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Permit D09-121 - GATEWAY BUILDING #9 - REROOF
GATEWAY BUILDING 9 13035 GATEWAY DR D09 -121 Parcel No.: 0004800015 Address: 13035 GATEWAY DR TURIN' Suite No: Tenant: Name: GATEWAY BUILDING #9 Address: 13035 GATEWAY DR , TUKWILA WA Owner: Name: RREEF AMERICA REIT II CORP/ Address: PO BOX 4900 #207 , SCOTTSDALE AZ 85261 Phone: Contact Person: Name: GLEN ANDERSON Address: 3601 121 ST SW , MUKILTEO WA 98087 Phone: 425 754 -4042 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 Contractor: Name: COMMERCIAL INDSTRL ROOFING INC Address: 15331 HWY 99 , LYNNWOOD, WA 98037 Phone: 425 - 745 -8148 Contractor License No: COMMEI *205JJ DESCRIPTION OF WORK: OVERLAY EXISTING ROOF WITH ONE LAYER OF 1/4" DENSDECK AND A 60 MIL PVC SINGLE PLY ROOF SYSTEM. THIS IS A CLASS A FIRE RATED ROOF SYSTEM. EXISTING INSULATION APPEARS TO BE R -13 UNDER THE SUBSTRATE. Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 City.f Tukwila �. $217,000.00 DEVELOPMENT PERMIT Fees Collected: $3,836.77 International Building Code Edition: 2006 Occupancy per IBC: * *continued on next page ** Permit Number: D09 -121 Issue Date: 07/17/2009 Permit Expires On: 01/13/2010 Expiration Date: 05/16/2011 D09 -121 Printed: 07 -17 -2009 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: Permit Center Authorized Signature: Signature: L---- Print Name: doc: IBC -10/06 City oftukwila 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 N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N I hereby certify that I have read and =�'1 ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied 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 . ermit. — 71-f - Ek) - A-AfiEcEs:26kJ Date: 7 Permit Number: D09 -121 Issue Date: 07/17/2009 Permit Expires On: 01/13/2010 End Time: Fill 0 c.y. Date: RE(/) 7` 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. D09 -121 Printed: 07 -17 -2009 Parcel No.: 0004800015 Address: Suite No: Tenant: 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 13035 GATEWAY DR TUKW GATEWAY BUILDING #9 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS * * continued on next page ** Permit Number: Status: Applied Date: Issue Date: D09 -121 ISSUED 07/06/2009 07/17/2009 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: 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. 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: 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. 9: 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. D09 -121 Printed: 07 -17 -2009 Signature: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. d Print Name: C s doc: Cond -10/06 D09 -121 Date: ordinances governing or local laws regulating Printed: 07 -17 -2009 CITY OF TUKWI• Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: //»twit'. ci. tulnvila. Wa. us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: 13035 Gateway Drive Building # 9 Tenant Name: Ottis Elevator Property Owners Name: RREEF Management Mailing Address: 12720 Gateway Drive CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Glen Anderson Mailing Address: 3601 121st St. SW E Address: glen@cir- roofing.com Mailing Address: 3601 121st St. SW Company Name: Commercial Industrial Roofing Contact Person: Glen Anderson E -Mail Address: glen @cir- roofing.com Contractor Registration Number: COMMEI *205JJ Contact Person: E -Mail Address: Building Permit No. ■ — 2 Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) i King Co Assessor's Tax No.: 0� 1) O — OO LS Suite Number: Floor: New Tenant: ❑ Yes ..No Tukwila City Day Telephone: (425) 7544042 Mukilteo WA 98087 City State Fax Number: (425) 423-0992 Lynnwood City State Day Telephone: (425) 423-0900 Fax Number: (425) 423 -0992 Expiration Date: 05/31/2010 WA 98168 State Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) WA 98087 ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: State City Day Telephone: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number. H: Applicetioas\Forms- Appliiceaons On Liae12009 Appliatioos\1 -2009 - Permit Appliatiev.dec Revised: 1 -2009 lilt State Zip Zip Zip Zip Page 1 of 6 BUILDING PERMIT INFORIFION - 206 - 431 -3670 • Valuation of Project (contractor's bid price): $ 217,000 Existing Building Valuation: $ Scope of Work (please provide detailed information): Overlay existing roof with one layer of 114" densdeck and a 60 Mil FJ Single ply roof system. This is a class A fire rated roof system. , l5r IftiS0LA - nto4 / PP - r& . - - \ 3 v h oesz- r tr .._ sc.) - r.w , Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage 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 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:Upplicenons\Fonns- Appbcanons On 400\2009 Apphcations \1 -2009 - Permit Apphcanondoc Revised: 1.2009 bh ❑ None ❑ Other (specify) Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Constriction per IBC Type of Occupancy per IBC I' Floor 2" Floor 3'd Floor Floors thni Basement Accessory Structure' Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORIFION - 206 - 431 -3670 • Valuation of Project (contractor's bid price): $ 217,000 Existing Building Valuation: $ Scope of Work (please provide detailed information): Overlay existing roof with one layer of 114" densdeck and a 60 Mil FJ Single ply roof system. This is a class A fire rated roof system. , l5r IftiS0LA - nto4 / PP - r& . - - \ 3 v h oesz- r tr .._ sc.) - r.w , Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage 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 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:Upplicenons\Fonns- Appbcanons On 400\2009 Apphcations \1 -2009 - Permit Apphcanondoc Revised: 1.2009 bh ❑ None ❑ Other (specify) Page 2 of 6 • r PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Glen B. Anderson Day Telephone: (425) 7544042 Mailing Address: 3601 121st St. SW Lynnwood Date Application Accepted: ad 0 H:WppltcanonsWome- Apphcmons On Lanee2009 Appltcaaons11.2099 - Pevnit Application.doc Revised- 1 -2009 bh City Date: 06/29/2009 WA 98087 State Zip Date Application Expires: oi lallt 0 Staff Initials: Page 6 of 6 Parcel No.: 0004800015 Address: 13035 GATEWAY DR TUKW Suite No: Applicant: GATEWAY BUILDING #9 Receipt No.: R09 -01024 al • 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 Initials: JEM Payment Date: 07/06/2009 03:01 PM User ID: 1165 Balance: $0.00 Payee: COMMERCIAL INDUSTRIAL ROOFING, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 038131 3,836.77 Authorization No. ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/345.830 640.237.114 RECEIPT Permit Number: D09 -121 Status: PENDING Applied Date: 07/06/2009 Issue Date: Total: $3,836.77 Payment Amount: $3,836.77 2,322.59 1,509.68 4.50 PAYMENT RECEIVED doc: Receiot -06 Printed: 07 -06 -2009 Pro'e t: Type of Inspection: Address: /30.1 GA ,Die Date Called: Specia Instructions: uctions: 03 (} D I - ° Date Wanted: /.2 -30 .09 C.ny`, Requester: Phone No: 1 2?S- d-/.23-- 40C° a INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit O - /2 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 .Corrections required prior to approval. 6 COMMENTS: ZY - rlS4 401 TA P ,r ( j -4 Inspe Ok-A i qk Date: E1 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Pro J ect: C�9l�w ,3e/;)c p f Inspec on: `1 i - ice- e,,Ra Address: 43 0 5 5 t# * cL Date Called: / . Special Instructions: L2 7s�l —2 567 Date Wanted:. ..7:7 —.2 Q — Q 7 p.m. Requester: Phone No: � (5 4 - 7�y - .2 5'G S 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 -3 7 Inspect Approved per applicable codes. Corrections required prior to approval. COMMENTS: G eipt No.: 'Date: $60 0 REINSPECTION FE ' EQUIR Prior to inspection, fee must be p at 6300 Southcenter Blvd., Su' e 100. Call to schedule reinspection. . ELI L Jot s Manville Building Owner RREEF AMERICA REIT II Corp. MMMM7 WA do RReef Ma Tukwila, WA 98168 Building Name Gateway Corporate Center 13035 Gateway Drive -Bldg. 9 Tukwila, WA 98168 Approved Roofing Contractor Commercial Industrial Roofing, Inc. 3601 121st Street SW Lynnwood, WA 98087 Years 10 Coverage The components of the Roofing System covered by this Guarantee are: Total Squares: 490 Membrane Spec. and Type : Mechanically Fastened- SI'6RM PVC Insulation Type : None ,None ,OTR Accessories (Type and Quantity) oPrJP PrJ�rl�cPrJ�rJ�r��Pr ncPrJ��PrJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ��PrJ�rJ�rJ�rJ�rJ�r Pr PrJ��PrJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rPrJ�IJ�tJ�rJ�r�rPr�rJ�rJISrJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�r�rJ��PrJ�rJ�cPrJ�rJ�rl�cPrJ�rJ @PIJ�P�PJ�rJ�rPrJ�r PrPrPrPrJ��f C a C C Il i 5 'these Jams Manville Guaranteed components are referred to below as the "Roofing System" and ALL EXCLUDED FROM THE TERMS OF THIS GUARANTEE. Johns Manville* guarantees to the original Building Owner that during the Term commencing with the Dale promptly repair the Roofing System to return it to a watertight condition if leaks occur due to: ordinary wear the Roofing System, or workmanship deficiencies in the application of the Roofing System. WIIAF '1000IF YOUR ROOF LEAKS If you should have a roof leak please refer to directions on the reverse side. ommerclal /Industrial Rooing' System Peak Advantage Guarantee Guarantee Number: FNP151074281 Date of Completion: 8/24/2009 Terms & Maximum Monetary Obligation to Maintain a Watertight Roofing System. No Dollar Limit OTHER COMPONENTS OF THE OWNER'S BUILDING ARE of Completion, JM will pay for the materials and labor required to and tear, or deficiencies in any or all of the component materials of LIMITATIONS AND EXCLUSIONS This Guarantee is not a maintenance agreement ur an insurance policy; therefore, routine inspections and maintenance are the Building Owner's responsibility (see reverse side of this document). Failure to follow the Maintenance Program on the reverse side of this document will void the Guarantee. This Guarantee does not obligate JM to repair the Rooting System, or any pan of the Roofing System, for leaks resulting from (a) natural disasters including but not limited to the direct or indirect effect of lightning, flood. hail stone, earthquake, tornados. hurricanes or other extraordinary natural occurrences and/or wind speeds in excess of 72 miles per hour, (b) misuse. abuse or negligence, (e•) t Roofing System installation or material failures usher than those involving the component materials expressly defined above as the Rooting System or exposure of the Root ng Syste components to damaging substances such as oil or solvents or to damaging conditions such as vermin, (d) changes to the Roofing System or the Building's usage that are not pre approved in writing by JM, or (e) failure of the Building substrate (mechanical, slnrctural, or otherwise and_ whether resulting from Building movement, design defects or other causes) or improper drainage. 1M is not responsible for leaks and damage resulting from water entry from any portion of the Building structure not a part of the Roofing System. This Guarantee becomes effective Wien (I) it is delivered to Owner: and (2) all bills for installation, materials, and services have been paid in full to the Approved Rooting contractor and to 3M. Until that time, this Guarantee is not in force and has no effect. The Parties agree that any controversy or claims relating to this Guarantee shall be first submitted to mediation under the Construction Industry Arbitration and Mediation Rules of the American Arbitration Association (Regular Track Procedures) or to such other mediation arrangement as the parties mutually agree. No court or other tribunal shall have jurisdiction until the mediation is completed. TO THE FUI,I.ES'f EXTENT PERMITTED BY LAW, JM DISCLAIMS ANY IMPLIED WARRANTY, INCLUDING THE WARRANTY OF MERCHANTABILITY AND TI IE WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE, AND LIMITS SUCH WARRANTY TO THE DURATION AND TO THE EXTENT OF THE EXPRESS WARRANTY CONTAINED IN THIS GUARANTEE. THE EXCLUSIVE RESPONSIBILITY AND LIABILITY OF 1M UNDER THIS GUARANTEE IS TO MAKE REPAIRS NECESSARY TO MAINTAIN THE ROOFING SYSTEM IN A WATERTIGHT CONDITION IN ACCORDANCE WITH THE OBLIGATIONS OF JM UNDER THIS GUARANTEE. 1M AND ITS AFFILIATES WILL NOI' BE LIABLE FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES TO THE BUILDING Si RUCTURE (UPON WHICH THE ROOFING SYSTEM IS AFFIXED) OR IT'S CONTENTS, LOSS OF TIME OR PROFITS OR ANY INCONVENIENCE. JM AND ITS AFFILIATES SHALL NOT BE LIABLE FOR ANY DAMAGES WHICH ARE BASED UPON NEGLIGENCE, BREACH OF WARRANTY, STRICT LIABILITY OR ANY OTHER THEORY OF LIABILITY OTHER THAN THE EXCLUSIVE LIABILITY SET FORTH IN THIS GUARANTEE. No one is authorized to change, alter, or modify the provision of this Guarantee other than the Manager, Guarantee Services Unit or authorized delegate. JM's delay or failure in enforcing the terms and conditions contained in this Guarantee shall not operate as a waiver of such terms and conditions. This Guarantee is solely for the benefit of the Building Owner identified above and Building Owner's rights hereunder are not assignable. Upon sale or other transfer of the Building, Building Owner may request transfer of this Guarantee to the new owner, arid JM may transfer this Guarantee, in its sole discretion only after receiving satisfactory information and payment of a transfer fee, which must be paid no later than 30 days after the date of Building ownership transfer. In the event JM pays for repairs which are required due to the acts or omissions of others. JM shall be subrogated to all rights of recovery of the Building Owner to the extent of the amount or the repairs. Because .IM does not practice Engineering or Architecture, neither the issuance of this Guarantee nor any review of the Building's construction or inspection of roof plans (or the Building's roof deck) by JM representatives shall constitute any warranty by JM of such plans, specifications, and construction or in any way constitute an extension of the terms and conditions of this Guarantee. Ally roof inspections are solely for the benefit of JM. JM does not supervise nor is it responsible for a roofing contractor's work except to the extent stated herein. and roofing contractors are not agents of JM. •JOI INS MANVILLE ( "JM'') is a Delaware corporation with its principal mailing address at P.O. Box 5108, Denver, Colorado 80217 -5108. 5 O cPrJ�rJ�rJ�r PrJ�cPr�rJ�cPcPrJ�rJ�rJ�rJ�rJ�r PrnrJ�cPrPr�cPcPrJ�rPcPrJ�rPtJ�rJ�rJ�, J�cPrJ�rPrJ�rPrJrJ�rPrJ�IJ��P�Pr�rJ�rJ�rJ�rJ�rJ�rJ�cPcPIJ� By : Fred Stephan Title : Vice President & General Manager Roofing Systems Group ttorney -in -Fact rSr �cPr PrJ�rJ�r�rPr PrJ�rJ�rPrJ�r�rJ�r�rJ��I Imagery D9teRNov i20 o7 �* } 47 29 Y ..47 N , 812 08 VV, n COpy REVIEWED FOR CODE COMPLIANCE APPROVED JUL 15 2009 City of [kwila BUILDING DIVIRInMi CITY OFTTUKWILA JUL 0'6 PERMIT CENTER map or 1 .31/.3) vateway Ur a I uxwua, VV rt uy iviap'uum ® 2009 MapOuest Inc. Mao Data ®2009N14VTEQ orTeleAtlas M rights reserved. Use subject to License/Copyright Map Legend Directions and maps are informational only. We make no warranties on the accuracy of their content, road conditions or route usability or expeditiousness. You assume all risk of use. MapQuest and its suppliers shall not be liable to you for any loss or delay resulting from your use of MapQuest. Your use of MapQuest means you agree to our Terms of Use http: / /www.mapquest.com/maps ?city= Tukwila&state =WA &address =1303 5 +Gateway +Dr &... 7/1/2009 Rating Deck System Membrane Maximum Slope (inifoot) Insulation Special Conditions A NC M P 2 E, I A C M P 4 Any 1 /4" DensDeck or 1 4" Gypsum Over Insulation A C M P 4 E, I (Optional) W' DensDeck or %" Gypsum Over Insulation V A C M P 3;4 RF Over E, I, C A NC A P 1 E,I A C A P 1 E, I, C (Optional) '<" DensDeck or W' Gypsum Over Insulation A C A PFB 3i4 E, I '<" DensDeck or X" Gypsum Over Insulation 6111417 Johns Manville UL External Fire Resistance (UL 790) JM PVC Membrane Systems System M = Mechanically Attached A = Adhered Membrane P = JM PVC PFB = JM PVC Fleece Backed Deck NC = Non - combustible C = Combustible Insulation E = ENRGY 3' I= ISO 3'" C = Invinsa' Roof Board RF = 1/2" Retro -Fit® Board Any = Any UL Classified 18 -2 W A T n e p i n e Single Ply Roofing Systems Codes and Approvals H A I L REVIEWED FOR CODE COMPLIANCE APPROVED JUL 15 2009 City of Tukwila BUILDING DIVISION W I N O V I 9.1 CITY OF TUI LA JUL a'6 20Uy PERMIT CENTER March 23, 2009 RREEF Engineering 12720 Gateway Drive Suite 200 Tukwila, WA 98168 Dear Greg: Attention: Greg Coleman Existing Building Description Observations and Findings Perrnit No. FILIE`COPY RE: Structural Review Gateway Corporate Center Building 9 — Roofing Overlay Tukwila, Washington CASCADE CREST CONSULTING ENOIN88T23. INC. REVIEWED FOR CODE COMPLIANCE AP PROVED JUL 15 2009 City of Tu BUILD Cascade Crest Consulting Engineers, Inc. performed a brief site visit to Building 9 at Gateway Corporate Center in Tukwila, Washington on March 6, 2009 to gather information for a proposed roofing overlay to the building. Subsequent to our site visit partial structural drawings for the roof framing systems of the building were provided for our review. This letter summarizes our observations and findings. The existing building is a one -story concrete tilt -up structure with a panelized wood roof framing system. According to the available drawings, oriented strand board roof sheathing is supported by 2x6 subpurlins and 4x or glu- laminated wood puffins at 8' on- center, which are in turn supported by glu- laminated wood beams. Per notes on the structural drawings, the material utilized for the subpurlins consists of Hem Fir No. 2 wood members. Steel tube columns and the perimeter concrete wall panels support the roof framing. The ground floor is a concrete slab -on- grade. The foundation system consists of conventional concrete spread footings with continuous strip footings at the perimeter walls and square pad footings at the columns. The existing roofing system consists of a built -up roofing system which, according to Westcoast Roof Consulting, weighs approximately 2.0 pounds per square foot. The proposed overlay system weighs approximately 1.6 pounds per square foot. Our calculations, based upon the drawings provided and our observations in the field indicate that the existing roof framing has the strength to support the proposed roofing overlay system. Our findings assume that there may be suspended ceilings or fire sprinkler head drops supported from the 2x6 subpurlins in the building. 21902 96th Ave. S.E. - Snohomish, WA 98296 - Phone: 206 - 909 -7808 - Fax 360 -668 -8739 JUL 0'6 2009 PERMIT CENTER ' Gateway Corporate Center - Building 9 2 March 23, 2007 We are pleased to assist you on this project. Should you have questions, please feel free to call me at (206) 909 -7808 and discuss our findings. Sincerely, CASCADE CREST CONSULTING ENGINEERS INC. Keith Wm. Moore, S.E. Associate cc: Mark Curry, Westcoast Roofing Properties ff ' Thickness, nominal 1/4 ": 1/4" + 1 . 1/2", 15/8 1/2" ± 1/32" " " Width, standard 4'± 8" 4'±1/8" t1 /REVICWC Length, standard B" +>/ " 8'±1/4" C Weight. lbs. /sq. ft, nominal 1.1 -12 1.95 ', DE L i Surfacing i erg ass mat Fiberglass mat ibergla p Flexural Strength', parallel, lbs. min. 40 BO 100 0 Flute Spanability 2 -5/8" 5" 8" JUL Permeance', Perms 50 35 32 .( ,5 "R" Value' .28 .56 .67 Linear Variation with Change in Temp., in /in °F 80.5x10 8.5x10 8.5x10 Linear Variation with Change in Moisture, in in/in %RH 6.25x10 6.25x10 6.25 � � Water Absorptions, % max 10.0 10.0 i 0 of 01 r Compressive Strength, psi nominal 500 900 500 900 i:Iur /DING Surface Water Absorptions, grams, nominal .2.5 <_2.5 D Flame Spread, Smoke Developed (ASTM E 84) 0/0 0/0 0/0 - Fire Classification FM CLASS 1 (as overlayment) FM CLASS 1 (FM 4450) FM CLASS 1 (FM 4450) UL 1256, ULC S -126 UL Class A (UL 790) ULC S - 107 UL 1256, ULC S -126 UL Class A (UL 790) ULC S - 107 UL 1256, ULC S -126 UL Classified "P" assemblies ULC Classified "R" acsemblies ULC S -101 Class A (UL 790), ULC S -107 Mold Resistance per ASTM D 3273 Mold resistant Mold resistant Mold resistant ASTM Standard C 1177 C 1177 C 1177 Uplift Standards and Testing ANSI /UL 1897 ASCE 7 FM 4470 ANSI/UL 1897 ASCE 7 FM 4470 ANSI /UL 1897 ASCE 7 FM 4470 Bending Radius 5' 8' 12' GeorgiaPacific DensDeck Roof Board Technical Data 1. Tested in accordance with ASTM C 473 2. Tested in accordance with ASTM E 661 (488 /A mrrc load only fw 1/2' and 5/8'l 3. Tested in accordance with ASTM F96 Idly cup method 4. Tested in accordance with ASTM C518 (heat flow meter. 5. ASTM C 1177 minimums & When tested as manu- factured in accordance with ASTM D 3273. Georgia-Pacific Gypsum SALES INFORMATION AND ORDER PLACEMENT USA Midwest: 1- 800 - 876.4746 West 1 -824 -7503 South: 1-800- 327 -2344 Northeast 1-800- 907-4497 CANADA Canada Toll Free: 1-800-387-6M3 Quebec Toll Free: 1-800- 361 -0486 Georgia- Pacific Gypsum Technical Hotline U.S.A. and Canada: 1- 800 -225-6119 RECEIVED CITY OF TUKWILA JUL 0\6 ZOOY PERMIT CENTER ©2008 Georgia - Pacific Gypsum LLC. All rights reserved. Printed in USA 10/08 GP -TM Lit Item 1101516. Penigft-No. Flame spread 0, smoke developed 0. when tested in accordance with ASTM E 84 or CAN/tJLC -S102. Noncombustible when tested in accordance with ASTM E 136. DensDeck Fireguard ®Type X: UL Classified when tested in accor- dance with ASTM E 119.5/8" DensDeck can replace any generic Type X gypsum board in any roof assembly in the UL Fire Resistance Directory under the prefix "P': Miami -Dade County, Florida NOA 07- 0124.02 DensDeck is FM tested and approved as the only 1/2" gypsum product to meet the calorimeter requirements for conventionally insulated decks. TRADEMARKS DENSDECK, DENSDECK PRIME, DENSDECK DURAGUARD, FIREGUARD and the GEORGIA- PACIFIC logo are trademarks owned by or licensed to Georgia- Pacific Gypsum LLC. UPDATES AND CURRENT INFORMATION The information in this docu- ment may change without notice. Visit our website at www.gpgypsum.com for up- dates and current information. LIMITATION OF REMEDIES AND DAMAGES Unless otherwise stated in our written warranty for these products, our sole liability for any product claim shall be lim- ited to reimbursement of the cost of repair or replacement of the affected product, up to a maximum amount of two times the original purchase price for the affected product. We shall not be responsible under any circumstances for lost profits, 0112EC Service Hotline 1.800225.6119 or www.densdeck.com 1/4" DensDeck® has been tested by Factory, Mutual for 60 psf and 90 psf wind uplift for BUR, EPDM, thermoplastics and modified bitumen roof systems. Higher wind uplift ratings have been achieved by numerous membrane manufacturers using DensDeck in their FMRC - approved construction designs. damage to a structure or its contents, or indirect, incidental, special or consequential dam- ages. Claims shall be deemed waived if they are not submit- ted to us in writing within ten (10) days after discovery of a product defect/circumstance giving rise to a claim. CAUTION: For product fire, safety and use information, go to gp.com/safetyinfo. HANDLING AND USE CAUTION: This product contains fiberglass facings which may cause skin irritation. Dust and fibers produced during the handling and installation of the product may cause skin, eye and respiratory tract irritation. Avoid breathing dust and mini- mize contact with skin and eyes. Wear long sleeve shirts, long pants and eye protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/MSHA approved respirator as appropriate in dusty or poorly ventilated areas. For additional product fire, safety and use information go to www.gp.com/safetyinfo or call 1- 800 - 225 -6119. FIRE SAFETY CAUTION Passing a fire test in a con- trolled laboratory setting and /or certifying or labeling a product as having a one -hour, two -hour, or any other fire resistance or protection rating and, therefore, as acceptable for use in certain fire rated assemblies /systems, does not mean that either a particular assembly /system incorporating the product, or any given piece of the product itself, will necessarily provide one -hour fire resistance, two - hour fire resistance, or any other specified fire resistance or protection in an actual fire. In the event of an actual fire, you should immediately take any and all actions necessary for your safety and the safety of others without regard for any fire rating of any product or assembly /system. DDS - 121 P j OR VED 1 009 Vi !SION .1M PVC Membranes * Products are not stocked as standard and may be special ordered with 6 - 8 week lead time and required minimum quantities. Please check with your JM sales representative. REC CITY OF JUL 0 PERMIT KMLA 2009 ENTER Color Sizes Area per Roll Weight Specifications Guarantees9 Description Product IN1SV Thickness AaJ9 Sandstone Mechanically Fastened Fully Adhered Mechanically Fastened or Fully Adhered Thermoplastic, polyester reinforced membrane. Menu- III WA! '4944 a X X X 6.5' x 100' (1.98 m x 30.48m) 650 ft (60.39 m 220 lb (99.79 kg) SP5RM SP5RA 5,10 or 15 yr NDL 3.25' x 100' 325 ft 111 lb factured using an ultraviolet-resistant JM PVC 50 50 mil (1 m x 30.48m) (30.19 m (50.35 kg) P' vinyl chlo 10' x 100' 1,000 ft 338 lb ri an Elvaloy (3.05 m x 30.48 m) (92.90 m) 2 (153.31 kg) K (ketone ethylene x * * 5' x 100' 500 ft 169 lb e, formulation. (1.52 m x 30.48 m) (46.45 m (76.66 kg 6.5' x 100' 650 ft 261 lb SPERM SP6RA 5,10,15, or 20 yr (1.98 m x 30.48m) (60.39 m (118.39 kg) NDL X X X 3.25' x 100' 325 ft 131 lb JM PVC 60 60 mil (1 m x 30.48m) (30.19 m (59.42 kg) 1 D' x 100' 1,000 ft 4021 b x * * (3.05 m x 30.48 m) (92.90 m (182.34 kg) vo 5' x 100' 500 ft 201 lb (1.52 m x 30.48 ml (46.45 m (91.17 kg) C 6.5' x 75' 488 ft 261 lb SPERM SP8RA 5,10,15, rgl4 JM PVC 80 60 mil x * * (1.98 m x 30.48 m l (45.34 m (118.39 kg) NDL M c 3.25' x 75' 244 ft 131 lb - (1 m x 22.86 m) (22.67 m (59.42 kg) -, JM PVC 50 6.33' x 90' 570 ft 209 lb SP5PM SP5PA 5,10 or 15 ye e Fleece Backed 73 mil x * * (1.93 m x 27.43 ml (52.95 m (94.80 kg) NDL n S JM PVC 60 6.33' x 90' 570 ft 244 lb SP6PM SP6PA 5,10,15 or 2 Fleece 88 mil x * * (1.93 m x 27.43 m) (52.95 m (110.68 kg) NDL Backed JM PVC 80 6.33' x 90' 570 ft 320 lb SP8PM SPBPA 5,10,15 or 20 yr Fleece 103 mil x * * (1.93 m x 27.43 m) (52.95 m (145.15 kg) NDL Backed .1M PVC Membranes * Products are not stocked as standard and may be special ordered with 6 - 8 week lead time and required minimum quantities. Please check with your JM sales representative. REC CITY OF JUL 0 PERMIT KMLA 2009 ENTER Base /Ply Sheet Listed: Acceptable Alternative DynaBase DynaBasePR* DynaMopGL 2.2 P /S* DynaMop GL 2.2 P/S QL* DynaWeld Base DynaWeld GL 2.2 P/P DynaWeld Base DynaWeld GL 2.2 P/P DynaGrip Base DynaGrip Base SD /SA DynaGrip Base SA/SD Dibiten SAS Base 0 DynaGrip Cap Dibiten SAS Cap * Limited to noncombustible roof deck Membrane Listed: I Acceptable Alternative Page Bottom JOHNS MANVILLE 717 17TH ST DENVER, CO 80202 USA ONLINE CERTIFICATIONS DIRECTORY r VIEWED FOR TGFU.R10]167 CODE COMPLIANCE/wing Systems APPROVED JUL 15 2009 Roofing Systems See General Information for R Sg5terh ukwila #Z r lain "II l inif.as 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum DensDeck® may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. Polystyrene insulation must be placed beneath the gypsum board and DensDeck®. "DuraFoam" may be used in lieu of "Fesco- Foam" applicable Classifications. "Fesco HD" is a suitable alternate to "Duraboard" in any applicable Classification. "ValuTherm" may be used in lieu of "ENRGY 3" In any applicable Classification. " ENRGY 3 Foil Faced" may be used in lieu of " ENRGY 3" in any applicable Classification. R10167 - Eco "InvinsaFoam" may be used in lieu of the combination of "Invinsa Roof Board" and "ENRGY 3" in any Classified system where "Invinsa Roof Board" is directly over "ENRGY 3 ". "Urethane Insulation Adhesive" may be used to adhere insulation in any of the following Classifications. Base sheets and ply sheets may be adhered with hot asphalt (15 -25 lb/sq) or "BUR Adhesive ", applied at 1 to 2 gal /sq. unless otherwise specified adhesive may be applied by brush, roller, notched squeegee or spray equipment. Vapor barriers or ply sheets are optional beneath roof insulation on all systems. "GlasPly IV" and " GlasPly Premier" are suitable alternates to Type G1 ply sheet. "GlasBase XT" Is an acceptable alternate to "GlasBase" in all applicable Classifications. cmnF JUL 0 6 2009 PERMIT C ENTF� z I http: // database. ul. com /cgi- bin/XYV /template/LISEXT/ 1 FRAME/showpage.html ?name =TG... 6/8/2009 1 Vl V.1 \1V1V/ - 1 \VV11116 Ur all.1113 4. Deck: NC Incline: Unlimited Barrier Board (Optional for noncombustible decks): — 1/2 in. min gypsum board with 6 in. min staggered joints. Insulation (Optional): — Polyisocyanurate, any thickness. Barrier Board: — 1/2 in. thick min "Retro-Fit Board" or 1/4 in. thick "Invinsa Roof Board ". Membrane: — "SR -50 ", "SR -60 ", "SR -60 Premier" or "SR -80" (PVC), fully adhered with "UltraGard PVC Membrane Adhesive (Solvent - Based)", 2 gal /sq. 5. Deck: NC Incline: 4 Insulation: — "Fesco" or "DuraBoard ", mechanically fastened, 1 -1/2 In. Barrier Board: — "Retro-Fit Board ", 1/2 in thick or 1/4 in. thick "Invinsa Roof Board ". Membrane: — "SR -50 ", "SR -60 ", "SR -60 Premier" or "SR -80" (PVC), fully adhered with "UltraGard PVC Membrane Adhesive (Solvent - Based)", 2 gal /sq. 1. Deck: C -15/32 Incline: 1 -1/2 Gypsum Board (Optional): — 1/2 In., mechanically fastened. Insulation: — Johns Manville "ENRGY 1G ", Rmax "Ply I" or "Multi- Max ", Apache Building Products "Pyrox White ", Firestone Building Products "Iso 95 +GL ", Atlas Roofing "ACFoam II ", " ACFoam III ", 1 -1/2 In. thick min. Membrane: — "JM PVC Fleece Backed ", 40 -100 mil (TPA). 1. Deck: NC Incline: 1/2 Slip Sheet (Optional): — Any UL Classified Slip Sheet. Insulation: — (1 In. min) One of the following: Class C - Fully Adhered (PVC) Class A, B or C - Fully Adhered (PVC) 1. Deck: See Note 1 Incline: See Note 2 Slip Sheet (Optional): — Any UL Classified. Barrier Board (Optional): — Any UL Classified. Insulation (Optional): — Any Classified Johns Manville Insulation, any combination, any thickness. Membrane: — Any Classified Johns Manville PVC membrane, fully adhered. Surfacing: — 'TopGard 4000" or 'TopGard 5000 ", 1%h to 3 gal /sq. May be reinforced with fabric (3 oz /sq yd max). Note 1: Deck shall be in accordance with Classification established for the slip sheet/barrier board /insulation /membrane roofing system. Note 2: Class (A, B or C) and max incline shall be in accordance with Classification established for the slip sheet/barrier board /insulation /membrane roofing system, but can not exceed 2:12. Class A - Mechanically Fastened (PVC) A.) Apache /Slip Sheet (optional) — "Pyrox ". B.) Johns Manville /Slip sheet (optional) — " ENRGY 3 ", "ISO 3 ". C.) Rmax /Slip sheet (optional) — "Multi -Max ". D.) Owens Corning "Foamular 150 ", " Foamular 250 ", in combination with Atlas Roofing "FR -10 ". E.) Johns Manville "ISO 3" or "ISO Taper 3" /Slip sheet (optional). Membrane: — "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier" or "SR -80" (PVC). 2. Deck: C -15/32 Incline: 1/2 1 agc Y/ Vl V1 Unless otherwise indicated, the membrane is mechanically fastened to the deck with one of the following methods: "SFS ", "Disc Cap" or "Johns Manville Pre - Assembled Screw and Plate System" or "Johns Manville Spike" or "Johns Manville Steel, Wood, Concrete Screw" (plastic fasteners) limited to noncombustible decks. The PVC laps are solvent welded or hot air welded and a PVC sealant (not UL Classified) applied to the exposed seam (approximately 1/8 in. wide bead). Insulation: — 1/2 in. gypsum board - (joint staggered a min of 6 In. with the joints in plywood); (optional) Branch River Foam 1.0 pcf EPS - 1/2 In. max. http: // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME/showpage.html ?name =TG... 6/8/2009 1 yr u . is l u 1 o i - miming 3y stems rage 45 or b Slip Sheet (Optional when EPS is not used): — Atlas Roofing "FR -50 ". Membrane: — "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier" or "SR -80" (PVC). 3. Deleted. 4. Deck: C -15/32 Incline: 1/2 Barrier Board: — 1/2 in. min gypsum board, mechanically fastened (joints In gypsum board are staggered a min of 6 in. from the joints in the plywood). The following insulations may be any thickness: Insulation /Slip Sheet: — A.)Johns Manville "Fiber Glass Roof Insulation" /Atlas Roofing "FR -10 ". B.)Perlite /(optional) Atlas Roofing "FR -10 ". C.) Rmax "Multi -Max" /Atlas Roofing "FR -10 ". D.) Atlas Roofing "ACFoam II" or Johns Manville "ENRGY 1" or "ISO I" /(optional) /Atlas Roofing "FR -10 ". E.) Owens Corning "Foamular 150 ", "Foamular 250" or Dow Chemical "Styrofoam SM" /Atlas Roofing "FR -10 ". F.) Polyisocyanurate (1.0 min) covered by perlite (3/4 in. min) /(optional) Atlas Roofing "FR -10 ". G.) BASF EPS (uniform thickness or tapered), covered with perlite (3/4 in. min) /(optional) Atlas Roofing "FR -10 ". H.) ARCO Chemical "ARCOR MB" or "ARCOR FM -1 ", 1.6 in. min. I.) Johns Manville "ISO I" /(optional) Atlas Roofing "FR -10 ". Membrane: — "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier" or "SR -80" (PVC). 5. Deck: NC Incline: 1 Insulation: — Arco Chemical "ARCOR MB" or "ARCOR FM -1 ", 1.6 In. min. Membrane: — "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier" or "SR -80" (PVC). 6. Deck: NC Incline: 1 Insulation: — Polystyrene (uniform thickness or tapered), any thickness, covered with perlite, 3/4 in. min. Slip Sheet (Optional): — Atlas Roofing "FR -10 ". Membrane: — "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier" or "SR -80" (PVC). 7. Deck: NC Incline: 1 Barrier Board (Optional): — 1/2 in. min gypsum board or 3/4 in. perlite, mechanically fastened. Insulation: — Dow Chemical "Styrofoam SM, RM, TG or Grayboard ", 1 In. min. Slip Sheet: — Atlas Roofing "FR -10" or 3/4 in. min perlite with no slip sheet. Membrane: — "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier" or "SR -80" (PVC), mechanically fastened. 8. Deck: NC Incline: 1/2 Insulation: — "ISO 3 ", " ENRGY 3" or Rmax "Multi -Max" (1.0 min) Slip Sheet (Optional): — Any UL Classified. Membrane: — "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier" or "SR -80" (PVC). 9. Deck: NC Incline: 1 Insulation: — Atlas Roofing "ACFoam II" or "ISO II" (1 in. min), mechanically fastened or hot mopped. Membrane: — "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier" or "SR -80" (PVC). 10. Deck: NC Incline: 1 http: // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =TG... 6/8/2009 1 U V -Mitt lu/ - ivuuiui .7yJtc11Is Insulation (Optional): — Polyisocyanurate (1.0 min) Insulation: — Perlite (3/4 in. min) Membrane: — "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier" or "SR -80" (PVC). 11. Deck: NC Incline: 1 Insulation (Optional): — Polyisocyanurate, any thickness. Insulation (Optional): — Polystyrene (uniform thickness or tapered), any thickness. Barrier Board: — 3/4 in. min perlite. Slip Sheet (Optional): — Any UL Classified. Membrane: — "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier" or "SR -80" (PVC). 12. Deck: C -15/32 Incline: 2 Barrier Board: — 5/8 in. gypsum board, mechanically fastened with staggered joints 6 in. min from plywood joints. Insulation: — Polyisocyanurate followed by 3/4 in. min perlite board. Slipsheet (Optional): — Any UL Classified. Membrane: — "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier" or "SR -80" (PVC). 13. Deck: C -15/32 Incline: 2 Barrier Board: — 1/2 in. gypsum board, joints staggered a min 6 in. from the plywood joints. Membrane: — "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier" or "SR -80" (PVC). 14. Deck: NC Incline: 1 Insulation: — Cellular concrete, gypsum concrete, vermiculite concrete, perlite concrete or structural concrete. Membrane: — "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier ", "SR -80 ", "Plus 50 ", "Plus 60" or "Plus -60M" (PVC). 15. Deck: NC Incline: 4 Insulation: — One of the following or combinations of the following Insulations any thickness, polyisocyanurate, polyisocyanurate/perlite composite, polyurethane /periite composite, perlite, wood fiberboard fiber glass. Barrier Board: — 1/2 in. thick min "Retro -Fit Board ", or 1/4 in. thick "Invinsa Roof Board ". Membrane: — "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier" or "SR -80" (PVC). 16. Deck: NC Incline: 1 Insulation: — Polystyrene, any thickness. Insulation (Optional if slip sheet Is used): — Polyisocyanurate, 1 In. min thickness. Slip Sheet (Optional if polyisocyanurate is used): — Atlas Roofing "FR -10 ". Membrane: — "SR-50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier" or "SR -80" (PVC), mechanically fastened. 17. Deck: NC Incline: 1 Insulation: — Perlite, 3/4 in. min. Slip Sheet (Optional): — Any UL Classified. Membrane: — "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier" or "SR -80" (PVC). 18. Deck: NC Incline: 1 Insulation (Optional): — Polyisocyanurate, any thickness. Insulation: — Polystyrene, any thickness (uniform or tapered). Insulation (Optional if slip sheet Is used): — Polyisocyanurate, 1 In. min thickness. Slip Sheet (Optional if polyisocyanurate Is used): — Atlas Roofing "FR -10 ". Membrane: — "SR -50 ", "SR -60" "SRM -60 ", or "SR -60 Premier", "SR -80 ", mechanically fastened. 19. Deck: C -15/32 Incline: 4 Barrier Board: — 5/8 in. gypsum board (joints staggered a min of 6 in. from the plywood deck joints). Insulation (Optional): — Polyisocyanurate, any thickness. Cover Board: — 1/2 in. thick (min) "Retro-Fit Board ", or 1/4 in. thick " Invinsa Roof Board ". Membrane: — "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier" or "SR -80" (PVC). 1 use. T/ ■1 V 1 20. Deck: Structural Cement -Fiber Unit+ Incline: 1 Insulation: — "ISO I ", Atlas Roofing "ACFoam II" or Rmax "Multi -Max" (1.0 in. min). http: // database. ul. com /cgi- bin/XYV /template/LISEXT / 1 FRAME/showpage.html ?name =TG... 6/8/2009 luru.tciuioi - tcootmg s ystems Slip Sheet (Optional): — Any UL Classified. Membrane: — "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier" or "SR -80" (PVC). +Min 2 in. thick, Classified under Structural Cement -Fiber Units (CIYT) Fire Resistance Directory. 21. Deck: Structural Cement -Fiber Unit+ Incline: 1/2 Membrane: — "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier ", "SR -80 ", "Plus 50 ", "Plus 60" or "Plus -60M" (PVC). +Min 2 in. thick, Classified under Structural Cement -Fiber Units (CIYT) Fire Resistance Directory. 22. Deck: NC Incline: 2 -1/2 Insulation: — Atlas Roofing "ACFoam II ", "ENRGY 3" or "ISO 3" 1.0 in. min, mechanically fastened Membrane: — "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier ", "SR -80" (PVC). 23. Deck: NC Incline: 1 Insulation (Optional): — Polyisocyanurate, polyurethane, 1 in. min. Barrier Board: — Wood fiberboard, 1/2 in. min. Slip Sheet (Optional): — Atlas Roofing "FR -10 ". Membrane: — "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier" or "SR -80" (PVC). 24. Deck: C -15/32 Incline: 3 Insulation (Optional): — Polystyrene, glass fiber, perlite, polyurethane, isocyanurate, perlite /isocyanurate or perlite polyurethane composites or Partek "Paroc Baseboard ", any thickness, mechanically fastened. Barrier Board: — Partek "Paroc Capboard ", 3/4 In. min with insulation joints staggered a min of 6 In. from the plywood deck joints (staggered joints not required for noncombustible deck), mechanically fastened. Membrane: — "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier" or "SR -80 ", mechanically fastened. 25. Deck: NC Incline: 3 Insulation (Optional): — Polystyrene, glass fiber, perlite, polyurethane, isocyanurate, perlite /isocyanurate or perlite polyurethane composites or Partek "Paroc Baseboard ", any thickness, mechanically fastened. Barrier Board: — Partek "Paroc Capboard ", 3/4 in. min, mechanically fastened. Membrane: — "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier" or "SR -80 ", mechanically fastened. 26. Deck: NC Incline: 4 Barrier Board (Optional): — 1/2 in. min gypsum board. Insulation (Optional): — Polyisocyanurate, any thickness. Barrier Board: — 1/2 In. thick (min) "Retro-Fit Board ", or 1/4 in. thick "Invinsa Roof Board ". Membrane: — "SR -S0 ", "SR -60 ", "SRM -60 ", "SR -60 Premier" or "SR -80" (PVC). 27. Deck: NC Incline: Unlimited Membrane: — "Plus -50 ", "Plus -60" or "Plus -60M" (PVC). 28. Deck: C -15/32 Incline: Unlimited Insulation (Optional): — Polyisocyanurate, perlite, glass fiber, urethane, wood fiber, polystyrene, EPS, polyisocyanurate composite, urethane composite, mechanically fastened, any thickness. Barrier Board: — G -P Gypsum DensDeck®, 1/4 in. thick. Membrane: — One ply "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier ", "SR -80 ", "VT -60" or "VT -80 ". 29. Deck: C -15/32 Incline: 1/2 Slip Sheet: — Two layers Atlas Roofing "FR 50 ". Membrane: — "JM PVC ", "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier ", "SR -80 ", "SRT45" or "SRT60" (PVC). 30. Deck: NC Incline: 2 -1/2 Insulation: — "ENRGY 3 ", any thickness, mechanically fastened. Membrane: — "SR -50 ", mechanically fastened. rage Ju 01 01 http: // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME/showpage.html ?name =TG... 6/8/2009 GLEN ANDERSON 3601 121 ST SW MUKILTEO WA 98087 RE: Permit No. D09 -121 13035 GATEWAY DR TUKW Dear Permit Holder: Sincerely, -or- City of f Tukwila Based on the above, you are hereby advised to: Jim Haggerton, Mayor epartment of Community ,D evelopment Jack Pace, Director 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 01/16/2010. 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. 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 01/16/2010, 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. Bill Rambo Permit Technician File: Permit File No. D09 -121 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 July 8, 2009 Glen Anderson 3601 121 St SW Lynnwood WA 98087 Dear Mr. Anderson, Bill Rambo Permit Technician Enclosures File: D09 -121 Department of Community Development Jack Pace, Director RE: Letter of Incomplete Application # 1 Development Permit Application D09 -121 Gateway Building #9 — 13035 Gateway Dr This letter is to inform you that your permit application received at the City of Tukwila Permit Center on July 6, 2009 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Fire Department: Al Metzler at 206 -575 -4407 if you have any questions concerning the following comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, taP W:\Permit Center \Incomplete Letters\2009\D09 -121 Incomplete Ltr # 1.DOC wer Jim Haggerton, Mayor 1) Please state in writing whether a torch with open flame or asphalt kettle will be used in the process. A 2/1n 441nn .. 7 7 •1.. u7 ,. s.:_ -a__ 110100 - /11- ____ w - r-_._ n■•,w . n . n <« ACTIVITY NUMBER: D09 -121 DATE: 07 -09 -09 PROJECT NAME: GATEWAY BUILDING #9 SITE ADDRESS: 13035 GATEWAY DR Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: ul ding Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping El PW ❑ Staff Initials: TUES/THURS R TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: APPROVALS OR ORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ❑ Structural Approved with Conditions Fire Prevention Incomplete ❑ Planning Division ❑ Permit Coordinator DUE DATE: 07-14-09 DATE: Not Applicable DUE DATE: 08-11-09 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire El Ping ❑ PW El Staff Initials: ACTIVITY NUMBER: D09 -121 DATE: 07 -06 -09 PROJECT NAME: GATEWAY BUILDING 9 SITE ADDRESS: 13035 GATEWAY DR X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Works Complete ❑ Comments: REVIEWER'S INITIALS: * PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP n d&vt'k IA-01 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Planning Division ❑ Permit Coordinator ❑ DUE DATE: 07-07-09 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: � — a LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ' Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route n Structural Review Required ❑ No further Review Required DATE: DUE DATE: 08-04-09 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 DATE: \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: • i 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 09 July 2009 Plan Check/Permit Number: D09 -121 • Response to Incomplete Letter # 1 C�RECEj ❑ Response to Correction Letter # OF rukLb ❑ Revision # after Permit is Issued 'JUL o 9 1009 ❑ Revision requested by a City Building Inspector or Plans Examiner PER MIT CENTEh Project Name: Gateway Building #9 Project Address: 13035 Gateway Dr Contact Person: Glen Anderson Phone Number: 425 423 -0900 Summary of Revision: Per telephone conversation, no flames and no kettles. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ( i II �� � \ Entered in Permits Plus on 0�6 � Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 7 GREAT AMERICAN 0 404872 04/11 /2002 Until Cancelled $12,000.00 05/02/2002 6 GREAT AMERICAN INS CO 0404872 04/11/2001 04/11/2002 $6,000.00 04/20/2001 5 AMWEST SURETY INS CO 1144059 04/11 /1998 Until Cancelled 08/07/2001 $6,000.00 4 AMWEST SURETY INS CO 1144059 02/13/198804/11 /1998 $6,000.00 3 SAFECO INS CO OF AMERICA 4384160 04/11/198704/11/1988 02/13/1988 2 SAFECO INS CO OF AMERICA 4384160 04/11/1982 04/10/1987 1 CBIC 604202 04/11/198104 /10/1982 Name Role Effective Date Expiration Date DUGAN, CHRISTINA D PRESIDENT 04/11/1980 DUGAN, WILLIAM L VICE PRESIDENT 04/11/1980 Untitled Page • o 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 Phone Address Suite /Apt. City State Zip County Business Type Parent Company COMMERCIAL INDSTRL ROOFING INC 4254230900 3601 121ST STREET SW LYNNWOOD WA 98087 SNOHOMISH Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 600346392 ACTIVE COMMEI *205JJ CONSTRUCTION CONTRACTOR 4/11/1980 5/16/2011 GENERAL UNUSED Business Owner Information Bond Information Page 1 of 2 https: // fortress .wa.gov /lni/bbip/Detail.aspx 07/17/2009