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HomeMy WebLinkAboutPermit D11-176 - BVK KENT VALLEY INDUSTRIAL - REROOFBVK KENT VALLEY INDUSTRIAL 6540 GLACIER ST D11 -176 City otiTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 7888900120 Address: 6540 S GLACIER ST TUKW Suite No: Project Name: BVK KENT VALLEY INDUSTRIAL Permit Number: D11 -176 Issue Date: 06/30/2011 Permit Expires On: 12/27/2011 Owner: Name: EPROPERTY TAX INC DEPT 207 Address: PO BOX 4900 , SCOTTSDALE AZ 85261 Contact Person: Name: LEN DUGAN Address: 3601 121 ST SW , LYNNWOOD WA 98087 Contractor: Name: COMMERCIAL INDSTRL ROOFING INC Address: 3601 121ST STREET SW , LYNNWOOD, WA 98037 Contractor License No: COMMEI *205JJ Phone: 425 - 423 -0990 Phone: 425 - 423 -0900 Expiration Date: 05/16/2013 DESCRIPTION OF WORK: REMOVE EXISTING ROOF (1), MECHANICALLY ATTACH R -21 POLYISO- CYANURATE INSULATION (3.2 "). INSTALL PERLITE INSULATION BOARD (.5 "). INSTALL 3 LAYERS PLY 4 AND MINERAL SURFACED CAP IN HOT ASPHALT. INSTALL MODIFIED BASE FLASHINGS IN HOT ASPHALT. INSTALL ALL NEW METAL FLASHINGS. ROOF SYSTEM IS A UL CLASS A RATED ROOF. THE EXISTING ROOF IS A 3 PLY BUR ROOF. Value of Construction: $405,000.00 Type of Fire Protection: Type of Construction: Electrical Service Provided by: PUGET SOUND ENERGY Fees Collected: $6,584.95 International Building Code Edition: 2009 Occupancy per IBC: * *continued on next page ** doc: IBC -7/10 D11 -176 Printed: 06 -30 -2011 • • Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read an governing this work will be compli N N N 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: Public: Non - Profit: N Public: Date: akt 11 ned 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 construction or the perforrganse of wo to this permit. Signature: Print Name: e to give authority to violate or cancel the provisions of any other state or local laws regulating authorized to sign and obtain this development permit and agree to the conditions attached ()A 00.19v-- Date: 4 70 J C-.-t 22)1/ 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 CONDMONS * ** 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: 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. 6: 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 doc: IBC -7/10 D11-176 Printed: 06 -30 -2011 shall not be valid. The issuance of a permit d on construction documents and other dat 11 not prevent the Building Official from requiring the correcti f errors in the construction documents and data. 7: ** *FIRE DEPARTMENT CONDITIONS * ** 8: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 9: 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) 10: If the asphalt kettle /tank is propane fueled, an LP -Gas Permit is required from the Tukwila Fire Department. 11: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 12: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 13: 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 D11 -176 Printed: 06 -30 -2011 CITY OF TUKWILA Community Development Department Public Works Department Pennit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Building Permit No. © L.— 17 (p Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: 1 9 0 ~ 0 ( Site Address: 6540 Glacier Ave. Tukwila. WA 98188 Suite Number: Floor: Tenant Name: Property Owners Name: BVK Kent Valley Industrial, LLC do CBRE New Tenant: ❑ Yes ❑..No Mailing Address: 12720 Gateway Drive, Suite 200 98168 Tukwila City 98168 State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Len Dugan Mailing Address: 3601 121st Street SW E -Mail Address: len @cir- roofing.com Day. Telephone: (425) 423 -0990 Lynnwood City State Fax Number: (425) 423 -0992 98087 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Commercial Industrial Roofing, Inc. Mailing Address: 3601 121st Street SW Contact Person: Glen Anderson E -Mail Address: glen @cir- roofing.com Contractor Registration Number: COMMEI *205JJ Lynnwood City State Zip Day Telephone: (425) 7544042 Fax Number: (425) 423 -0992 Expiration Date: 05/31/2011 98087 ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Westcoast Roof Consulting Mailing Address: 3303 Harbor Blvd Contact Person: Mark Curry E -Mail Address: mcurry@westcoastrc.net Costa Mesa City State Day Telephone: (714) 545 -7663 Fax Number: (714) 545 -7664 92626 Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Mailing Address: City Day Telephone: Fax Number: Contact Person: E -Mail Address: H:\Applicetions\Fonns- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh State Zip Page 1 of 6 BUILDING PERMIT INFORMATIO.06 -431 -3670 Valuation of Project (contractor's bid price): $ 405,000.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): Remove existing roof (1), mechanically attach R -21 Polyiso- cyanurti insulation (3.2 "). Install perlite insulation board (.5 "). Install 3 layers ply 4 and mineral surfaced cap in hot asphalt. Install modified base flashings in hot asphalt. Install all new metal flashings. Roof system is a UL class A rated roof. The existing roof is an 3 ply BUR roof. 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: Applications\Fonns- Applications On line\2010 Applications \7 -2010 - Permit Application.dnc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St 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: Applications\Fonns- Applications On line\2010 Applications \7 -2010 - Permit Application.dnc Revised: 7 -2010 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: C"'..--a) Date: 4/27/2011 Print Name: Glen B. Anderson Day Telephone: 425- 754 -4042 Lynnwood Mailing Address: 3601 121st Street SW 98087 lDate Application Accepted: City State Zip Date Application Expires: I ) )-1 ` r Staff Initials: H: ApplicationstFonns- Applications On line12010 Application 7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 6 of 6 0 fii 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.TukwilaWA.gov RECEIPT Parcel No.: 7888900120 Permit Number: D11-176 Address: 6540 S GLACIER ST TUKW Status: PENDING Suite No: Applied Date: 06/21/2011 Applicant: BVK KENT VALLEY INDUSTRIAL Issue Date: Receipt No.: R11 -01262 Initials: WER User ID: 1655 Payment Amount: $6,584.95 Payment Date: 06/21/2011 11:00 AM Balance: $0.00 Payee: COMMERCIAL INDUSTRIAL ROOFING TRANSACTION LIST: Type Method Descriptio Amount Payment Check 040242 6,584.95 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $6,584.95 3,988.15 2,592.30 4.50 doc: Receipt -06 Printed: 06 -21 -2011 • INSPECTION RECORD Retain a copy with permit .INSPECTION NO. PERMIT NO. • • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 vt. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 'J11 -17k, Project .. ...6V� . 1- ,_ Type of Inspectio • e< &JAL sue: to, 46 Address: t• .16" 46 6i --.EA. u(. Special Instructions: Date Wanted II aim. Requester: Vhone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Pf M f /,ol yere Inspector: C I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 g (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proj eV: Le,. TypA of In(s'pection: `, Address: 54 a 6' � 4 6-I _ Date Called: r1 Special Instructions: Date Wanted:-? -0.-�p.mm. l S �/ p.m. Requester: Phone No: 2 5 -17 .5 4 x"53 r-r ElApproved per applicable codes. El Corrections required prior to approval. COMMENTS: r ke4 m Inspectgf Date n REINSPECTION FEE REQUIRED. Prior to nex ' spection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. v ->�.- �•,.,,- ;. •-: -. -.._. sue., - .. INSPECTION RECORD Retain a copy with permit INSPECTION' NO. O -17t PERMIT NO. C CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 �' Project V Imo/` - Typetof Inspection: ,s r t Imo. Q J 1 l Address: & 543 i 6i 4C E I� 1 Date Called: w Special Instructions:' I P r Date Wanted: a.m: Requester: : 1' 3.9 Phone No: 4.z5 ----is-4.--53 °( Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: I� 1 A V1 pr by4 w P A 5-e e (h-sr : 1' 3.9 (i),A "- Aidie.0( (0 ' Inspe tor: ivr I I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date: —1 J t c' f / 4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ice. (206) 431 -3670 ! Permit Inspection Request Line (206) 431 -2451 Project; /_ kiLiv Ty f Inspection: Addres,4 ,\ 61 -' i i z Date Called: Special Instructions: Date Wanted: I -3— 1( r.... p.m. Requester: Phone o: Approved per applicable codes. a Corrections required prior to approval. 4. COMMENTS: w �.� ctv r Ge _Jil P 4 DateJ t n REINSPECTION FEE R UIRED. Prior to next inspection. fee must be paid at 6300 Southcenj r Blvd.. Suite 100. Call to schedule reinspection. 4tor: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 \"R- (206) 431 =3670 Permit Inspection Request Line (206) 431 -2451 Proje .• Inspection: TPl of 4n 1 c ' - k I i t S, Address: � (,, S` 0 3. fiG r " Q._ Date Called: 7 Special Instructions: Date Wanted: �. a_mi 7 i (( `pm Requester: Phony 1. r, 7ser —53 6 a ElApproved per applicable codes. El Corrections required prior to approval. ,•• COMMENTS: (,,D cwt J f U+�A4.� Inspec Dater a !1 / r. ❑ REINSPECTION FEE REQUIRED. Prior t next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. all to schedule reinspection. „ ::,rr'i,1'?" 7'yC' s.�.r � . ?�x�' ,45Fr rT.4'�+'.'" ...._ • •• w r• ,. _: '1••u -7? "7 _._ • y•- - •• INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proj� V e/1.27---- Type of Inspection: f j % /IS Address: 540 (4 &,'E Date Called: Special Instructions: Date Wanted: `<a-Air: - li ^ ll ` p.m. Requester: Phone N S- 77 54 -53 b a ElApproved per applicable codes. • Corrections required prior to approval It. COMMENTS: I ft AT pro u I. • • Inspe oc� r: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. •1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Di 1-1J ic i-4-AT V 2 Ty p TY f r t e t C e. 1. o C, .5 Address: (,54 s• G (A G: i._ Date Calle : alle Special Instructions: Date Wanted: y < a.m. 7 ` Es----- 1/ p.m. Requester: Phone ts... f ! 5, ..... s. 3 ov_ ElApproved per applicable codes. aCorrections required prior to approval. • COMMENTS: A.1 A ora ilA / Mal-- WJre--1 ,7'06Ai-) ))1'-t\ t Ale LOCI. bei a �Al P r --i nl ®� ?� •l 7. 1'3 to Inspector: ri ❑ REINSPECTION FEE REQUIRE . Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Dater 1 , • { • . a • J 4;t3 INSPECTION NO. "Ptw7. ir. -71- .ze -3.r 'r INSPECTION RECORD Retain a copy with permit 611 —(7o, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 .. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Projec . cfic. Type of Inspe tion: j Addresses (� G,I Date Called: 1 Special Instructions: Date Wanted: .--- anted: _- ,� f a.m. Requester: Phone ZS- 7S-4 -53 (2 i Approved per applicable codes. EJ Corrections required prior to approval. COMMENTS: � Dat REINSPECT ION FEE REQU ED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspeetion. Ins ector: • • ;.Ca....•: sywt ""-- o.S, °.•4rC 9".:"1 °'^ .v- • • -�6 - T: •- _17--7, INSPECTION NO. INSPECTION RECORD Retain a copy with permit Tl -vim -- _ i. __R,`._r -• . - Da- rr7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 t 41K /uw� u f/( e Type-of InspectCP� n �Pro pa AD L A o .� � Address: 65440 . p Date Called: Special Instructions: Date Wanted: _ a 7 - (o -11 p.m. Requester: Phone 2� — 13 SA —S-360 • 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Nf + . A I1.. PD r) , 0 .. niL 3 ,' c /.' InspectK A Date ` , I( n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be; • paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection:.- .�. . ,Ikd . .1 INSPECTION RECORD Retain a copy with permit b11-477C., INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - • • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 =3670 Permit Inspection Request Line (206) 431 -2451 Project: • at v 1< kF krf t) a w¢ci Type of Inspection: RAF gieroNi T1S Addr ss: (05-10 5 c, L Actf2 s--- Cate Called: Special Instructions: Date Wanted: 7 -5 -I t a:m: Requester: Phone No: 1- 1.zC-y--' s4-es3 (00 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: cp , A (1 d(►oe ij 1 / (4s kA • Date: �► +' PECTION FEE REQUIR : D. Prior to n t inspection. fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinepe tioii:'. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION C• 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 INSPECTION RECORD Retain a copy with permit b1(- I1169 PERMIT NO. Proj&K lecjaiii4,4 TypeN Inspectior& V Address: t S- (0 S4 0 6 Lete-e Date Called: re A Sr ,,,.... Special Instructions: Date Wanted_. i .-- 1 ( P.m. Requester: Ph4orie/2SNo: 7 S4 --"ef' 643 . 0 Approved per applicable codes. 0Corrections required prior to approval. COMMENTS: Dt\ A-4? pr tyLi LI 4)K I pector: Fitj„.7 ( REINSPECTION FEE REQUI or to next inspection. fee must be • • paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection;:.. 21747 Johns Manville Building Owner BVK Kent Valley industrial, LLC Tukwila, WA 98168 Building Name Southcenter South 6540 South Glacier Street Tukwila, WA 98168 Approved Roofing Contractor Commercial Industrial Roofing, Inc. 3601 121st Street SW Lynnwood, WA 98087 Commercial /Industrial1Rliofing Systems;:,: Pi 1 - 11(49 Peak Advantage Guarantee ADVANTAGE Guarantee Number: FNB151086620 Date of Completion: 8/8/2011 Terms & Maximum Monetary Obligation to Maintain a Watertight Roofing System. Years 10 $ Coverage The components of the Roofing System covered by this Guarantee are: Membrane Spec. and Type :4GIC Insulation Type Accessories (Type and Quantity) : NRG3 ,None ,RFB No Dollar Limit Total Squares: 800 BUR These Johns Manville Guaranteed components are referred to below as the "Roofing System" and ALL OTHER COMPONENTS OF THE OWNER'S BUILDING ARE EXCLUDED FROM THE TERMS OF THIS GUARANTEE, including any amendments thereto. Johns Manville' guarantees to the original Building Owner that during the Term commencing with the Date of Completion (as defined above), JM will pay for the materials and labor reasonably required in Johns Manville's sole and absolute discretion to repair the Roofing System to return it to a watertight condition if leaks occur due to: ordinary wear and tear, or deficiencies in any or all of the Johns Manville component materials of the Roofing System, or workmanship deficiencies only to the extent they arise solely out of the application of the Roofing System. Non - leaking blisters are specifically excluded from coverage. Should any investigation or inspection reveal the cause of a reported leak to be outside the scope of coverage under this Guarantee, then all such investigation and inspection costs shall be borne solely by'the Building Owner. WHAT TO b0 IF YOUR ROOF LEAKS If you should have a roof leak please refer to directions on the reverse side. Failure by the Building Owner to comply with any of the directions on the reverse side of this document will render the coverage provided under this Guarantee, including any applicable amendments and/or riders, null and void. LIMITATIONS AND EXCLUSIONS This Guarantee is not it maintenance agreement or an insurance policy; therefore, routine inspections and maintenance are the Building Owner's sole responsibility (sec reverse side of this document). Failure to follow the Maintenance Program on the reverse side of this document will void the Guarantee in its entirety. This Guarantee does not obligate JM to repair or replace the Roofing System, or any part of the Roofing System, for leaks or appearance issues resulting, in whole or in part, from one or more of the following (a) natural disasters including but not limited to the direct or indirect effect of lightning, flood, hail storm, earthquake, tornados, hurricanes or other extraordinary natural occurrences and/or wind speeds in excess of 55 miles per hour; (b) misuse, abuse, neglect or negligence; (c) installation or material failures other than those involving the component materials expressly defined above as the Roofing System or exposure of the Roofing System components to damaging substances such as oil, fertilizers, or solvents or to damaging conditions such as vermin; (d) any and all (i) changes, alterations, repairs to the Roofing System, including, but not limited to, stnictures, penetrations, fixtures or utilities (including vegetative and solar overlays) based upon or through the Roofing System as well as any (ii) changes to the Building's usage that are not pre - approved in writing by 1M; (e) failure of the Building substrate (mechanical, structural, or othenvise and whether resulting from Building movement, design defects or other causes) or improper drainage; (f) defects in or faulty /improper design, specification construction or engineering of the Building or any area over which the Roofing System is installed; (g) defects in or faulty /improper architectural, engineering or design flaws of the Roofing System or Building, including, but not limited to, design issues arising out of improper climate or building code compliance; or (h) in instances of a recover project, Johns Manville is not responsible for the performance of pre - existing materials that predated the recover. Instead, Johns Manville's sole responsibility in recover systems where JM materials are adhered to existing materials is limited to the installed recover JM Roofing materials up to the wind speed listed herein. Guarantee coverage is limited to replacing recover JM Roofing materials only (and not the pre - existing materials — which is the Owner's responsibility) as required to return the roofing system to a watertight condition due to a claim covered under the terms and conditions herein. Johns Manville is not responsible for leaks, injuries or damages resulting from any water entry from any portion of the Building structure not a part of the Roofing System, including, but not limited to, deterioration of the roofing substrate, walls, mortar joints, HVAC units'and all other non -Johns Manville materials and metal components. Moreover, the Building Owner is solely and absolutely responsible for any removal and/or replacement of any overburdens, super - strata or overlays, in any form whatsoever, as reasonably necessary to expose the Roofing System for inspection and/or repair. This Guarantee becomes effective when (I) it is delivered to Owner; and (2) all bills for installation, materials, and services have been paid in full to the Approved Roofing contractor and to JM. Until that time, this Guarantee is not in force, has no effect — and JM is under no obligation whatsoever to perform any services/work. 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. In any action or proceeding brought against the Building Owner to enforce this Guarantee or to collect costs due hereunder, Johns Manville shall be entitled to recover its reasonable costs, expenses and fees (including expert witness' fees) incurred in any such action or proceeding, including, without limitation, attorneys' fees and expenses, and the Building Owner shall pay it. TO THE FULLEST EXTENT PERMITTED BY LAW, JM DISCLAIMS ANY IMPLIED WARRANTY, INCLUDING THE WARRANTY OF MERCHANTABILITY AND THE 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 JM 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. JM AND ITS AFFILIATES WILL NOT BE LIABLE FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES TO THE BUILDING STRUCTURE (UPON WHICH THE ROOFING SYSTEM IS AFFIXED) OR ITS CONTENTS AND OR OCCUPANTS, LOSS OF TIME OR PROFITS OR ANY INCONVENIENCE, INJURY. JM SHALL NOT BE LIABLE FOR ANY CLAIM MADE AGAINST THE BUILDING OWNER BY ANY THIRD PARTY AND THE BUILDING OWNER SHALL INDEMNIFY AND DEFEND JM AGAINST ANY CLAIM BROUGHT BY ANY THIRD PARTY AGAINST JM RELATING TO OR ARISING OUT OF THE ROOFING SYSTEM OR JM'S OBLIGATIONS UNDER THIS GUARANTEE. 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. THIS GUARANTEE DOES NOT COVER, AND EXPLICITLY EXCLUDES, ANY AND ALL INJURIES, CLAIMS AND /OR DAMAGES RESULTING, IN WHOLE OR IN PART, FROM ANY WATER ENTRY FROM ANY PORTION OF THE BUILDING STRUCTURE INCLUDING, BUT NOT LIMITED TO, THE ROOFING SYSTEM. "Continued on next page" Page 1 of 4 Maintenance Program In order to continue the coverage of this Guarantee, the following Maintenance Program must be implemented and followed: 1. Building Owner must notify JM Guarantee Services Unit (see below) immediately upon discovery of the leak and in no event later than ten (10) days after initial discovery of the leak, time being of the essence. Failure of the Building Owner to provide timely notice to JM Guarantee Services of any leak is a material ground for termination of the Guarantee. In response to timely notice, JM will arrange to inspect the Roofing System, and (i) If, in JM's sole and absolute opinion, the leak(s) is /are the responsibility of JM under this Guarantee (see Limitations and Exclusions), then JM will take prompt appropriate action to return the Roofing system to a watertight condition, or (ii) If in JM's sole and absolute opinion, the leak(s) is/are not the responsibility of JM under this Guarantee, then JM will advise the Building Owner within a reasonable time of the minimum repairs that JM believes are required to return the Roofing System to a watertight condition. If the Building Owner, at his expense, promptly and timely makes such repairs to the Roofing System (time being of the essence) then this Guarantee will remain in effect for the unexpired portion of its Term. Failure to make any of these repairs in a timely and reasonable fashion will void any further obligation of JM under this Guarantee .as to the damaged portion of the Roofing System as well as any other areas of the Roofing System impacted by such failure. 3. In the event an emergency condition exists which requires immediate repair to avoid damage to the Building, its contents or occupants, then Building Owner may make reasonable, essential temporary repairs. JM will reimburse Building Owner for those reasonable repair expenses only to the extent such expenses would have been the responsibility of JM under the Guarantee. There are a number of items not covered by this Guarantee that are the sole, exclusive responsibility of the Building Owner. In order to ensure that your new roof will continue to perform its function and to continue JM's obligations under the Guarantee, you must examine and maintain these items on a regular basis: • Maintain a file for your .records on this Roofing System, including, but not limited to, this Guarantee, invoices, arid subsequent logs of all inspections performed and repairs that are made to the Roofing System. • Inspect your Roofing System at least semi- annually. This is best done in the Spring, after the Roofing System has been exposed to the harsh winter conditions, and, in the Fall after a long hot summer. It is also a good idea to examine the Roofing System for damage after severe weather conditions such as hailstorms, heavy rains, high winds, etc. • Since these types of Roofing Systems typically have a low slope, they are easily examined. However, care must be taken to prevent falling and other accidents. JM expressly disclaims and assumes no liability for any inspections performed on the Roofing System. When checking the Roofing System: • Remove any debris such as leaves, small branches, dirt, rocks, etc. that have accumulated. • Clean gutters, down spouts, drains and the surrounding areas. Make certain they allow water to flow off the Roofing System. Positive drainage is essential. • Examine all metal fleshings and valleys for rust and damage that may have been caused by wind or traffic on the Roofing System, and make certain they are well attached and sealed. Any damaged, loose, or poorly sealed materials must be repaired by a JM Approved Roofing Contractor only. • Examine the areas that abut the Roofing System. Damaged masonry, poorly mounted counter flashing, loose caulking, bad mortar joints, and any loose stone or tile coping can appear to be a membrane leak. Have these items repaired by a JM Approved Roofing Contractor if found to be defective. • Examine the edges of the Roofing System. Wind damage often occurs in these areas. Materials that have been lifted by the wind need to be corrected by a JM Approved Roofing Contractor. • Examine any roof top equipment such as air conditioners, evaporative coolers, antennas, etc. Make certain they do not move excessively or cause a roof problem by leaking materials onto the Roofing System. • Check the building exterior for settlement or movement. Structural movement can cause cracks and other problems which in turn may lead to leaks in your Roofing System. • Examine protective coatings; any cracked, flaking, or blistered areas must be recoated. Protecting your investment: • Avoid unnecessary roof top traffic. • If you allow equipment servicemen to go onto the Roofing System, advise them to be careful Dropped tools, heavy equipment, etc. can damage the membrane. Log all such trips to the Roofing System. • Do not allow service personnel to make penetrations into the Roofing System; these are to be made only by a JM Approved Roofing Contractor. All the terms and conditions of this Guarantee shall be construed under the internal law of the state of Colorado without regard to its conflicts of law principles. Invalidity or unenforceability of any provisions herein shall not affect the validity or enforceability of any other provision which shall remain in full force and effect to the extent the main intent of the document is preserved. This form is not to be copied or reproduced in any manner. This Guarantee is valid only in the United States of America. Guarantee Services Unit Johns Manville, Guarantee Services Unit, 10100 West Ute Ave., Littleton, CO 80127 (shipping address) Johns Manville, Guarantee Services Unit, P.O. Box 625001, Littleton, CO 80162 -5001 (mailing address) Guarantee Services Number (800) 922-5922 E- mail. gsu @jm.com www.jm.com /roofing "Continued on next page" Page 2 of 4 ET I Johns Manville Commercial /Industrial Roofing Systems Four Ply Mineral Surfaced Fiber Glass Built -Up Roof. For use over JM insulation, approved decks or other approved insulations, on inclines of up to 6" per foot (500 mm/m). Materials per 100 sq. ft. (9.3 m') of Roof Area Concrete Primer. If required Felts: GlasPly Premier or GlasPly IV GlasKap 1 gallon (3.8 liters) 3 plies 1 ply Asphalt (Interply): Trumbull®" or other JM Approved Asphalt Incline per foot Asphalt Total Weight Up to 1" (83 mm/m) 170 °F (77 °C), Type II, Flat 92 lbs. (42 kgs.) 1" to 3" (83 to 250 mm/m) 190 °F (88 °C), Type III, Steep 92 lbs. (42 kgs.) 3" to 6" (250 to 500 mm/m) 220 °F (104 °C), Type IV, Special Steep 92 lbs. (42 kgs.) Up to 6" (500 mm/m) PermaMop 92 lbs. (42 kgs.) Approximate installed weight 174 - 218 lbs. (79 - 99 kgs.) General This specification is for use over any type of approved structural deck which is not nailable and which offers a suitable surface to receive the roof. Poured and pre -cast concrete decks require prim- ing with JM Concrete Primer prior to application of hot asphalt. This specification is also for use over JM roof insulations or other approved rigid roof insulations, which are not nailable and which offer a suitable surface to install the roof. Specific written approval is required for any roof insulation not manufactured or supplied by JM. Insulation should be installed in accordance with the appropriate JM Insulation Specification detailed in the current JM Commercial /Industrial Roofing Systems Manual. This specification can also be used in certain reroofing situations. Refer to the "Reroofing" section of the JM Commercial/ Industrial Roofing Systems Manual. This specification is not to be used directly over poured or pre -cast gypsum or lightweight, insulating concrete fills. Design and installation of the deck and /or substrate must result in the roof draining freely and 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 are not eligible to receive a JM Roofing Systems Guarantee. Note: All general instructions contained in the current JM Commercial! Industrial Roofing Systems Manual should be consid- ered part of this specification. Fleshings Flashing details can be found in the "Bituminous Fleshings" section of the JM Commercial/Industrial Roofing Systems Manual. Application Note: On roof decks with slopes up to 1" per foot (83.3 mm /m) the Built -Up Roofing Specifications Specification 4GIC . • GlasKap Mineral Surfaced Cap Sheet: • End Staggered ..3' Apart (Min.) Using GlasPly Premier or GlasPly IV, apply a piece 12" (305 mm) wide, then over that, one 24" (610 mm) wide, then over both, a full width piece. The following felts are to be applied full width, over-lap- ping the preceding felts by 242h" (627 mm) so that at least 3 plies of felt cover the base felt/substrate at all locations. Install each felt so that it is firmly and uniformly set, without voids, into the hot asphalt (within ±25 °F [±14 °C] of the EVT) applied just before the felt at a nominal rate of 23 lbs. per square (1.1 kg /m') over the entire surface. Installation over porous substrates such as roof insulation may require up to 33 lbs. per square (1.6 kg/m') of hot asphalt. Surfacing Prior to application of GlasKap, cut the cap sheet into handleable lengths (12' - 18' [3.66 m - 5.50 ml). Lay the material out on the roof and allow it to relax and flatten. To accommodate a full width sheet, apply a mopping of hot asphalt, approximately 20 °F (11 °C) above the EVT, at a nominal rate of 23 lbs. per square (1.1 kg/m2). (The higher temperature of asphalt maximizes the bonding of the cap sheet to the ply felts.) Then flop the cap sheet into the hot asphalt On subse- quent courses, the cap sheet is positioned upside down, directly over the sheet in the preceding course such that the side lap area of the preceding sheet is exposed. Care should be taken to maintain 2" (51 mm) side laps and 4" (102 mm) end laps. Asphalt is applied in the same manner as before, making sure to also cover the 2" (51 mm) exposed side lap. Asphalt may also be applied to the exposed "upside down" cap sheet, prior to "flopping" it into the hot asphalt. The cap sheet must be firmly and uniformly set, without voids, into the hot asphalt with all edges and laps well sealed. Asphalt Asphalt should meet the requirements of ASTM D 312. JM Guarantees require the use of Trumbull®" asphalt or another JM REldk tJ ( 0 A twe roofing felts may be installed either perpendicular or parallel t ') f DE C roof incline. On slopes over 1" per foot (83.3 mm /m), refer to Paragraph 6.11 of this section for special requirements. D11 -17b * Trumbull is a registered trademark of Owens Corning. APPROVED JUN 2 9 2011 Service Specialist for special asphalt RECEIVE JUN 21 2011 Refer to the Material Safe y Data Sheet and Product Label prior to usin City ukwilta iNG DIVISION PERMIT CENTER RS -2046 8-04 (New) 'Zr Johns Manville Commercial /Industrial Roofing Systems Commercial /Industrial Roofing Systems UL External Fire Resistance (UL 790) Built Up Roofing Summary Chart UL Approvals * Check Individual Construction Listing To Ensure Accuracy * Deck Max. Slope (Inch/Ft.) Insulation Membrane Rating Comments C (3/4) 3 E,FG,FF,F (Optional) 3 -5 GNG 3 -5 GIG A C (15/32) 3 None 3 -5 GNG A C (15/32) 2 E,FG,FF,F* 3 -5 GIC A *F =Min 1 "; PP,GB under insulation C (15/32) 1 E,FG,FF,F (Optional) 3 -5 GNG 3 -5 GIG A C (15/32) 1 E,FG,FF,F (Optional) 3 -5 GNG 3 -5 GIG A C (15/32) 1 None 3 -5 GNG A NC 2 E,FG,FF,F (Optional) 3 -5 GIC A Optional PP,GB, GB +,V under insulation C (15/32) UL None 3 -5 GNG B • Optional PP,GB,GP,GPP under membrane C (15/32) UL E,FG,FF,F (Optional) 3 -5 GIC 3 -5 GNC C Optional PP,GB,GP,GPP under membrane /insulation C (15/32) % 2 layer %"F 3 -4 GIS A TA or TB NC 1i4 E,FG,FF,F (Optional) 3 -5 GIS A TB and FA C 1 None 4GNS A TA Legend: Deck: Slope: Insulation: Base Sheet: Ply Sheet Cap Sheet: Coatings: C= Combustible; ( ) =Min Thickness; NC= Non - Combustible UL= Unlimited E =ENRGY 3; F= Fesco; FF =Fesco Foam; RF =Retro -Fit; FG =FGRI PP= PermaPly 28; GB=GlasBase; GB+=GlasBase Plus; V= Ventsulation GP=GlasPly IV; GPP=GlasPly Premier GK=GlasKap TA= TopGard A; TB= TopGard B; FA= Fibrated Aluminum Roof Coating Notes: 1. Approvals for combustible decks automatically apply to non - combustible decks. 2. Insulation is any thickness one or more layers unless otherwise stated. 3. PermaMop is an acceptable substitute to asphalt in any construction. Voda REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 9 2011 City of Tukwila BUILDING DIVISION RECEIVED JUN 21 2011 PERMIT CENTER ‚Zr Johns Manville Commercial /Industrial Roofing Systems ASTM E 108: Noncombustible deck ratings are approved as follows: 3GIS, 4GIS or 5GIS min. 3 ply BUR surfaced with TopGard A (Emulsion Coating) at 2 gal /sq (0.8 I /m') — 3GIC, 4GIC, 5GIC, min. 2 ply BUR with a cap sheet — 3GNC, 4GNC, 5GNC, 3GLC, 4GLC, 5GLC min. 2 ply BUR with a cap sheet Class A at 1W' in 12" (125 mm /m) slope — VClass A at 2" in 12" (167 mm /m) slope Class A at 2" in 12" (167 mm /m) slope Class A at 1" in 12" (83 mm /m) slope FM Approvals Class A at 1W' in 12" (125 mm /m) slope — Class B at 3" in 12" (250 mm/m) slope Class A at 3" in 12" (250 mm /m) slope Class A at 1W' in 12" (125 mm /m) slope Class B at 3" in 12" (250 mm /m) slope 3GIC, 4GIC, 5GIC, 3GNC, 4GNC, 5GNC, 3GLC, 4GLC, 5GLC min. 2 ply BUR with a cap sheet followed by Henry 280 in two coats at 1 gal /sq /coat (0.41 /m' /coat) All systems with GlasKap cap sheet followed by Acryshield coating applied in 2 coats of VA gal /sq /coat (0.6 I /m' /coat) — 3GIC, 4GIC, 5GIC, 3GNC, 4GNC or 5GNC min. 2 ply BUR with a cap sheet — 3G1G, 4616 or 5GIG, min. 3 ply BUR covered with % in. (10 mm) gravel applied at 400 lbs. /sq. (19.5 kgs. /m') or slag applied at 300 lbs. /sq. (14.6 kgs. /m') adhered with flood coat top surface of hot asphalt or PermaMop modified roofing asphalt applied at 60 lbs. /sq. (2.9 kgs. /m') — 3616 or 4GIG min. 3 ply BUR covered with % in. (10 mm) gravel applied at 400 lbs. /sq. (19.5 kgs. /m') or slag applied at 300 lbs. /sq. (14.6 kgs. /m') adhered with flood coat top surface of hot asphalt or PermaMop modified roofing asphalt applied at 60 lbs. /sq. (2.9 kgs. /m') — 3GNG, 4GNC, 3GLC or 4GLG min. 3 ply BUR covered with % in. (10 mm) gravel applied at 400 lbs. /sq. (19.5 kgs. /m') or slag applied at 300 lbs. /sq. (14.6 kgs. /m') adhered with flood coat top surface of hot asphalt or PermaMop modified roofing asphalt applied at 60 lbs. /sq. (2.9 kgs. /m'). Class A at i4" in 12" (41.6 mm /m) slope — 3G1S, 4GIS or 5GIS min. 3 ply BUR surfaced with TopGard B (Emulsion Coating) at 3 gal /sq (1.2 I /m') Class B at 1" in 12" (83 mm /m) slope — 3GIS, 4GIS or 5GIS min. 3 ply BUR surfaced with TopGard B (Emulsion Coating) at 3 gal /sq (1.2 I /m') Class C at 1" in 12" (83 mm /m) slope — 3GIS, 4GIS or 5GIS min. 3 ply BUR covered with a full mop of hot asphalt or PermaMop followed by optional Henry 280 in two coats at 1 gal /sq /coat (0.41 /m' /coat) ASTM E 108 combustible deck ratings as follows: Class A at 3" in 12" (250 mm /m) slope — 3GIG, 4GIG, min. 3 ply BUR covered with % in. (10 mm) gravel applied at 400 lbs. /sq. (19.5 kgs. /m') or slag applied at 300 lbs. /sq. (14.6 kgs. /m') adhered with hot asphalt or PermaMop modified roofing asphalt applied at 60 lbs. /sq. (2.9 kgs. /m') Class A at 1i4" in 12" (125 mm /m) slope — 3GIC, 4GIC, min. 2 ply BUR covered with a cap sheet Class A at 1" in 12" (83 mm /m) slope — 3GIC, 4GIC, min. 2 ply BUR covered with a cap sheet followed by Henry 280 in two coats at 1 gal /sq /coat (0.41 /m' /coat) Construction #1: Insulation is secured to the deck per Built Up Roof cover insulation /fastener tables. 3, 4 or 5 ply BUR roof covers are constructed with hot asphalt or PermaMop modified roofing asphalt at 18 -28 lbs. /sq. (0.9 -1.4 kgs. /m'). The covering is a multi -layer construction of GlasPly IV, GlasPly Premier asphalt coated glass fiber base felts used as a 3, 4 or 5 (5 ply BUR system only approved over concrete decks) ply assembly. Each layer is adhered to the preceding layer or insulation by hot asphalt. The use of GlasBase, GlasBase Plus, PermaPly 28, Ventsulation, DynaBase or DynaBase XT glass based, base sheet and /or GlasKap glass base cap sheet is optional. Meets Class 1- 60/1 -90 per insulation /fastener table. Construction #1a: Steel, concrete. An insulation assembly per Construction #1 is placed loose on the deck. Either PermaPly 28 or GlasBase is placed over the insulation and secured to the deck with fasteners spaced 12 in. (305 mm) o.c. in the side and end laps and staggered 18 in. (457 mm) o.c. in two intermediate rows spaced 12 in. (305 mm) apart. Roof covering pre Construction 1 is then applied (3 additional plies only for steel deck). Meets Class 1 -90. Fasteners: 1) Olympic #10, Olympic Standard, Olympic Heavy Duty, Stainless #12,1 Nail with Standard or G -2 plate; Olympic Standard or Olympic Heavy Duty with LG or DP -H with MPH-3. 3) UltraFast or UltraFast ASAP and Metal Plates. Construction #2: Insulation is secured to the deck per Built Up Roof cover insulati 3GIC, 4GIC, 5GIC, 3616, 4GIG, 5GIG, 3GIS (hot asphalt surfacing only), 4GIS (hot a approved over concrete decks) ply BUR roof covers are constructed as in Constru dia. spots 24 in. (610 mm) o.c. Meets Class 1- 60/1 -90 per insulation /fastener table. ' 13 =52 pT '. ODE CO�i ggle, CD -10 or Fluted DL, CF, CF Tap Grip n /fastertablE.lGlanufacturers specification numbers: halt surt9fing gsnIHJ. 3)nff 5 (5 ply BUR system only tion #1. 44:141 sfieOmfifbld adhered with 12 in. (305 mm) • City of Tukwila BUILDING DIVISION ECEOVED JUN 21 2011 IT CENTER 41k f a S 1; r• r.' r a • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -176 DATE: 06 -21 -11 PROJECT NAME: BVK KENT INDUSTRIAL SITE ADDRESS: 6540 S GLACIER ST X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 13luild- in ivision n Public Works ,4wc (9)-11 4I Fire Prevention Structural ❑ Planning Division Permit Coordinator n E DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 06-23-11 Not Applicable l J Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Structural Review Required REVIEWER'S I ITIALS: Please Route ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07 -21 -11 Approved ❑ Approved with Conditions Not Approved (attach comments) 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 6540 s. glacier st - Google Maps Goggle maps 6540 S ?:Glacier Street Tukwila, WA Page 1 of 1 To see all the details that are visible on the screen, use the "Print" link next to the map. • 12 o. _• G18im S 180thi St . Jumper �) v / .• o ro is O - '3%4/ per* Qi r • 1- . • • Onlfia 1 S1801hSt -.._ -,_: • . S1fd4irdF .. 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NOTE: Revisions will require a new plan submittal and may include additional plan review fees. i LEGEND © SKYLJGHT HVAC UNrr O VENT DE SWAMP COOLER Kr) EXHAUST FAN 1IHW- ANTENNA • SATELLITE DISH • ROOF HATCH fl RODF DRAIN = SCUPPER 1^J Permit No. to Pf^ r viewappfoval is su of construction of any adop 01 approved Field and BY Date:. 3-0 3cAA to errors and omissions. meats does not authorize or ordinance. Receipt is acknowledged: City Of Tiiicwila BUILDING DIVISION 6540 S. GLACIER STREET (GLACIER) 2011 ROOF REPLACEMENT 33113 MIRROR RUM --■1111111111MIMMII■._ SIDE -013 wEirronAsT COSTA MEAL CA 62626 PBJ147663 FL 714- 545 -7664 IiDOF ==INSULTING CB RICHARD ELLIS TUKWILA, WA SOUTHCENTER SOUTH INDUSTRIAL PARK TUKWIL4, WA FRENAME- RS6540 ABEA - DATE- 05/03/10 DRM BY- w REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 9 2011 a�- City of Tukwila BUILDING DIVISION RECEIVED JUN 21 2011 PERMIT CENTER