - 3.0" 50.8 mm - 76.2 mm 1 /4 "/ft 2% 18 I 3.0" - 4.0" 76.2 mm -100.6 mm 1 /4 "/ft 2% 12 X 0.5" - 1.5" 12.7 mm - 38.1 mm 1 /4 "/ft. 2% 48 Y 1.5" - 2.5" 38.1 mm - 63.5 mm 1/4 "/ft. 2% 24 Z 2.5" - 3.5" 63.5 mm - 88.9 mm 1 /4 "/ft. 2% 16 Q 0.5" - 2.5" 12.7 mm -63.5 mm 1 /2"/ft. 4% 32 Contact Firestone's Estimating Services Department for a project quotation or for layout guidance. For site assistance or contractor support, contact Firestone's Tapered Project Management Team by calling: 1- 800 - 428-4442 or by emailing: estimatlnoservicesdeot Cdlfirestonebo.com 1/8 " /ft. Tapered Section 0.5" 0.5" 1/2 "/ft. Tapered Section 1/4 "/ft. Tapered Section 0.9' 1 /4 "/ft. Tapered Section Contact Firestone's Estimating Services Department for a project .quotation or for layout guidance. For site assistance or contractor support, contact Firestone's Tapered Project Management Team by calling: 1- 800- 428-4442 or by emailing: estimatinosenricesdeott firestonebp.com 5723 -RFS -066 • PERMIT Ci 4 COPY M PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -186 DATE: 07/20/10 PROJECT NAME: HAYWARD BAKER REROOF SITE ADDRESS: 11022 EAST MARGINAL WY S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DDEEPARTMMEE%NTS: Building Divis o 1111 I��o Public Works ire Prevention Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete U DUE DATE: 07/22/10 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: Building Please Route REVIEWER'S INITIALS: Structural Review Required U No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 08/19/10 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 Contractors or Tradespeople Peter Friendly Page 0 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 CERTIFIED CONTRACTORS INC UBI No. 601794580 Phone 4256469441 Status Active Address 1551 127Th Pl Ne License No. CERTICI032L5 Suite /Apt. License Type Construction Contractor City Bellevue Effective Date 6/25/1997 State WA Expiration Date 2/14/2011 Zip 98005 Suspend Date County King 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 FACTOCC077PH FACTORY CERTIFIED CONTRS INC Construction Contractor General Unused 10/8/1993 1/5/1998 Archived CERTIC'088QL CERTIFIED CONTRACTORS Construction Contractor General Unused 11/13/1992 11/13/1993 Archived BOMARRJ100QB BOMARS, RICHARD J Construction Contractor General Unused 11/2/1990 10/2/1992 Archived Business Owner Information Name Role Effective Date Expiration Date BOMARS, RICHARD J President 06/25/1997 Bond Amount 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 2 HARTFORD FIRE INS CO 52BSBDX1970 02/23/2006 Until Cancelled $12,000.0003/31 /2006 Assignment of Savings Information Savings Assignment of Savings Account Number Effective Date Release Date Assignment Type Impaired Date Amount Received Date 6/24/1998 2/26/2009 Bond $6,000.00 Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 14 CORNHUSKER CASUALTY CO WAC460297 02/18/2009 02/18/2011 $1,000,000.00 02/11/2010 13 CORNHUSKER CAS INS WAC460297 02/18/2008 02/18/2009 $1,000,000.0002 /15/2008 12 CAS WAC460294 WAC460294 02/18/2007 02/18/2008 $1,000,000.00 02/26/2007 11 CORNHUSKER CAS INS WAC460360 02/18/2007 02/18/2008 $1,000,000.00 02/14/2007 10 FIRST MERCURY INS CO FMIL001338 02/18/2006 02/18/2007 $1,000,000.00 02/27/2006 9 FIRST MERCURY INS CO FMIL000394 02/18/2005 02/18/2006 $1,000,000.00 02/23/2005 8 CLARENDON AMERICAN INS CO HML0003783 02/18/2004 02/18/2005 $1,000,000.00 04/12/2004 https://fortress.wa.gov/lni/bbip/Print.aspx 07/28/2010