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Permit D07-150 - FAMOUSE DAVE'S RESTAURANT - REROOF
FAMOUS DAVE'S RESTAURANT 17770 SOUTHCENTER PY D07 -150 Parcel No.: 3523049005 Address: 17770 SOUTHCENTER PY TUKW Suite No: Tenant: Name: FAMOUS DAVE'S RESTAURANT Address: 17770 SOUTHCENTER PY , TUKWILA WA Owner: Name: MBK NORTHWEST Address: 7690 SW MOHAWK ST , TUSALATIN OR 97062 Phone: Contact Person: Name: JOE DICARLO Address: 13150 HOUSTON RD , SUMNER WA 98390 Phone: 253 606 -7797 Contractor: Name: WAYNE'S ROOFING INC Address: 13105 HOUSTON RD , SUMNER, WA 98390 Phone: 253 - 863 -4455 Contractor License No: WAYNESR205Q5 DESCRIPTION OF WORK: REMOVE AND DISPOSE OF EXISTING BUILT -UP ROOFING AND SHEETMETAL. INSTALL NEW BUILT -UP ROOFING, ROOFING INSULATION AND SHEET METAL FLASHINGS. R- VALUE: R-30 Value of Construction: $155,266.00 Type of Fire Protection: Type of Construction: doc: IBC -10/06 Cit3h.cof 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 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 -150 Issue Date: 04/30/2007 Permit Expires On: 10/27/2007 Expiration Date: 05/02/2007 Fees Collected: $2,678.52 International Building Code Edition: 2003 Occupancy per IBC: 0004 D07 -150 Printed: 04 -30 -2007 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: Permit Center Authorized Signature I hereby certify that I have read and governing this work will be complie doc:IBC -10/06 City c> 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 N Permit Number: D07 -150 Issue Date: 04/30/2007 Permit Expires On: 10/27/2007 Date: oi[goi permit and know the same to be true and correct. All provisions of law and ordinances er specified herein or not. The gr• • < -- - -f this pe does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating const • ction or . e performan wo .T�'� � a orized to sign and obtain this development permit. Signature. ~- � ' Date: 6 C 6-7 Print Name: d � L aCitX �`%--M.- This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D07 -150 Printed: 04 -30 -2007 Parcel No.: 3523049005 Address: Suite No: Tenant: 1: ***BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 17770 SOUTHCENTER PY TUKW FAMOUS DAVE'S RESTAURANT PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: 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. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: 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. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: Prior to final inspection a written statement from the roofing contractor shall be required. The statement shall confirm the fire classification of the roof assembly that was installed. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 12: 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. doc: Cond -10/06 * *continued on next page ** D07 -150 ISSUED 04/24/2007 04/30/2007 D07 -150 Printed: 04 -30 -2007 Signature: Print Name: doc: Cond -10/06 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. • Date: �� D07 - 150 Printed: 04 -30 -2007 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htV/Iwww.citukwila.wa.us Site Address: 19 rib S te. rover � e w t'4 Art Suite Number: Tenant NamecAtrtttm t C)& IEJ / (aOPt,Bs?l'V tl Property Owners Name: In PI k. t3 <J Mailing Address: `1lo ci b S tS o1 o4.1GL•J1c S l Company Name: VACk_<,o1Ca < Mailing A d d r e s s :. / fly -t =aR Contact Person: .J'O ( ,. < - coLo E -Mail Address: J'_ �' - - +�Gl- �-(t1�,5 C • C•tv• r`1 Contractor Registration Number: L.. PO( 1.-.1 E $ t 'Zb S S Contact Person: E -Mail Address: Contact Person: E -Mail Address: Q.MApplications\ronns- Applications On Line 3 -2006 - Pent Applicatiou.doc Revised: 9 -2006 bti 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.: 3'$2 d35 k DCa C rtgbg‘ 1b02.. City t Ate Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: 35Q Dl t1 ' k tt. ft °� S zcsegt0b Day Telephone: 2 S3 - 600- 9 �7 Mailing Address: 13 lb% `a O:ou\ t SR`s City State Zip E -Mail Address: J� L e__Li u n e.SCX:)OC<r,9 •CJDt'"< Fax Number: 2.S 3 $Ie3- $3 1 � GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) t' City State Zip 2_53 ( - mot - R7 Fax Number: 2 ? 42)63 S3L 1 Expiration Date: a 1Z.. Day Telephone: Floor: New Tenant: es ❑..No Lt70rw t- c e%SQ ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: State State Zip City Day Telephone: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: City Day Telephone: Fax Number: Zip Page 1 of 6 BUILDING PERMIT INFORMATION — 206- 431 -3670 b6 Valuation of Project (contractor's bid price): $ X S I Z-b to 3 Existing Building Valuation: $ 'Res.J ‘ %A9 Std c A-reA of 1Z-bc1g Scope of Work (please provide detailed information): `_Y+ i o E 4- A C`eg C%- mfr t c v.` c -T t GAO S tom' Will there be new rack storage? ❑ Yes LIo 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 I1 "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. Q;tApplicatioas\Fonns- Applications On t.ine\3 -2006 - Permit Application.doc Revised: 9-2006 bb Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l" Floor 2° Floor 3 Floor Floors thnt Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION — 206- 431 -3670 b6 Valuation of Project (contractor's bid price): $ X S I Z-b to 3 Existing Building Valuation: $ 'Res.J ‘ %A9 Std c A-reA of 1Z-bc1g Scope of Work (please provide detailed information): `_Y+ i o E 4- A C`eg C%- mfr t c v.` c -T t GAO S tom' Will there be new rack storage? ❑ Yes LIo 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 I1 "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. Q;tApplicatioas\Fonns- Applications On t.ine\3 -2006 - Permit Application.doc Revised: 9-2006 bb Page 2 of 6 • 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. Signatur 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. BUILD ER AGENT c.. ( MrtQ SZdGctw'�c S-tr�C Print Name: J e e_ t CskQ..\ 0 Mailing Address: 1 ,105 kkb1/4..t,Svitet1_ S 9A339,4zz. City State Zip Date Application Expires: 1441 aq- Date Application Accepted: o4(v-t,6oa- Q: Applicatioos\Fonns- Application On line\3 -2006 - Permit Application doe Revised: 9 bh Date: 4 A " L _ Z.53 Day Telephone: bbd Staff Initials: Page 6 of 6 Parcel No.: 3523049005 Permit Number: D07 -150 Address: 17770 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 04/24/2007 Applicant: FAMOUS DAVE'S RESTAURANT Issue Date: Receipt No.: R07 -00658 Initials: JEM Payment Date: 04/24/2007 02:05 PM User ID: 1165 Balance: $0.00 Payee: WAYNE'S ROOFING INC. TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description Payment Check 7517 2,678.52 BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Payment Amount: $2,678.52 Amount 1,620.62 1,053.40 4.50 Total: $2,678.52 7476 04/24 9716 TOTAL 2678.52 doc: Receiot -06 Printed: 04 -24 -2007 Project: Type o Inspection: ddress: ' �..r Date Called: S • ec at In tructions: uctions: /� / /�/ ] ��/� V( s%- �-GC�JZ// Date Wanted: a.m. • ��� Requester: Phone No: - ���/ �� 2--S J � =CiCl - i� /U / INSPECTION RECOR Retain a copy with per INSPECTION N CITY OF TUKWILA BUILDING DIVI 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 proved per applicable codes. ❑ Corrections required prior to approval. -d ice p J $58. ' r ' EINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: Date: COMMENTS: 1 Type of Inspection: , O tios 71 ... 9 fre#7 ) I ilee, 74 fiki'La c7 /V CJ- .-lai-- 7" 1 . 4 ‘70 Dats Wanted: a _c n. 9 .Perhi,./ ,,,/ e Ii7- No; Project: 1 0 t ' 0 el\(S ' A ( ic < Type of Inspection: , Address: rrno Gt‘t M -t - e l Called: Special Instructions: c c Phone Dats Wanted: a _c n. Requester: No; INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit D031-1 (206)431-3670 orrections required prior to approval. 'Date: EI $58.00 REINS CTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project: ,1 �� � 4Z\ ){`S Type of Ir)jjpectio .r/ —. --2- 45 --, Address: / 7 27 if1fir ,- //)( Date Called: , Special Instructions: 'Date Wanted: _. '- 2 -6 "7 -- P.m. Requester: Phone No: 2s — c 6 � -4' C INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 OMMENTS: d/z -7(61 ii Date: 5=2 2-77 pproved per applicable codes. Corrections required prior to approval. 0 .00 REINSP CTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: `Date: 4- Project: /4777 0 ))/1 Cie‘c Type of Inspection: —5 Date Called: Address: /77 571)/1AA/ A Special Instructions: Date Wanted: anii p.m. Requester: Phone No: 25 /2- Approved per applicable codes. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (206)431-3670 Corrections required prior to approval. COMMENTS: D$58.00 REI PECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: 4 Proct: (( 1 -01411114,1 C�+vnf Type of Inspe ion: �, . v/ -//•::1 � �/ 7/� A l ess: / // 7 70 L• ��lovf 7 D 4, Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: INS ION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 'proved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: r ate: / f7 58.00 REINFECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: • Proj�cir / oar 4�cd�,, Type ctioA of �p �rd )4 Address: // /7771 fau�C/ � A-4/- / 4/ ate Called: Special Instructions: Date Wanted: �'p7� Cj, p.m. Requester: Phone No: I / co INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 eWiP COMMENTS: 07 7116 Date 2 /--o7 proved per applicable codes. O Corrections required prior to approval. $58.'00 REINSP ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 uthcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Pr•' Type o ns lectio N A" e 1 770 JY C°Yf-e �(�' ailed: 5• ecial Instructions: P . to Wanted: a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit IBD•SPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMI (206)431 -367 OMMENTS: v)2-' 6 avf pproved per applicable codes. El Corrections required prior to approval. $58.00 RE ..•ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6 • • Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 1 Project: / . /)t7 s Type of Inspection: V /y'. - NYh j / // o f Ad dress: �!!�� / / 7 776 Sc, //f 7/reA7 / / Date Called: C/ Special Instructions: Date Wanted: - /6)- d ' Ca P.m. Requester: Phone No: -x.53 - oG - y-- -- 6 F INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3 7 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: /rim- / S- ¼ 7 - /.T( I Date� -- / V -0 7 $58.00 REI SPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: 7 ) F t-t f S /./6/4„/".- i Type nsp nr- � � h1HSLe �G// / (,7, Address: /77 5a. /,,,f7- ,e Date Called: , Special Instructions: Date anted: . /7 - d 7 per Requester: Phone No: IN ECTION NO. CITY OF TUKWILA BUILDING DIVISI ON 6300 Southcenter Blvd., #100, Tukwila, WA 98188 oved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspect INSPECTION RECORD Retain a copy with permit 7l5 :) • ~� ( 06)43 1 -x67 PER `Date: El $58.00 REI SPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Project: r ) / - - /1 MOS / tiOrs Type of Inspection: Pa- - ../Z- reicri U Address: / 7? 70 ,%:))/7 ('A/t/ i' Date Called: 9 —,— Special Instructions: Date Wanted: Requester: Phone No: cZ '63 — 1_ 5 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 7-/S Aproved per applicable codes. Corrections required prior to approval. COMMENTS: . roc-670 Inspecto ap- 'yr .00 REINS CTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: Type Inspe ion: o�pt �fre - e 4 I NA-- 4:1".i."14:1-7.10:/- ��e..� Address: /7 /�77 O � 4 .0, 9�� pat ailed: Special Instructions: Date Wanted: J '' /� i C l Requester: Phone No: I r INSPECTION NO. INSPtCTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 407— /5z) PERMIT NO. 206)431- Approved per applicable codes. COMMENTS: $5 : .00 REINSP ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 •uthcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: 'Date: El Corrections required prior to approval. Pro'e : / / -1 1/ /x /5 46i-ti( 5 Type of Inspection: E' - ' c PGrc.2 Address,* 1- 770 GI/ 1l6- , r - Date Called: Special Instructions: Date Wanted: _ 1� - U 7 < p.m. Requester: Phone No: v INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. COMMENT S• Bpi 0e/lt <Op', - d7 /o I Date ✓ /`..� i $58.00 REI CT10N FEE REQUIRED. Prior to inspection, fee must be paid at 63 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: _.z r >.-. -. y:e- ...t�- ....fir., �•..z +w q_..t.... Project: tWie6Nj (Jr g/43 Type off Insp cti n: c) 9T /H.lr Address: / /777O�O �d, i Called: Spe ial Instructionq: //iV Date Wanted: / Requester: Phone No: 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 COMMENTS: ,-/o; /lam Yid`v+ db`t� T 7f91,.- proved per applicable codes. Corrections required prior to approval. $ .fbREINS TION FEE REQUIRED. Prior to inspection, fee must be paid at 63* . Southcenter Blvd., Suite 100. Call to sechedule reinspection. !Receipt No.: 'Date: Project: / 1--- 79/7)(7)/5 2),-7.u'S Type of Inspectipn: A 4-7/4/:I Address: / 7 7 2 /IA/Kole D te Called: Special Instructions: Date Wanted: ca1 Requester: Phone No: 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 COMMENTS: 'Inspector: I Date:c: proved per applicable codes. $58.00 REINSPI0N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: El Corrections required prior to approval. COMMENTS: �. acc 5 J) / 4./S .04 zt ,, t t r : / /- 4 , 4/7/ . / / ?� rirvief P -r// / TL'� /t/E / 5 4' (-' ,/,/ S 'Jar Yl'/1 -- ,,i4 // /Ac /cif•Y'/l /H4/.s A. . jLS,4 -c�-4. (/ / / ,i /,'i✓ -4v r� //at/e.✓_ / � / / Requester: Phpne No: ." 0) - 3 6 -638,6 Project: /77 7 /S / acc Type of Inspection: /'2 rte' - /2e l2 '& f Address: i"4,4 'c /94M// Date Called: Special Instructions: Date Wanted: _5 //7 - o7 Requester: Phpne No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. f CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Ej Approved per applicable codes. Corrections required prior to approval. lZ $58.00 REINSPECfIbN FEE REQUIREQ!Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suit ee,''100. Call the schedule reinspection. 'Receipt No.: 'Date: • 7)67-75 ( Date: 7 / el 06 11:37 FROM - pubh' ''arks /dcd ZI5b4313bOn 1 - o.51 roota uu r - la r T , June 20, 2007 Bob Benedicto, Building Official City of Tukwila Dept. of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA RE: Tukwila Building Permit # D07 -150, Famous Dave's Restaurant Dear Sirs: I am writing as the authorized agent for the owner of the property located at 17770 Southeenter Parkway, Tukwila. It is understood that during the final roof inspection performed on Friday, June 15, 2007, under inclement weather conditions, standing water was witnessed by the City of Tukwila Building Inspector on the existing raised west roof entrance. It is additionally understood that a return visit to the site was made on 6/18/07 by Wayne's Roofing, Inc. and the Tukwila Building Inspector when a water test was performed. Prior to the water test, Wayne's Roofing, Inc. certifies that the roof area in question was free of any standing water and it has been within approximately 48 hours of the last known rainfall. In the presence of the Building Inspector, after flooding this roof deck area with water, there were areas that reached a maximum depth between V2" and 3 /" but was still draining off when our test was completed. It is understood that Wayne's roofing, Inc. certifies that because the roof will be free of standing water within 48 hours following a rainfall under condition conducive to drying, that this meets the criteria of the Roofing Manufacturer's Warranty and recognized acceptance by the National Roofing Contractor's Association. As the authorized agent for the Owner, I will hereby certify that the owner will not hold the City of Tukwila responsible for any damage to the roof or building that may result due to the lack of positive drainage at this existing raised west roof entrance. We acknowledge that ponding water is detrimental and may reduce the service life of the roofing system. �r a s e /title) imco Rea 535 Fact Bellevue, V Thank you, Blvd. SE # 420 A 98006 ohs_ gas (name it Wayne' • oofing, Inc. 13105 ouston Rd. Sumner, WA 98390 iy f'F b ts. be‘ RECEWED SEP 1 , ni, DEPARTMENT iCr Th C:17:1 Famous Dave's / Hobby Town 17770 Southcenter Parkway PROJECT Tukwila, ' A R io s Iu�S© changes shall be made to the seopo C7 Week without prior approval of Sh! calla Building Divis 3n. NOTE: Revisions will require a new plan cubmittal PREPARED F ' and may Include additional plan review fees. Kimco Realty Company 3535 Factoria Blvd. S.E. #420 Bellevue, WA 98006 CODE �� OR COMPLIANCE APPROVED FILE COPY Permit No. review approval is subject to errors and =Wont royal ofoodoes not authorize violation of any accepted code or ordinance. Receipt id Copy one is ad r edged• 4. /30/01 Oty of TLIkwila BUILDING DIVISION SECTION Wayne's Roofing, Inc 13105 Houston Road Hirer Sumner, WA 98390 APRIL 24, 2007 APR 2 6 2007 Ci Tukwila BUILDING DIVISIO MOWED CtriOF =MIA VkPR 2 4 20071 PERMIT ay ra SUMNER (253) 863 -4455 SEATTLE (206) 575 -0078 FAX (253) 863 -8311 T;01- -use &/_Z: Famous Dave's / Hobby Town u U Site Plan 1 Roof Plan System Descriptions System Fire Rating Product Information 9 April 24, 2007 6 H C 2007 Europe T.. chno[ogies � + n * `' 77,70 5 0U 1 HCCN i cR P At2K i ry A Y •TUKW WA 2007Sa barn Pointer r'4728'39!88' td: 122 ° 15! 8.39' W n New Drain -> 4 Roofing System #2 Non- Insulated 4 ft Overhang - Verify T v -21 • 0 0 C) FAMOUS DAVE'S / HOBBY TOWN 17770 SOUTHCENTER PARKWAY TUKWILA, WA Roofing System #3 NTE 6" Insulation Screws V "J z Rai�ed Plywood Deck I FAMOUS DAVE'S O • 0 w V V HOBBY TOWN 1 0 0 75 N Insulation Stop Required New Drain ew Drain - 0 " Insulation Data Bottom Top • • • Field Layout 8 FAST/BD 8' -0" • • • • • • • Perimeter Layout Corner Layout Field +50% (12 FAST /BD) Field +75% (14 FAST/BD) INSULATION FASTENING PATTERN Wayne's Roofing, Inc. 13105 Houston Road Sumner, WA 98390 Sum (253) 863 -4455 Sea (206) 575 -0078 Fax (253) 863 -8311 Date 4/23/07 Drawn By Joe D Rev. 0 a 8' -0" • Size Scale N.T.S. MANUFACTURER TYPE THICKNESS R - VALUE NO. OF LAYERS ATTACHMENT FASTENER TYPE FASTENER LENGTH BOARD SIZE FIELD FASTG PERIMETER FASTG CORNER FASTG FM REQ. Type III - Asphalt (30 lbs/sq) Type III - Asphalt (30 lbs/sq) Type III - Asphalt (30 bs/sq) Type III - Asphalt (30 lbs/sq) Type III - Asphalt (30 lbs/sq) sc Base Flashing -1 Ply 501 Base Sheet Set In Hot Asphalt and 1 Ply 601 Cap Sheet Set In Hot Asphalt luau u.0 uIuuuI1uuIuuuu. 1. uI.uuI..uIull.u.uuIuul.uI.luuuI 502 Cap Sheet 500 Ply Sheet 500 Ply Sheet 500 Ply Sheet %" Cover Board 3" Polyisocyanurate Insulation (Mechanically Fastened Using 6" Long Screws with Plates) 2" Polyisocyanurate Insulation (Loose Laid) h" Plywood Deck (Existing) FAMOUS DAVE'S / HOBBY TOWN System Description #1 Main Roof Level Job No. 06 -082 DWG No. Hunter Polyiso 1 @2" 1 @3" R - 30.6 Double Mechanically Oly ASAP 6" 4'x8' 8 Fast / Bd 8 Fast / Bd 8 Fast / Bd N/A JM Perlite 1/2" R -1.32 Single Hot Mopped Hot Asphalt N/A 4'x 4' 30 lbs/sq 30 lbs/sq 30 lbs/sq N/A Sheet Type Ill - Asphalt (30 bs/sq) Type Ill - Asphalt (30 bs/sq) Type Ill - Asphalt (30 bs/sq) Type Ill - Asphalt (30 bs/sq) Type Ill - Asphalt (30 bslsq) Wayne's Roofing, Inc. 13105 Houston Road Sumner, WA 98390 Sum (253) 863 -4455 Sea (206) 575 -0078 Fax (253) 863-8311 Date 4/23/07 Drawn By Joe D a Rev. 4 FT PERLITE HOT ASPHALT APPLIED .......... ....,..,.,.....,.IIuIIu...IuuuI n uIuuuIlu... rr�i�c ra<c-rr L rr� «c-rr L--rr< Size Scale N.T.S. 4 FT Base Flashing -1 Ply 501 Base Sheet Set In Hot Asphalt and 1 Ply 601 Cap Sheet Set In Hot Asphalt 502 Cap Sheet 500 Ply Sheet 500 Ply Sheet 500 Ply Sheet %" x 4'x 4' Perlite FAMOUS DAVE'S 1 HOBBY TOWN System Description #2 Main Roof @ 4ft Overhang Job No. 06 -082 DWG No. Fiberglass Base Sheet Nailed Over Red Rosin Slip Sheet Using 7/8" Cap Nails 2x6 T &G Wood Deck - Existing (Raised 7 sq roof area is plywood) Sheet 0 a • • • • • • Field Layout 8 FASTED 8' -0" • • • • • • • Perimeter Layout Corner Layout Field +50% (12 FAST/BD) Field +75% (14 FAST/BD) INSULATION FASTENING PATTERN Wayne's Roofing, Inc. 13105 Houston Road Sumner, WA 98390 Sum (253) 863-4455 Sea (206) 575 -0078 Fax (253) 863 -8311 Date 4/23/07 Drawn By Joe D Rev. 8' -0" • • • • • • Size Scale N.T.S. MANUFACTURER TYPE THICKNESS R -VALUE NO. OF LAYERS ATTACHMENT FASTENER TYPE FASTENER LENGTH BOARD SIZE FIELD FASTG PERIMETER FASTG CORNER FASTG FM REQ. Job No. 06 -082 DWG No. Hunter Polyiso 1@2"1@3" R - 30.6 Double Mechanically Oly ASAP 6 " 4' x 8' 8 Fast! Bd 8 Fast / Bd 8 Fast / Bd N/A JM Perlite 1/2" R -1.32 Single Hot Mopped Hot Asphalt N/A 4' x 4' 30 lbs/sq 30 lbs /sq 30 lbs/sq N/A Type III - Asphalt (30 lbs/sq) Type III - Asphalt (30 lbs/sq) Type III - Asphalt (30 lbs/sq) Type III - Asphalt (30 lbs/sq) Type III - Asphalt (30 ibex) Base Flashing -1 Ply 501 Base Sheet Set In Hot Asphalt and 1 Ply 601 Cap Sheet Set In Hot Asphalt 502 Cap Sheet 500 Ply Sheet 500 Ply Sheet 500 Ply Sheet 1/2' Cover Board IIIIIII11I11III11UI11II1lIIIIII1111III11uIIIIUIIIIIIIM •11111. 3" Polyisocyanurate Insulation (Mechanically Fastened Using 6" Long Screws with Plates) 2" Polyisocyanurate Insulation (Loose Laid) %" Plywood Deck (Existing) FAMOUS DAVE'S / HOBBY TOWN System Description #3 Raised Roof Level Sheet 8' -0" Insulation Data Bottom Top Deck Type - Uninsulated Rating Slope in 12" ASE SHEET ATTACHMENT Depending on Deck Type Change Spec Number to Read" Mech. See G . Req. Fast. Asphalt Comb tiNailable Wood N/A 2" F.2 Hot Asphalt M4 -WI -XHA -H N/A Structural oncrete A 2" C.7 M4 -CI -XHA -H X M CU -XHA -H Lightweight C crete N/A Hot halt M4 -LI -XHA -H Metal A /A Metal N/A M4 -MI -XHA -H Structural Wood Fiber A 2" F.8 Structural Wood Fibe N/A Gypsum A 2" F.6 W Gypsum N/A A Responsibilities, 2" quality F.4; F7 control, deck consideration, Hot Asphalt and other general N/A N/A Precast Slabs N/A Deck Type - Insulated Rating Slope in 12" Insulation Attachment See Gen. Req. Roofing Attachment to Insulation Depending on Deck Type Change Spec Number to Read" Combust./Nailable Wood A 2" F.2 Hot Asphalt M4 -WI -XHA -H Structu Concrete A 2" F.4 H t Asphalt M4 -CI -XHA -H Lightweight Con A 2" F.5 Hot halt M4 -LI -XHA -H Metal A 2" F. Hot Aspha M4 -MI -XHA -H Structural Wood Fiber A 2" F.8 Hot Asphalt M4 -SI -XHA -H Gypsum A 2" F.6 t Asphalt -GI -XHA -H Precast Slabs Refer to Tab 2 for General Requirements: A Responsibilities, 2" quality F.4; F7 control, deck consideration, Hot Asphalt and other general M4 -P - HA -H topics. 4 Malarkey R9 Products M4- UUNVtN I IUNAL M4 -XHA SYSTEM SPECIFICATIONS Refer to Tab 11 for Products and Associated Materials Information. Refer to Tab 6 for Execution Specifications. Refer to Tab 7 for Bashing Details. • Change last Character (H =Hot Asphalt): 193 S=SEBS Hot Asphalt MAL08/04 -AS Roofing Products- ROOF COVERING. SYSTEMS CLASS "A" Comb. Deck Slope: 2:12 (AC -14) a 1. Optional Insulations: Manufacturer specified, certified insutatiorn. 2. '1 - Ply - 4501 ". 503 6515' tr-ise sheet or inverted 1 1502 cap sheet, machanicatly fastened (optional when minimum 1/2' insulation board is applied). • 3. '2 -, 3 -Plies V501' or "t503' base sheet, 1;500', V506" ply sheet. fully adhered with ASTM -0312 roofing asphalt, hot mopped. 4. "1 -Ply "#350', '#502' cap sheet, fully adhered vith ASTM -D312 roofing asphalt, hot mopped. 1 1 markey Roofing Products- TECHNICAL PRODUCT DATA SHEET #500 PREMIUM1 TM PLY SHEET PRODUCT DESCRIPTION Product Use: #500 Premium 1 Ply Sheet is a high - strength ply sheet suitable for use as an interply in multi -ply roof systems. This high - strength ply sheet may be used over various combustible and non - combustible decks as the initial ply or in conjunction with multiple ply roof systems. Please note precautions for limitations. Precautions: Do not mechanically attach ply sheet to any deck. A base sheet should be specified for mechanical attachment Ply sheets are not recommended for cold process application. Malarkey ply sheets require dry storage and protection from the weather. Do not apply wet ply sheets. Roof decks should be sound, dry, smooth, meet necessary local requirements and provide positive drainage. Composition and Materials: #500 Premiuml Ply Sheet is manufactured with pure coating asphalt on tested Malarkey fiberglass mat and treated with a non -stick agent to facilitate unrolling. No mineral release is used. Application Standards: Approval for use on all fire -rated roofs. See Malarkey manual for specified information. TECHNICAL DATA Typical average properties, 5 square roll: Weight/roll min. Weight/square Dimensions Lay Lines Breaking Strength 36 lbs (16.3 kg) 7.2 lbs. (3.27 kg) 39 -3/8" wide x 165' long (1m wide x 50.3m long) 2 ", 9 -3/8 ", 12 -1/2" and 18 -3/4" minimum (50.8 mm, 238.1 mm, 317.5 mm, 476.2 mm) 44 lbs. (19.9 kg) • F/in. min., both MD & XM Complies with ASTM D 2178 -97a, Type IV and listed by FM and WH. Meets or exceeds the requirements of UL 55 A Type G I for asphalt content and minimum weight. APPLICATION PROCEDURE #500 Premiuml Ply Sheet shall be applied as specified in Malarkey Built -Up Roofing Systems manual with a specified base sheet and/or surfacing. It may be applied in cold weather. Please follow cold weather application and general requirements. WARRANTIES Malarkey Roofing Products offers various warranties to meet specific requirements. The warranty package includes 5,10,15 and 20 -year limited and unlimited coverage. Contact Malarkey for full details. TECHNICAL SERVICES Malarkey Roofing Products has technical assistance available for all phases of built -up roof coverings and requirements. Inspectors are available for consultations, job site, and final inspections. Contact your local representative and/or Malarkey office for details at 800 -545 -1191. AVAILABILITY Malarkey #500 Premium 1 Ply Sheet is available throughout North America and Pacific Rim countries. Consult your nearest Malarkey source for additional information and availability. Effective 1027.04 supersedes alt previously published data Corporate Office: 3131 N. Columbia Blvd., Portland, OR 97217 -7472 • P.O. Box 17217, Portland, OR 97217 -0217 Telephone: (503) 283 -1191 • 1- 800 -545 -1191 • FAX: (503) 289 -7644 Malarker Roofing Products- Effective 08.18.03 supersedes all previously published data TECHNICAL PRODUCT DATA SHEET #501 PREMIUM 1TM FIBERGLASS SBS BASE SHEET PRODUCT DESCRIPTION Product Use: #501 Premium 1n• Fiberglass SBS Base Sheet is suitable for use as a base sheet for hot asphalt, cold process and torch applications. This high - performance base sheet may be used over various combustible and non - combustible decks as the initial ply or multiple interplies for a specified roof system. Consult the Malarkey Built -up Roofing Systems manual. Precautions: #501 Premium 1 TM Fiberglass SBS Base Sheet requires dry storage and protection from the weather. Do not apply wet base sheet. Roof decks should be sound, dry, smooth, meet necessary local requirements and provide positive drainage. Composition and Materials: #501 Premium In" Fiberglass SBS Base Sheet is manufactured on tested Malarkey fiberglass mat impregnated and coated with an SBS modified asphalt and lightly surfaced with a mineral release material. Application Standards: Approval for use on all fire -rated roofs. See Malarkey manual for specified information. Contains the asphalt equivalent of Type G2 base sheet and may be used where a quality base sheet is specified. TECHNICAL DATA Typical average properties, 3 sq. roll: Weight/square Weight/roll Dimensions Thickness Lay lines 30.5 lbs. (14 kg) 92 lbs. (41.8 kg) 39 3/8" wide x 99' long (1m x 30.2 m) 45 mils 2 ", 12 -1/2" and 18 -3/4" minimum (50.8 mm, 317.5 mm, 4762 mm) Meets or exceeds ASTM D 4601 -98 Type II. Complies with and listed by UL, FM and WH. APPLICATION PROCEDURE #501 Premium 1n" Fiberglass SBS Base Sheet shall be applied as specified in the Malarkey Built -up Roofing Systems manual. It may be applied in cold weather. Please follow cold weather application and general requirements. WARRANTIES Malarkey Roofing Products offers various warranties to meet specific requirements. The warranty package includes 5,10,15 and 20 -year limited and unlimited coverage. Contact Malarkey Roofing for full details. TECHNICAL SERVICES Malarkey Roofing has technical assistance available for all phases of built -up roof coverings and requirements. Inspectors are available for consultations, job site and final inspections. Contact your local representative and /or Malarkey office for details at 1-800 -545 -1191. AVAILABILITY Malarkey #501 Premium 1 TM Fiberglass SBS Base Sheet is available throughout North America and Pacific Rim countries. Consult your nearest Malarkey source for additional information and availability. Corporate Office: 3131 N. Columbia Blvd., Portland, OR 97217 -7472 • P.O. Box 17217, Portland, OR 97217 -0217 Telephone: (503) 283 -1191 • 1- 800 -545 -1191 • FAX: (503) 289 -7644 R�� ducts TECHNICAL PRODUCT DATA SHEET #502 PIREMIUMTM FIBERGLASS MINERAL CAP SHEET PRODUCT DESCRIPTION Product Use: #502 Premium Fiberglass Mineral Cap Sheet is a fire -rated (FR) cap sheet manufactured to meet the needs of a conventional, quality built -up roofing system. This cap sheet can be applied with hot mopping asphalt or cold process adhesives. This product is used as a surface sheet for multiple -ply roof systems. Precautions: #502 Premium Fiberglass Mineral Cap Sheet requires dry storage and protection from the weather. Do not apply wet cap sheet. Roof decks should be sound, dry, smooth, meet necessary local requirements and provide positive drainage. Composition and Materials: #502 Premium Fiberglass Mineral Cap Sheet is manufactured on tested Malarkey fiberglass mat. The glass mat is impregnated and coated with oxidized asphalt, filled with fire - retardant fillers and surfaced with ceramic granules for ultraviolet protection and weatherability. Application Standards: Approval for use on all fire -rated built -up roofs. See Malarkey manual for specified information. TECHNICAL DATA Typical average properties, I square roll: Weight/roll 72 lbs. (32.7 kg) Dimensions 39 -3/8" wide x 33'long (1m wide x 10.5m long) Granule Adhesion Max1.0 gram loss per ASTM D 4977 Thickness 90 mils Listed by UL, FM and WH. Complies with UL 55A Type G3. Meets or exceeds ASTM D- 3909 -97b. APPLICATION PROCEDURE #502 Premium Fiberglass Mineral Cap Sheet shall be applied as specified in the Malarkey Built -up Roofing Systems manual with specified base sheet and /or interply sheets. It may be applied in cold weather. Please follow cold weather application and general requirements. WARRANTIES Malarkey Roofing Company offers various warranties to meet specific requirements. The warranty package includes 5,10,15 and 20 -year limited and unlimited coverage. Contact Malarkey Roofing for full details. TECHNICAL SERVICES Malarkey Roofing has technical assistance available for all phases of built -up roof coverings and requirements. Inspectors are available for consultations, job site, and final inspections. Contact your local representative and/or Malarkey office for details at 800 -545 -1191. AVAILABILITY Malarkey #502 Premium Mineral Fiberglass Cap Sheet is available throughout North America and the Pacific Rim countries. Consult your nearest Malarkey source for additional information and availability. Effective 06.06.00 supersedes all previously published data Corporate Office: 3131 N. Columbia Blvd., Portland, OR 97217 -7472 • P.O. Box 17217, Portland, OR 97217 -0217 Telephone: (503) 283 -1191 • 1- 800 -545 -1191 • FAX: (503) 289 -7644 H- SHIELD FLAT PoLrfso PRODUCT DESCRIPTION H- Shield is a rigid roof insulation panel composed of a closed cell polyisocyanurate foam core bonded on each side to fiber reinforced facers. FEATURES AND BENEFITS • Manufactured with NexGen Chemistry. - Zero ODP, CFC Free, EPA Compliant. ▪ Approved for direct application to steel decks. Approved under all major roof covering systems - BUR, Modified and Single Ply. PANEL CHARACTERISTICS • Available in 4'x4' (1220mm x 1220mm) and 4'x8' (1220mm x 2440mm) panels in thickness of 1 "(25mm) to 4.0" (102mm) • Available in two grades of compressive strengths per ASTM C1289 -05a, Type II, Class 1, Grade 2 (20 psi), Grade 3 (25 psi. APPLICATIONS • Constructions requiring FM Class 1 and UL Class A ratings • Single -Ply Roof Systems (Ballasted. Mechanically Attached, Fully Adhered) ▪ Modified Bitumen Systems • Built -Up Roofing: Asphalt and Coal Tar H- SHIELD THERMAL VALUES THICKNESS (INCHES) (MM) 1.00" 25 1.50" 38 1.60" 41 1.70" 43 1.80" 46 .4( 2.00" 51 2.50" 64 2.70" 69 .X- 3.00" 76 3.10" 79 3.30" 84 3.50" 89 3.60" 91 3.70" 94 4.00 102 LTTR R VALUE* 6.00 9.00 9.60 10.30 10.90 12.10 15.30 16.60 18.50 19.10 20.40 21.70 22.40 23.00 25.00 FLUTE SPANABILITY 2 5/8" 4 3/8" 4 3/8" 4 3/8" 4 3/8" 4 3/8" 4 3/8" 4 3/8" 4 3/8%1(— 4 3/8" 4 3/8" 4 3/8" 4 3/8" 4 3/8" 4 3/8" 'Long Term Thermal Resistance Foam Core Values are based on ASTM C1289-05a and CAN/ULC S770 which provides for a 15 -year time weighted average. All PIMA members have adopted this advanced standard for R -value measurement as of 1/1/03. SINGLE PLY SYSTEMS C H E N I S T R Y INSTALLATION BUILT UP, COAL TAR AND MODIFIED BITUMEN SYSTEMS Each H- Shield panel must be secured to the roof deck with Factory Mutual approved fasteners and plates (appropriate to the deck type). Maximum 4'x4' (1220mm x 1220mm) panels of H- Shield may be adhered to a prepared concrete deck with a full mopping of hot steep asphalt. Application by cold adhesion also approved. Butt edges and stagger joints of adjacent panels. Install the roof covering according to the manufacturer's specifications. BA!AStED SINGLE Par SYSTEMS Each H- Shield panel is loosely laid on the roof deck. Butt edges and stagger joints of adjacent panels. Install the roof covering according to the manufacturer's specifications. MECHANICALLY ATTACHED SINGLE Piz SYSTEMS Each H- Shield panel must be secured to the roof deck with Factory Mutual approved fasteners and plates (appropriate to the deck type). Butt edges and stagger joints of adjacent panels. Install the roof covering according to the manufacturer's specifications. Fuur ADHERED SINGLE Piz Each H- Shield panel must be secured to the roof deck with Factory Mutual approved fasteners and plates (appropriate to the deck type). Maximum 4'x4'(1220mm x 12 20mm) panels of H- Shield may be adhered to a prepared concrete deck with a full mopping of hot steep asphalt. Application by cold adhesion also approved. Butt edges and stagger joints of adjacent panels. Install the roof covering according to the manufacturer's specifications. 888- 746 -1114 • WWW.HUNTERPANELS.COM H- SHIELD CODES AND COMPLIANCES FEDERAL SPECIFICATIONS ▪ ASTM C1289-05a, Type II, Class 1, Grade 2(20 psi), Grade 3 (25 psi) • National Building Code (1998) Section 2603 Building Officials and Code Administration htemational, Inc. NOTE: Please be aware the Federal Specification HH- i- l972/GEN has been replaced UNDERWRITERS LABORATORIES, INC. • Component of Class A Roof Systems (UL 790) • Hourly Rated P series roof assemblies (UL 263 foam core only) P 225, 230, 232, 259, 508, 510, 514, 519, 701, 713, 717, 718, 719, 720. 722. 723, 724, 727, 728, 729, 730, 732, 734, 735, 739, 801, 814, 815, 818, 819, 823, 824, 826, 827, 828, 832. • Insulated metal deck assemblies - UL 1256 (nos. 120, 123) • H- Shield classified by ULC • R18846 FACTORY MUTUAL RESEARCH • FM 4450, FM 4470 (Foam Core Only) • FM Class 1 approval for steel roof deck constructions, Class 1 Fire and 1 -60 and 1 - windstorm classification (FM 4450). (Subled to the conditions dappval described in the current Factory Mutual Approval Glide and Supplements) FLORIDA BUILDING CODE APPROVAL FL#1296 MIAMI -DADE BUILDING CODE COMPLIANCE NOA NO: 04- 1018,01 WARNINGS AND LIMITATIONS Insulation must be protected from open flame and kept dry at all times. Install only as much insulation as can be covered the same day by completed roof covering material. Hunter Panels will not be responsible for specific building and roof design by others, for deficiencies in construction or workmanship, for dangerous conditions on the job site or for improper storage and handling. Technical specifications shown in this literature are intended to be used as general guidelines only and are subject to change without notice. Call Hunter Panels for more specific details, or refer to PIMA Technical Bulletin No. 109: Storage & Handling Recommendations for Po/yiso Roof Insulation. APPROVED PI talityMark" 7M C.mid mR.gt°. aits, 611 TYPICAL PHYSICAL PROPERTY DATA CHART POLYISO FOAM CORE ONLY PROPERTY TEST METHOD VALUE Compressive ASTM D 1621 20 psi' minimum Strength ASTM 1289 -05a (138kPa, Grade 2) Dimensional ASTM D 2126 2% linear change (7 days) Stability Moisture Vapor ASTM E 96 < 1 perm Transmission ((57.5ng1(Pa•s•m Water Absorption ASTM C 209 < 1% volume Flame Spread ASTM E 84 < 50 (foam core) Service Temperature ' Also available in 25 psi minimum, Grade 3 Energy Smart Polyiso 888- 746 -1114 MANUFACTURING FACILITIES: KINGSTON, NY FRANKLIN PARK, IL LAKE Cm', FL TERRELL, TX TooELE, UT SMITHFIELD, PA -100° to 250° F ( -73 °C to 122 °C) OTHER PRODUCTS BY HUNTER: • H- Shield -NB POLnso BONDED To ORIENTED STRAND BOARD • H- Shield -WF POLYISO Bo mw To uoOD FIBERBOARD • H- Shield -F tomso BONDED TO FOIL • H- Shield -CG POO150 BONDED To COATED ( LASS FACER • H- Shield -AGF POMSO BONDED To AGF FACER • H- Shield -DD POLYISO BONDED To DENSDECK • H- Shield -DDP r0Ln50 BONDED TO PRIMED DENSDEO( • Tapered Ft-Shield TAPERED P011150 • Tapered H- Shield -WF TAPERED POEM() BONDED TO V000 FIBERBOARD • Tapered H- Shield -CG TAPERED POLYISO BONDED TO COATED cLtSS FICER • Cool -Vent V VRIATW NAILBASE INSULATION PANEL • Cool -Vent II VET'nL HD NAILBASE INSULATION PANEL HUN+R 15 FRANKLIN STREET, PORTLAND, ME 04101 • FAX: 877 - 775 -1769 rind Johns Manville Description '/:" (13 mm) Retro -Fit Board is a high density board made of expanded perlite and cellulosic fibers. The top surface is sealed with TopLoc• coating to ensure good attachment in bituminous applications. h" (13 mm) Retro -Fit Board meets the physical requirements of ASTM C 728 (See CCMC Evaluation Report 13086 -L). Use '/:" (13 mm) Retro -Fit Board is a perlite -based utility board for use as a divorcing layer in reroofing, and in new construction as a top layer in multi -layer insulation systems. It serves as an upgrade for wood fiber utility roofing products. It may be applied with hot asphalt or mechanical fasteners. It is not recommended for use directly over steel decks. 'h" (13 mm) Retro -Fit Board has been rated in numerous Factory Mutual fire and wind - resistant systems and is also approved for use in specific Underwriters Laboratories, Inc. Class A constructions. Advantages • Excellent strength and handleability • Good dimensional stability • Expanded perlite composition • Stable "R" -value Typical Physical Properties Values Test Method Water Absorption, % by Volume - 2 hrs. 3 5 max. ASTM C 209 Compression Resistance 5% Consolidation -psi .... 35 (241 kPa) ASTM C 165 10% Consolidation -psi .... 50 (345 kPa) Laminar Tensile Strength -psi. 4.9 (34 kPa) ASTM C 209 Flexural Strength -psi 60 (414 kPa) ASTM C 203 Product Density -pcf 11 -14 (176 -224 kgsJm') ASTM C 209 Linear Expansion 0 5% max. ASTM C 209 ASTM D 1037 Thermal Performance Thickness (nom) C -Value ( Conductance) R -Value (Resistance) in torn BTW(hr.fl• °F) Winr'•°C (b•ft'•1)I13T1J rn'•°CMf 13 036 4.3 1.32 0.23 Commercial /Industrial Roofing Systems 1 /2" Retro -Fit'" Board Energy and the Environment LEED Producing Locations: Edinburg, VA Rockdale, IL Recycled Content Post Industrial: Post Consumer. Total: 1% 29% 30% Sizes 'h" (13 mm) Retro -Fit Board is available in 2' x 4' (0.61 m x 1.22 m), 4' x 4' (1.22 m x 1.22 m) or 4' x 8' (1.22 m x 2.44 m) boards. Refer to the Material Safety Data Sheet and Product Label prior to using this product. RS -5047 1 -07 (Replaces 7-05) Trumbull: Standard Type I -IV Asphalt `'-.ITC tAAP { Pit oUt TS SERVICES 11 UTE•RATLRE KEYWORD SEARCH BULL Avow rhI_K.rvt;tl Y Ft1:L Ili AriaSi ...... We exceed ASTM minimum softening points to minimize - the risk of slippage and reduce 'fallback." We use high . flashpoint raw materials to provide added safety. We also widen the spread between equiviscous temperature 'rte; (EVT) and flash point to support application, ; ( ) P PP adhesion and waterproofing. P, v Y..eolicy 1.6002 -GET -Pif 9_296 - 2005 by Owe Coming Site best viewed with �lelsc�p� 4�0t or IE 4.0+ INNOVATIONS FOR LIVING CORPORATE 1. OC CAREERS A higher standard. There's nothing ordinary about Trumbull standard built - up roofing asphalts. Like every asphalt we make, our standard Types I - IV asphalts meet or exceed ASTM standards in every category. Standard I - IV Asphalts MSDS Sheet 19 producing plants Convenient, accessible availability from coast to coast Page 1 of 3 Tr OC WOR_ Dv'..DE ndk r T And to make sure our products are consistently reaching those standards, we test not once, but twice. First they're tested at our on -site plant laboratories the again at our Summit, Illinois, Technological Laboratory — one of a select few certified by the AASHTO (American Association of State Highway Testing Officials.) Enhancing the capabilities of asphalt to better address your needs. We call it Applied innovation?"",. You know it as Trumbull quality. The highest standard in the built -up roofing asphalt industry. Features Benefits All products meet ASTM Each shipment meets or exceeds the physical requirements c D312 specified roofing grade asphalt Consistent high flash Proper temperature range needed to apply product safely at I material flash points typically 50 °F to 75 °F higher than the 500 °F minir Testing in each plant and All Owens Corning Trumbull products are assured to meet At at Summit, IL laboratory requirements EVT shown on each Assures proper adhesion, waterproofing and application rate carton and bill of lading http: / /www.owenscorning.comhrumbull/ products /roofing asphalt/standard.asp 7/17/2006 Trumbull: Standard Type I-IV Asphalt Page 2 of 3 for bulk shipments Printed cartons Clearly identifies manufacturers, type, flash point, EVT, produ location and production date Physical Requirements - ASTM D312-00 Type I Type II Type IV Min. Max. Min. Max. iin. Max, Min, Max. Softening Point (°F) 135 151 158 176 185 .205 210 225 " • Flash Point (°F) Penetration, Units, dmm: @32°F 3 — 6 — 6 — 6 — @77°F 18 60 18 40 15 35 12 25 _ @115°F 90 180 — 100 — 90 — 75 Ductility @77°F, cm 10.0 — 3.0 - 2.5 - 1.5 Solubility in Trichoroethylene % Flash Point (°F) 500 — 500 — 500 — 500 99 99 - 99 - 99 Asphalts shall be homogenous and free of water and shall conform to these physical pro Typical Physical Characteristics for Trum sphalt Type I Type It Type I Type IV Softening Point (°F) 140-145 165-175 195-205 210-225 _••••^..•-•-^- 525 525 525 525 Penetration, Units, dmm: @32°F 6 8 6 6 @77°F 20-35 18-30 16-24 13-22 Ductility @77°F, cm 13 4.0 3.0 2.0 Solubility in 99.8 99.8 99.8 99.8 Trichoroethylene % http://www.owenscorning.com/trumbull/products/roofingasphalt/standard.asp 7/17/2006 Trumbull: Standard Type I -IV Asphalt Page 3 of 3 Typical Application Temperature For Hand Mopping EVT @125 CPS +/-25°F 350 375 410 440 For Machine Spreader EVT @ 75 CPS +1- 25 °F 370 395 430 460 Plant Specific EVTs http:// www. owensconung .com/trumbull/products/roofing asphalt/standard.asp 7/17/2006 ACTIVITY NUMBER: D07 -150 DATE: 04 -24 -07 PROJECT NAME: FAMOUS DAVE'S RESTAURANT SITE ADDRESS: 17770 SOUTHCENTER PY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Buing Division Alk) 4t Public Works +� NEFsMIl" COORD COPY`— PLAN REVIEW /ROUTING SLIP MI CAT frir Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: 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 REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 Incomplete ❑ Structural Review Required ❑ No further Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: ❑ Permit Coordinator DATE: DATE: Planning Division n DUE DATE: 04-26-07 Not Applicable ❑ DUE DATE: 05-24-07 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License WAYNESR205Q5 Licensee Name WAYNE'S ROOFING INC Licensee Type CONSTRUCTION CONTRACTOR UBI 600178144 Ind. Ins. Account Id 27881100 Business Type CORPORATION Address 1 13105 HOUSTON RD Address 2 City SUMNER County PIERCE State WA Zip 98390 Phone 2538634455 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 11/25/1980 Expiration Date 5/2/2007 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date WETHERBEE, WAYNE W 01/01/1980 GUTHRIE, DONALD D 01/01/1980 MANN, SHARON R 01/01/1980 Look Up a Contractor, Electri"ian or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond #8 Bond Company Name INS CO OF THE WEST Bond Account Number 1329270 Effective Date 07/22/2001 Expiration Date Until Cancelled Cancel Date Impaired Date Bond Amount $12,000.00 Received Date 03/20/2002 https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= WAYNESR205Q5 04/30/2007