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HomeMy WebLinkAboutPermit D12-136 - RAINIER RUBBER COMPANY - REROOFRAINIER RUBBER CO 15660 NELSON PL EXPIRED 11-06-12 D12 -136 City oftukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /www.TukwilaWA.gov Parcel No.: 0005800023 Address: 15660 NELSON PL TUKW Suite No: Project Name: RAINIER RUBBER CO DEVELOPMENT PERMIT Permit Number: D12 -136 Issue Date: 05/10/2012 Permit Expires On: 11/06/2012 Owner: Name: MEYERS VERNON L Address: 13911 SE 45TH PL , BELLEVUE WA 98006 Contact Person: Name: JIM D DAVIS Address: 1220 37 ST NW , AUBURN WA 98001 Contractor: Name: COBRA BEC INC Address: PO BOX 19068 , SPOKANE WA 99219 Contractor License No: COBRABI906J6 Lender: Name: Address: Phone: 206 979 -7600 Phone: 509 - 455 -4043 Expiration Date: 05/14/2013 DESCRIPTION OF WORK: REROOF: REPLACE ANY DAMAGED OR DRYROTTED 2X6 T &G WOOD DECKING, INSTALLATION OF 2 LAYERS OF JM BASE SHEET, INSTALL LAYER OF JM APP APPEX GRANULATED MODIFIED BITUMEN, FLASHINGS UP WALL AND ACROSS TOP FOR WATERTIGHT SEAL, ETC. Value of Construction: $113,840.00 Type of Fire Protection: Type of Construction: Electrical Service Provided by: PUGET SOUND ENERGY Fees Collected: $2,623.71 International Building Code Edition: 2009 Occupancy per IBC: * *continued on next page ** doc: IBC -7/10 D12 -136 Printed: 05 -10 -2012 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: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: N N Water Main Extension: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complied Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: Date: Public: Non - Profit: N Public: ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not pr construction or the performance of work to this permit Signatur e to give authority to violate or cancel the provisions of any other state or local laws regulating • I am authorized to sign and obtain this development permit and agree to the conditions attached Date: /l0 /1 2_— Print Name: 5 -r .).1 �colP4i( N This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: 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. doc: IBC -7/10 D12 -136 Printed: 05 -10 -2012 7: Prior to final inspection for this building shall be provided to the building inspector. a copy of the roof membrane manufactu1 warranty certificate 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 9: ** *FIRE DEPARTMENT CONDITIONS * ** 10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 11: Application of roof coverings with the use of an open -flame devices requires a separate permit from the Tukwila Fire Department located at 444 Andover Park East, Tukwila, Washington, 98188; telephone - (206)575 -4407. There shall be not less than one multi- purpose portable fire extinguisher with a minimum 2 -A 20 -B:C rating on the roof being covered or repaired. (IFC 105.6.24, 1417.3) 12: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 13: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 14: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D12 -136 Printed: 05 -10 -2012 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: 0 icl 11- Date Application Expires: LU�2; (For office use only) lv CONSTRUCTION PERMIT APPLICATION 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 / P/ �+ / King Co Assessor's Tax No.: Site Address: /56 640 J L5 JA) P/• 5O'0 Suite Number: Tenant Name: tee /A/ / ?%C t1 -( (,5. New Tenant: ❑ Yes ❑..No Ooo t — o02 > Floor: PROPERTY OWNER ` /1 Name: / ,ij'e, . et tact. 6. Address: j5-646 AL5464/ p( 5, City: 509///e. ` p Zip:91/ CONTACT PERSON - person receiving all project communication Name: k/U L' .e0,C Address: 45-4 . ! /sog Ai. S` City: f State: /, In ZipaS 7e: 4s z.7.... : -, ._ - 2.27-4.300 Email: e ire e rAwVierDi4il6Pr. Gow► GENERAL CONTRACTOR INFORMATION Company Name: bg 1 C `TAJ C Address: / r� # 57A „sy !/' 1 !� /1, City: ,/f (/ Zip: �7 'Jf urA) Stater: Phone:,z5 -3/i 7- /S3o Fax: 2,5-3_327_ _ 1 ps. I Contr Reg No. :4046471915 ma” Exp Date: c//47j2_ Tukwila Business License No.: C.W.-i1 t b /Uis C� /i Zoe - 779 -76cC 06\°\:41 H:\Applications\Fonns- Applications On Line \2011 ApplicationsWemin Application Revised - 8-9-1 I.docx Revised: August 2011 bh ARCHITECT OF RECORD Name: Company Name: ' ,l //a V // Architect Name: Address: Address: City: State: City: Phone: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: Address: Company Name: dd // Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATI- 206 - 431 -3670 Valuation of Project (contractor's bid price): $ ! / , 3 1 g - 00 Describe the scope of work (please provide etail d information): Pia See (d SCA#0e tepee. Existing Building Valuation: $ Will there be new rack storage? ❑ Yes ❑.. 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:\Applicattons\Forms- Applications On Line\2011 Apphcauons\Penmt Application Revised - 8 -9 -1 I.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC Is` Floor 2"d 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:\Applicattons\Forms- Applications On Line\2011 Apphcauons\Penmt Application Revised - 8 -9 -1 I.docx Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES — 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. 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). 1 HEREBY CERTIFY THAT 1 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 ORIZED AGENT: Signature: Print Na G 0 J/24 DA9-yis Mailing Address: / Z-20 �/_ /V W H:\Applications\Forms- Applications On Line \2011 Applications\Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh Date: 4/e 5/2 /J Day Telephone: Z5-3 - y-- Atitir,v 980.61 City State Zip Page 4 of 4 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov RECEIPT ParcelNo.: 0005800023 Permit Number: D12 -136 Address: 15660 NELSON PL TUKW Status: PENDING Suite No: Applied Date: 04/25/2012 Applicant: RAINIER RUBBER CO Issue Date: Receipt No.: R12 -01512 Payment Amount: $1,591.90 Initials: JEM Payment Date: 05/07/2012 10:01 AM User ID: 1165 Balance: $0.00 Payee: COBRA BEC, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 69580 1,591.90 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,591.90 1,587.40 4.50 doc: Receiot -06 Printed: 05 -07 -2012 • City of Tukwila Department of Community Development 6300 Southcenter B oulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.ov RECEIPT Parcel No.: 0005800023 Permit Number: D12-136 Address: 15660 NELSON PL TUKW Status: PENDING Suite No: Applied Date: 04/25/2012 Applicant: RAINIER RUBBER CO Issue Date: Receipt No.: R12 -01420 Payment Amount: $1,031.81 Initials: JEM Payment Date: 04/25/2012 03:02 PM User ID: 1165 Balance: $3,179.30 Payee: JIM DAVIS, COBRA ROOFING SERVICES INC TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 07111G ACCOUNT ITEM LIST: Description 1,031.81 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 1,031.81 Total: $1,031.81 doc: Receiot -06 Printed: 04 -25 -2012 D amnia w m 0 m v 0 ROOF DECK SLOPES ROOF DECK SLOPES \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\\\\\\\\\\\\\\\\\\\\ \ \\\ \ \\ \ \ \ \ \\ \ \\ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \\ \\\\\\\\\\C33\\\\\\\\\ \ \ \ \ \ \ \ \ \\ \ \� Z \\ \\ •\\\\\\\\\\74,\\\\\\\\\ \ \ \ \ \ \ \ \ \\ \\\\\\\\\\\\\\\\\\\\ \ \\ m \ \\ \\\\\\\\\\\\\\\\\\\\ \\ \ ,\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\ \\\ \\\ \� \�\` \\\ \\ CQBRA ROOFING SERVICES TITLE ROOFING LAYOUT CONTRACTOR P.O. BOX 19068 SPOKANE, WA 99219 -9068 PHONE (509) 455 -4043 FAX (509) 455 -4594 1220 37TH ST. NW, A -106 AUBURN, WA 98001 PHONE (253) 887 -1500 FAX (253) 887 -1510 EMAIL: INFO ©COBRAROOFING.COM SHOP DRAWINGS DRAWN BY KJK DATE 4/25/12 PROJECT RAINIER RUBBER COMPANY 15660 NELSON PLACE SOUTH SEATTLE, WA 98188 CHECK BY DATE SCALE SHOWN SHEET 100 REV. JOB I -00000 28109 1IMId3d ZIOZ g Z ddd O AI 332 D FOR MPLIANCE OVED 7 2012 Tukwila DIVISION Rainier Rubber Company 15660 Nelson Place South Seattle, WA 98188 2012 toogle Googleea rtI 47'27'44 55" N 122- 14'31 91" VV elev 28 ft Eye alt 572 ft RECEIVED APR 25 2012 PERMIT CENTER I31N331II Id Page 1 of 2 August 10, 2011 Clayton LeFevre Rainier Rubber Company 15660 Nelson Place South Seattle, WA 98188 RE: Re -roof Project @ Address Listed Above COB Building Envelope Contractors REVIEWED FOR CODE COPLI CE APPROVED MAY 072012 City of Tukwila BUILDING DIVISION Cobra Building Envelope Contractors is pleased to present to you our proposal for the Rainier Rubber Company located at 15660 Nelson Place South, Seattle, WA 98188. General Specifications: • Provide a safe worksite per industry codes and standards. • Provide necessary permits required for work specified below. • Maintain a clean and orderly job -site and dispose of roof related debris on a daily basis. • Provide manufactures 15 -year labor and material warranty. Re -roof Specifications: • We will sweep and remove all dirt and debris from the existing roofing • We will remove and dispose of the perimeter sheet metal coping cap, scuppers, and collector heads. • Over the wood deck we will furnish and install a 2- layers JM (Johns Manville) base sheet which will be nailed into place • Over the base sheet we will furnish and install a layer of JM APP Appex granulated modified bitumen which will be heated and fully adhered to the base sheet. • At all short parapet walls we will furnish and install new JM APP granulated APP modified bitumen base flashings which will run up the wall and across the top for a complete watertight seal. • We will furnish and install new 24 -gauge through wall scuppers and tie them in to the new roof system. • We will furnish and install new 24 -gauge pre - painted collection head boxes which we will install into the existing downspouts. • At the top of parapet walls we will furnish and install new 24 -gauge pre - painted metal coping cap complete with a standing seam detail incorporated at each joint. • At each soil pipe penetration we will furnish and install new lead pipe jacks complete with lead caps. • At each curbed penetration we will furnish and install new granulated APP modified bitumen base flashings which will be sealed and terminated at the top. • Upon completion we will remove and dispose of all job -site related debris. Total cost to perform specifications as outlined above: $81,360.00 Wood Deck Repairs: Option 1: • We will replace any damaged or dry rotted 2x6 T &G wood decking at a rate of $3.65 per lineal foot. Eastern, WA - Cobra Building Envelope Contractors — P.O. Box 19068, Spokane, WA 99219 — (509) 455 -4043 — (509) 455 -4594 fax Western, WA - Cobra Building Envelope Contractors — 1220 37th St NW, A -106, Auburn, WA 98001 — (253) 887 -1500 — (253) 887 -1501 fax Cobraresults.com — info @cobraresults.com m m m Page 2 of 2 COB Building Envelope Contractors We will tear off and dispose of the existing roofing for the additional cost of: $32,480.00 Note: This assembly only qualifies for a 15 -year manufactures warranty. Since this assembly weighs approximately 450 #'s per 100 square feet the city may require existing roofing to be removed or require a certification from structural engineer indicating that the existing deck construction is capable of accepting the additional weight. The JM 60 -mil PVC will only add about 100 #'s per square foot as a comparison. Exclusions: Our proposal excludes scopes other than listed above. Cobra Building Envelope Contractors shall only extend its workmanship warranty obligation if repairs are necessary due to our sole negligence. Unit pricing and change order modifications shall be mutually negotiated between Cobra Roofing Services and facilities manager. Terms and Conditions: > Proposal subject to mutually agreement of final construction schedule. All activities proposed herein, to be performed continuously and substantially without interruption caused by owner or contractor for each phase of work. ➢ Except as specifically offered otherwise, this quotation is based on using standard products and materials currently available from the acceptable manufacturer which meet or exceed the specified requirements in standard gauges, colors and finishes. ➢ Conflicts arising between design requirements in the contract documents and those of the acceptable manufacturer shall be resolved in favor of the manufacturer's standard system requirements. > This proposal is based upon areas to be suitable for any work to be performed within the scope of this quotation. Suitable access to be provided for equipment, materials storage, and hoisting. Additional charges may apply in the event of remote materials staging or infringed access to work areas. > Provisions for encountering asbestos material or lead based paint are not in our proposal. > This price proposal is based on 40 hour work weeks with no overtime. All overtime is at a time and one -half rate except for Holidays, Sundays; work weeks over 60 hours per week or over 10 hours per day which the rate is double time. We appreciate the opportunity to be of service, and look forward to a mutually beneficial project. Respectfully, Cobra Building Envelope Contractors Jim D Davis Project Manager /Estimator P: 253- 887 -1500 C: 206 - 979 -7600 F: 253- 887 -1501 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 07 2012 City of Tukwila BUILDING DIVISION Eastern, WA - Cobra Building Envelope Contractors — P.O. Box 19068, Spokane, WA 99219 — (509) 455 -4043 — (509) 455 -4594 fax Western, WA - Cobra Building Envelope Contractors — 1220 37th St NW, A -106, Auburn, WA 98001 — (253) 887 -1500 — (253) 887 -1501 fax Cobraresults.com — info @cobraresults.com Johns Manville Two -Ply Heat - Welded Modified Bitumen Smooth - Surfaced Roofing System. For use over plywood or other nailable decks on inclines up to 6" per ft (500 mm/m). Materials per 100 ft2 (9.29 m2) of roof area Sheathing Paper. Wood board decks only Base Ply: TRICOR S *, BICOR S *, APPeX 4S, JM APP Base or PermaPly 28 1 layer 2- layers for Class 'A' 1 layer Cap: • 2CNS -W— TRICOR S or BICOR S 2PNS -W —APPeX 4S 1 layer Surfacing: Coverage * / 100 ft2 (9.29 m2) Asphalt Emulsion (Formerly TopGard Type B) TopGard Type A (Aluminum Emulsion) Fibrated Aluminum Roof Coating TopGard 4000 TopGard 5000 TopGard Base Coat 3 - 4 gal (11 - 151) 1%- 2 gal (6 -8I) 112- 2 gal (6 -81) 1 - 2 gal (4 - 8 1) 1 - 2 gal (4 - 8 1) 1 - 2 gal (4 - 8 1) Approximate installed weight: 115 -175 lb (52 - 79 kg). * Coverage rates depend on weather conditions and substrate. Refer to specific code agency Web sites for exact constructions that may require a specific application rate for compliance. - General This specification is for use over any type of approved structural deck (without insulation) which can receive and adequately retain nails or other mechanical fasteners that are recommended by the deck manufacturer. Examples of these decks are wood, plywood and approved oriented strand board (OSB). This specification is not for use over lightweight insulating concrete decks. Design and installation of the deck and/or roof substrate must result in the roof draining freely, to outlets numerous enough and so located as to remove water promptly and completely. Areas where water ponds for more than 24 hours are unacceptable and will not be eligible for a JM Peak Advantage Guarantee. Fleshings Flashing details can be found in Section 3 of the JM Commercial /Industrial Roofing Systems Manual. Application Using one of the base plies listed, start with a piece 193/" (502 mm) wide. The remaining plies are to be applied full width 3" (76 mm) side and 4" (102 mm) end laps over the preceding sheets. Nail the laps at 9" (229 mm) centers, and down the longitudinal center of each felt ply, place two rows of fasteners, with the rows spaced approximately 11" (279 mm) apart, and fasteners staggered on approximately 18" (457 mm) centers. Use nails or fasteners appropriate to the type of deck, with 1" (25 mm) minimum diameter caps. For additional fastener information, refer to the "Roof Decks" section of the current JM Commercial/ Industrial Roofing Systems Manual. 2131N301IV*J d REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 7 2012 City of Tukwila BUILDING DIVISION APP Heat -Weld Specifications 2CNS- W /2PNS--W Nailable Deck Sheathing Paper (If Required) rn m TRICOR S, BICOR S, APPeX 4S, JM APP Base or PermaPly 28 0,1 3" Lap • • Nails 1 1 1 dot-4 End Lap • Approved JM APP Cap Sheet 4" Lap 6" End Lap Heat -Weld g. Bitumen lir • • • • 2CNS- W/ZPNS -W End Laps Staggered 3' Apart (Min.) Heat weld a full width piece of one of the cap sheets listed so that it is firmly and uniformly set. Subsequent sheets are to be applied in the same manner, with 4" (102 mm) side and 6" (152 mm) end laps over the preceding sheets. All laps must be rolled with a 3" (76 mm) rounded edge roller. A V8" to 3B' (3 mm to 10 mm) bleedout of APP compound shall be visible at the edge of all seams. All laps must be checked for good adhesion. Application of JM APP modified bitumen poducts may require the use of an open flame propane torch. Improper use of these materials and application equipment can result in severe burns, and/or other physical injury, as well as damage to property. In order to prevent these situations the mechanic must install the materials using the techniques recommended by JM and those found in "A Guide to Safety: Torch -On Modified Bitumens" available from the Asphalt Roofing Manufacturers Association. These techniques have been endorsed by the National Roofing Contractors Association and the United Union of Roofers, Waterproofers and Allied Workers. For cold weather application techniques, refer to Paragraph 14.0 of Section 3k of the JM Commercial /Industrial Roofing Systems Manual. Steep Slope Requirements Special procedures are required on inclines over 21/2" per ft (208 mm /m). Surfacing Finish the entire membrane surface with a uniform application of the selected coating. The coating chosen will depend on aesthetics and any fire rating or code approval required. Refer to paragraph 9.0 of Section 3b or the installation directions printed on the label for more specific information regarding a particular coating. Note: When using metric- and English -sized sheets in the same system, care must be taken to avoid lap over lap configurations. Note: For the most current information on general guidelines, please refer to the System Considerations tab under Systems Introduction & Selection on the JM Roofing Web site. For specifications, flashing details and general installation information please refer to the System Application tab. * This is a special order product. Contact your JM sales representative about availability and lead time. Refer to the Material Safety Data Sheet and product label prior to using this product. RS -4359 5 -11 (Replaces 5 -10) Roofing Systems See General Information for Roofing Systems JOHNS MANVILLE 717 17TH ST DENVER, CO 80202 USA 38. Deck: C -15/32 APP MODIFIED BITUMEN HEAT FUSED SYSTEMS Class A Incline: 1/2 R10167 Insulation (Optional): — One or more layers 1/2 in. "Retro- Fit ", "Fesco" or "DuraBoard ", "Fesco- Foam", "Fiber -Glass Roof Insulation" or 2 in. min thickness of "ENRGY 3" insulation, mechanically fastened or adhered with "MBR Cold Application Adhesive ". All insulation joints offset from plywood deck joints, 6 in. min. Base Sheet: — Two plies Type G2, "PermaPly 28" "GlasBase" or "DibiGlass Base ", mechanically fastened or hot m pp Membrane: — APPex 4.5M FR'j, "Dibiten Poly 4.5 FR ", (modified bitumen), heat welded. Larry G. Tate RRO, CSI Senior Technical Representative Johns Manville 1 Roofing Systems Group 800.922.5922 phone 303.978.4123 fax Iarry.tate@&jm.com Jim Davis Project Manager OBR4% BWldlnq Envelope Contractors C 206 - 979 -7600 0 253 - 887 -1500 F 253 - 887 -1501 CobraResults.com 1 iimd @cobraresults.com 1 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 7 2012 City of Tukwila BUILDING DIVISION 10 -01 -2012 JIM D DAVIS 1220 37 ST NW AUBURN WA 98001 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Permit No. D12 -136 RAINIER RUBBER CO 15660 NELSON PL TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/06/2012. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 11/06/2012, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, er Marshall t Technician File: Permit File No. D12 -136 6300 SouthcenterBoulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431 -.3670 • Fax 206-431 -3665 J��I I LQ } z City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director April 30, 2012 Jim D. Davis Cobra Building Envelope Contractors 1220 37 Street NW, A -106 Auburn, WA 98001 RE: Permit D12-136 Dear Mr. Davis, This letter is in response to your request for a building investigation fee waiver for the project at Rainier Rubber Company located at 15660 Nelson Place in Tukwila, Washington. This fee was assessed due to the fact Stop Work Number RFA12 -120 had been posted on the job site because construction had begun without a permit. The Building Official, Bob Benedicto, has reviewed your letter and verified the information provided. Due to the facts provided, he has approved this one -time waiver. The updated balance due, which is solely the building permit fee and Washington State Building Surcharge fee, is $1,591.90. This amount is due at the time of permit issuance. At this time the Building Department has not yet approved the application, it is under review. If you have any questions, please feel free to contact me at 206 433 -7165. File: D12 -136 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Page 1 of 1 4/25/2012 City of Tukwila Department of Community Development 6300 Southcenter Blvd, Ste #100 Tukwila, WA 98188 Re: Obtaining City of Tukwila Roof Permits Dear Sirs, GOBS Building Envelope Contractors I am writing this letter in an effort to explain why a permit was never applied for prior to work being stopped. I was contacted by Rainier Rubber Company's Quality Engineer Clayton LeFevre and was asked to provide to him a proposal for a new roof system. While meeting with him we both exchanged business cards and later exchanged numerous correspondences back and forth with each other. I always had assumed that this was a Seattle address since this was what his business card indicated (attached). Working within the municipality of Seattle I knew a re -roof permit was not required if we weren't changing or altering the structure. Obviously this is not the case. I wanted to apologize for this oversight and let you know my intent as a Project Manager is to always adhere to City requirements when working within their municipality. Regards, 6004:4"--.� Jim D Davis ,4F LA APR 2'5 2012 `rocti cize6tO�LI oN uAzi-e-mita� oe t4e)T. g5,1(..) WOO ® ONG. ON So wGa 1 - rr - t4`oV4 - tAv a. •Fla L-1 cao L'D -r -r r -174-em N6.7 IN 6 1) W• 5M VAui5is o41 6100 NE`oe'- oZ e , tAit -roc Lf•A 1PA-4,t 4.6 "1" �C�4' CAD PA< W -raid • p t W4wE rile moovrtG ro Foo. , , , 7 1 r/4 , Eastern, WA - Cobra Building Envelope Contractors — P.O. Box 19068, Spokane, WA 99219 — — (509) 455 -4594 fax Western, WA - Cobra Building Envelope Contractors — 1220 371° St NW, A -106, Aubum, WA 98001 — ( 81500 — (253) 887 -1501 fax Cobraresults.com — info @cobraresults.com 4/27/101 • R Clayton LeFevre Quality Engineer 15660 Nelson Place South • Seattle, WA 98188 USA Ofc: (425) 227 -4500 Fax: (425) 227 -4300 Outside WA (800) 325 -2828 e-mail: clefevre @rainierrubber.com A M COMPANY, INC. le PENT COON COPV�' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: 012 -136 DATE: 04 -25 -12 PROJECT NAME: RAINIER RUBBER SITE ADDRESS: 15660 NELSON PL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: &^'L 01+1101- Bing uivision Public Works A^in AV( oS' of • 1'L- Fire Prevention in Planning Division Structural n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 04 -26 -12 Not Applicable n 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 Structural Review Required REVIEWER'S INITIALS: nNo further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05 -24 -12 Approved n Approved with Conditions g Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: 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 Printer Friendly Page • Page 1 of 2 General /Specialty Contractor A business registered as a construction contractor with LEtI 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 COBRA BEC INC UBI No. 600495094 Phone 5094554043 ' Status Active Address Po Box 19068 License No. COBRABI906J6 Suite /Apt. License Type Construction Contractor City Spokane Effective Date 4/26/2010 State WA Expiration Date 5/14/2013 Zip 99219 Suspend Date County Spokane 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 ROOFTSR894RR ROOFTOP SNOW REMOVAL LLC Construction Contractor General Unused 12/27/2011 12/27/2013 Active BASSECI890R0 BASSETT CONSTRUCTION INC Construction Contractor Siding Unused 12/16/2011 12/16/2013 Active LYDIGDJ906QP LYDIG + DIX A JOINT VENTURE Construction Contractor General Unused 11/17/2010 11/17/2012 Active DIXCO * *213KJ DIX CORPORATION Construction Contractor General Unused 5/11/1979 5/12/2013 Active COBRAC *171 OR COBRA CORPORATION Construction Contractor General Unused 9/19/1983 5/1/1999 Archived DIXST * *372N0 DIX STEEL CO Construction Contractor General Unused 8/20/1963 7/4/1980 Archived ACONDL*941B6 ACONDO LLC Construction Contractor General Unused 2/16/2006 3/12/2010 Expired COBRARS0112P COBRA ROOFING SERVICES INC Construction Contractor General Unused 5/17/1999 5/14/2011 Inactive Business Owner Information Name Role Effective Date Expiration Date DIX, PETER MICHAEL President 04/26/2010 COLLINS, DANNY C Secretary 04/26/2010 NUSS, AARON W Treasurer 04/26/2010 WEIRICH, JOHN Vice President 04/26/2010 https://fortress.wa.gov/lni/bbip/Print.aspx 05/08/2012