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HomeMy WebLinkAboutPermit D11-135 - BVK KENT VALLEY INDUSTRIAL - REROOFBVK KENT VALLEY INDUSTRIAL 18404 CASCADE AV S Di 1-135 City dAi/Tukwila 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.: 7888900010 Address: 18404 CASCADE AV S TUKW Suite No: Project Name: BVK KENT VALLEY INDUSTRIAL Permit Number: D11 -135 Issue Date: 05/26/2011 Permit Expires On: 11/22/2011 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 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: $400,071.00 Type of Fire Protection: Type of Construction: Electrical Service Provided by: Fees Collected: $6,530.50 International Building Code Edition: 2009 Occupancy per IBC: * *continued on next page ** doc: IBC -7/10 D11 -135 Printed: 05 -26 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. Start Time: End Time: Fill 0 c.y. End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: N Date: os /a & /�7 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not construction or the performance of to this permit. e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this development permit and agree to the conditions attached Signature: /- Date: S— /•,2-a /// WNW Print Name: -Q/' This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: Manufacturers installation instructions shall be available on the job site at the time of inspection. doc: IBC -7/10 D11 -135 Printed: 05 -26 -2011 7: Prior to final inspection for this building Snit, a copy of the roof membrane manufactuxwarranty certificate shall be provided to the building inspector. 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 9: ** *FIRE DEPARTMENT CONDITIONS * ** 10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 11: Application of roof coverings with the use of an open -flame devices requires a separate permit from the Tukwila Fire Department located at 444 Andover Park East, Tukwila, Washington, 98188; telephone - (206)575 -4407. There shall be not less than one multi- purpose portable fire extinguisher with a minimum 2 -A 20 -B:C rating on the roof being covered or repaired. (IFC 105.6.24, 1417.3) 12: If a propane fueled asphalt kettle or tank is going to be used, a separate LP -Gas permit is required from the Tukwila Fire Dept. 13: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 14: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D11 -135 Printed: 05 -26 -2011 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: //www. ci. Tkwila. wa. us Building Permit No. t % ∎ - 35 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 18404 Cascade Ave. S King Co Assessor's Tax No.: 41,$lccI tiiv 001, 0 Site Address: 16404_ Cascade. Ave. S . Tenant Name: Suite Number: Floor: New Tenant: ❑ Yes ❑ ..No Property Owners Name: BVK Kent Valley Industrial, LLC Go CBRE 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 Day Telephone: (425) 7544042 Fax Number: (425) 423 -0992 Expiration Date: 05/31/2011 98087 Zip ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Westeoast 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: Contact Person: E -Mail Address: H:\Applications\Ponns- Applications On Line \2010 Applications \7 -2010 - Permit Applicatioadoc Revised: 7 -2010 bh City Day Telephone: Fax Number: State Zip Page 1 of 6 BUILDING PERMIT INFORMATIOl -- 206 -431 -3670 Valuation of Project (contractor's bid price): $ 400,071.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): Remove existing roof (1), mechanically attach R -21 Polyiso- cyanurqb 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\Forms- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page2of6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC lat 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\Forms- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page2of6 • 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 Unifonn 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 AUTHORI D AGENT: Signature: CL'^ —� • Date: 4/27/2011 Print Name: Glen B. Anderson Mailing Address: 3601 121st Street SW Day Telephone: 425 - 754 -4042 Lynnwood 98087 City State Zip IDate Application Accepted: 6 ) ` �' Date Application Expires: 1/1NA' "' "l Staff Initials: H: Applications\Pomu- Applications On Line \2010 Applications\7 -2010 - Permit Applicabon.doc Revised: 7 -2010 bh Page 6 of 6 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 7888900010 Permit Number: D11 -135 Address: 18404 CASCADE AV S TUKW Status: PENDING Suite No: Applied Date: 05/16/2011 Applicant: BVK KENT VALLEY INDUSTRIAL Issue Date: Receipt No.: R11 -00983 Initials: WER User ID: 1655 Payment Amount: $6,530.50 Payment Date: 05/16/2011 10:19 AM Balance: $0.00 Payee: COMMERCIAL INDUSTRIAL ROOFING TRANSACTION LIST: Type Method Descriptio Amount Payment Check 040160 6,530.50 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: $6,530.50 3,955.15 2,570.85 4.50 doc: Receiot -06 Printed: 05 -16 -2011 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 • C. On-i35 Proje Type Inspect on: :AG Address: ' . .1: t4 6 c s A c . ,� D Iled: v L F Gz, L. ��f Special Instructions: • . 1.5_ /l. . ‘7, a.m. Date Wanted:al _- 13-// Requester: Approved per applicable codes. • D.Corrections required prior to approval. COMMENTS: n [,11/4)C < Lp eke Inspect r: I ri 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 ( /35 INSPE TION 0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION C 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 =3670 Permit Inspection Request Line (206) 431 -2451 Project: Project: �/ �� -g- 1 T ° KC,/� J ' Type of Inspection; { , U T' (.G'.. \ i1"� Address: i lk 01 CArC-A4 Date Called: Special Instructions: Date Wanted: ---'p m Requester: Phone No: 4175 --c4-_ .r 3(v o ElApproved per applicable codes. El Corrections required prior to approval. COMMENTS: c) .-kk Inspe tor: ).UN REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: .� ..,�.,�. • ,••••'• INSPECTION RECORD Jj i( —i 35 Retain a copy with permit CITY DIVISION PERMIT NO. OF TUKWILA BUILDING 6•• 1 • INSPECTION NO. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 rr - (206) 43•-3670 Permit Inspection Request Line (206) 431-2451 tl Pribect:i i,.... „... tj . i, e v r t t 7 ki l‘s.. i Type of Inspection: li , I i 642_ i . -1. 6 ,r.... Mdress: 1 ,'-4 01 6A1-141 , Date Called: Special Instructions: Date Wanted:6 — P.m. (6" Requester: Phone No: 6 ---5 3 G d Approved per applicable codes. Corrections required prior to approval. 5 COMMENTS: pArr544 I PrziL/44) (A),J e I -773Ac AT/ Ins ector: Date: 6 REINSPECTION FEE REQUIR D. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ...04.a.5b11234 Mr' 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 0 135 Project: 13 LI i< Keivr L I kitey Type of Inspection: e-,It ;.A.,, c-A.F. ft,004 ( - Address: I YI DI" -,/i-S CAA Date Called: / Special Instructions: Date Wanted: 69 ....t 5 — t(— am. Requester: Phone No: ElApproved per applicable codes. El Corrections required prior to approval. COMMENTS: )U- 4■CA't I pector: Date: 1-7 REINSPECTION FEE REMO& Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • x Pa ikeit4161/4-fte$P5. INSPECTION NO. INSPECTION RECORD Retain a copy with permit I 135 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 42, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro' ct: uI�— v-t6, Ty of Ins o, ction: L t Address: 1 kl CAT CA -J Date Called: /.4C/. Special Instructions: Date Wanted: z.-0(\ i- tic ` r 1 a.m., p.m. Requester: Phone No: r] dq 53 Go t•Approved per applicable codes. OCorrections required prior to approval. COMMENTS: Q Ar)P-'1 AI Ai' PrThtlAii / CI° 6 ° 4,0 e (Zr /.4C/. - - A ee_fi z.-0(\ i- ,a-----1 Inspe'to� r: Date: I pi if ri 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 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 - 135. P ct: y –� �'%� ( %�( �/ Kv l: 1�. fCJII� " yr "ly Ty of Inspection: 'j'� %�" 17.,,,,,- 6,e2 \ . �..L .T— '� , Address: S.4 64 cAscki L Date Called: 4 Special Instructions: Date Wanted: lo- (3rI a.m P.m. Requester: Phone No: 42, -154 -53(0 ElApproved per applicable codes. aCorrections required prior to approval. !7 COMMENTS: In$pector: Date 6 (� REINSPECTION FEE REQUIRED. prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION: RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila..WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pre t:t , T. , t Ty C- of lepe2gal N, A S, Address: /1'0: GASe Date &ailed: Special Instructions: Date Wanted: •...a.02.- — i0 — , p.m. Requester: Phone No: -754453O Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ? A Date: ri REIN ECTION FEE REQUITED. Prior to n t inspection. fee must be paid a 6300 Southcenter Bl d.. Suite 100. ll to schedule reinspection. 771'1" INSPECTION RECORD Retain a copy with permit INS Er.T4 N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION C.-- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 L206) 431-3670 Permit Inspection Request Line (206) 431-2451 Dit-135 Project: t a. vK Keia q 4-147 Typ of Inspection: ? to ce (1 :44 Address: 1 X-tiol ots (AA aA D te Called: Special Instructions: Date Wanted: ( p.m. Requester: Phone No: "I'LS-2)51' 53o Approved per applicable codes. EJCorrections required prior to approval. COMMENTS: ()Lc tt--4 Inspect: Date: • .. • .... 1-7 REINSPECTION FEE REQUIR D. Prior to next inspection. fee must be • :; I—I paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. . . • .• INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 oil -13$ PERMIT NO. Project: Type of 1 speecttiio�n j- Jt- G -A ` • - (,.,,,,,1 ( ki • .'' /rte' �/ !� v iC f'� Address: Ig404 (Sc -AOi- Date Called: �--, Special Instructions: J . Date Wanted:/ _.a_at.. Requester: Phone No: 425 —17 /? .5-31D aApproved per applicable codes. Corrections required prior to approval. COMMENTS: `--r r-M hA °,\ Oki c) r C_JAAC eAek t I ns pec Date: ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • INSPECTI'ON,'RECORD: Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 F., (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro ect: / _ ar AA' Tyr}}e �of Inspection: Address: Iv 0 O Date Called: Special Instructions: Date Wanted: , km.- / CO —(( p.m. Requester: Pile ZS- f54-J360 JApproved per applicable codes. Corrections required prior to approval. COMMENTS: m 2 1, ef-3 /131,_/14:41 Inspector: 111 Date: I r n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. TbhlMKJA.-.r W_ R. - •Y ►'^ .! • w. _ • •.L-.21•ty4f!!►...__ .....X. _- .:.{a_ l +YU /.._. -_. _ _. 4 ° "•;:u•.• -`79.7 ^ ' • ' - • . . . Retain a copy with permit iNtPECTION RECOFth 01 - INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 1., (206) 431-3670 Permit Inspection Request Line (206) 431=2451 Pro(tcj K Kezu.— \i. 11_0 Type a Inspection,: rre. - jee R49 0 F Address: 1 s-.e4 o -el ( ASC-Alt Date Called: (..--..., Special Instructions: / Date Wanted:s. 2,7 ..... P.m. Requester: PhorANt5-.... riszi Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspec r: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Tr Johns Manville Building Owner BVK Kent Valley Industrial, LLC Tukwila, WA 98168 Building Name Southcenter South Bldg. U 18404 Cascade Avenue South Tukwila, WA 98168 Approved Roofing Contractor Commercial Industrial Roofing, Inc. 3601 121st Street SW Lynnwood, WA 98087 Commercial /Industrial. Roofing. Systems Peak Advantage Guarantee Guarantee Number: FNB151086622 Date of Completion: 8/1/2011 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 : NRG3 ,None ,RFB Accessories (Type and Quantity) No Dollar Limit Total Squares: 594 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 DO 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 a maintenance agreement or an insurance policy; therefore, routine inspections and maintenance are the Building Owner's sole responsibility (see 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 !United 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, structures, 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 JM; (e) failure of the Building substrate (mechanical, structural, or otherwise 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 retum 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 (1) 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. 2. 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, and 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. 11 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 he taken to prevent falling and other accidents. JM expressly disclaims and assumes no liability for any inspections perforrned 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. • Exarnine 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 2117 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 ma) 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 Ibs. (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 CommerciaVIndustrial Roofing Systems Manual. This specification can also be used in certain reroofing situations. Refer to the "Reroofing" section of the JM CommerciaV 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 Flashin g s" section of the JM Commercial /Industrial Roofing Systems Manual. REV Built -Up Roofing Specifications Specification 4GIC 0 0 Non - Mailable Deck or Approved Insulation Concrete Primer (II Required) GlasKap Mineral Surfaced Cap Sheer: • End Laps • Staggered 3' Apart (Min.) • Asphalt • .•L: .. • 4 " End ' I. ••- 4GIC 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 243t" (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 m]►. 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/m7). (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 • Application Note: On roof decks with slopes up to 1" per foot (83.3 mm /m),tie roofing felts may be installed either perpendicular or parallel to the roof incline. On slopes over 1" per foot (83.3 mm/m), refer to 1 Paragraph 6.11 of this section for special requirements. bX/ 135 ^OD * Trumbull is a registered trademark of Owens Corning. s halt -sa lrements of ASTM D 312. )1'.r lai e a of Trumbull" asphalt or another JM PILAW ical Service Specialist for special asphalt MAY 232011 ates. Cl +(?dtl�1.fety Data Sheet arP OPtilihRinN ECE VED MAY 16 2011 LI 1 .L lilt)% TER RS -2046 8-04 lNew) Judi 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 1% 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= GIasPly IV; GPP= GIasPly 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. I. REVIEWED FOR CODE COMPLIANG I. APPPr9VIED MAY 23 tug) City of Tukwila BUILDING nnticln "" ECE1 ED MAY 16 2011 PE" : ?rig, CENTER "Am Ti. Johns Manville Commercial /Industrial Roofing Systems ASTM E 108: Noncombustible deck ratings are approved as follows: Class A at 1i4" in 12" (125 mm /m) slope — VClass A at 2" in 12" (167 mm/m) slope Class A at 2" in 12" (161 mm /m) slope Class A at 1" in 12" (83 mm /m) slope FM Approvals REVIEWED FOR E CODE COMPLIAN . APPPAVED MAY 232011 3GIS, 4GIS or 5GIS min. 3 ply BUR surfaced with TopGard A ( mulsion Coating) at 2 gal /sq (0.8 I /m2) — 3GIC, 4GIC, 5GIC, min. 2 ply BUR with a cap sheet Cry of Tukwila — 3GNC, 4GNC, 5GNC, 3GLC, 4GLC, 5GLC min. 2 ply BUR with a a r®Ii�1G — 3GIC, 4GIC, 5GIC, 3GNC, 4GNC, 5GNC, 3GLC, 4GLC, 5GLC min. 2 p y wit a caps eet followed by Henry 280 in two coats at 1 gal /sq /coat (0.4 1/m2/coat) All systems with GlasKap cap sheet followed by Acryshield coating applied in 2 coats of VA gal /sq /coat (0.6 I /m2 /coat) 3GIC, 4GIC, 5GIC, 3GNC, 4GNC or 5GNC min. 2 ply BUR with a cap sheet 3616, 4616 or 5GIC, min. 3 ply BUR covered with % in. (10 mm) gravel applied at 400 lbsJsq. (19.5 kgs. /m2) or slag applied at 300 lbs. /sq. (14.6 kgs. /mt) adhered with flood coat top surface of hot asphalt or PermaMop modified roofing asphalt applied at 60 lbs. /sq. (2.9 kgsim2) 3616 or 4616 min. 3 ply BUR covered with % in. (10 mm) gravel applied at 400 lbs. /sq. (19.5 kgs. /m2) or slag applied at 300 lbs. /sq. (14.6 kgs. /m2) adhered with flood coat top surface of hot asphalt or PermaMop modified roofing asphalt applied at 60 lbs. /sq. (2.9 kgs. /m2) 3GNG, 4GNG, 3GLG or 4GLG min. 3 ply BUR covered with % in. (10 mm) gravel applied at 400 lbs. /sq. (19.5 kgs. /m2) or slag applied at 300 lbs. /sq. (14.6 kgs. /m2) adhered with flood coat top surface of hot asphalt or PermaMop modified roofing asphalt applied at 60 lbs. /sq. (2.9 kgs. /m2)• Class A at h" in 12" (41.6 mm /m) slope 3GIS, 4GIS or 5GIS min. 3 ply BUR surfaced with TopGard B (Emulsion Coating) at 3 gal /sq (1.2 l /m2) 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 l /m2) Class C at 1" in 12" (83 mm /m) slope — 3GIS, CIS 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 /m7/coat) ASTM E 108 combustible deck ratings as follows: Class A at 3" in 12" (250 mm /m) slope — 3616, 4616, min. 3 ply BUR covered with % in. (10 mm) gravel applied at 400 lbs. /sq. (19.5 kgs. /m2) or slag applied at 300 lbs. /sq. (14.6 kgs. /m2) adhered with hot asphalt or PermaMop modified roofing asphalt applied at 60 lbs. /sq. (2.9 kgs. /mt) Class A at 1W' 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 (0.4 1/m2/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 lbsJsq. (0.9 -1.4 kgs. /m2). 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, Hex Head #12, #14, Iron -Lok, Strap Toggle, CD -10 or Fluted Nail with Standard or G -2 plate; Olympic Standard or Olympic Heavy Duty with LGP. 2) Tru -Fast TP, DP, Ultra S.S., HD, DL, CF, CF Tap Grip 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 insulation /fastener tables. Manufacturers specification numbers: 3GIC, 4GIC, 5GIC, 301G, 4GIG, 5010, 3GIS (hot asphalt surfacing only), 4GIS (hot asphalt surfacing only). 3, 4 or 5 (5 ply BUR system only approved over concrete decks) ply BUR roof covers are constructed as in Construction #1. Base sheet may be adhered with 12 in. (305 mm) dia. spots 24 in. (610 mm) o.c. Meets Class 1- 60/1 -90 per insulation /fastener table. Class A at 1i4" 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 1i4" in 12" (125 mm /m) slope Class B at 3" in 12" (250 mm /m) slope si13 -52 ECEWED MAY 162011 5/13/2011 steakhouse - Google Maps G6ogle maps REVIEWED FOR CODE COMPLIANCE A PPPMED MAY 23 2011 To see all the details that are visible on the screen, use the "Print" link next to the map. ECE1 ED 16 201 CEN maps.google.com/maps?h1=en&sugexp... 1/2 5/13/2011 Googie maps $ 175th St 50t§ 0 S 178th St 8 179th St ra ctl a, cP A us S 182nd St steakhouse - Google Maps To see all the details that are visible on the screen, use the "Print" link next to the map. I .17104 C4-sciot-0 Avt) --FortuicA_t Look_ th Pi . . Upland Dr Midland DI TrIland Dr 8 1130111 St 6- r 0 -13 w m Costco Dr 6 0 8 1801h St REVIEWED FOR c UODE COMPLIASCv '. APPP"VED MAY 23 2'11 City of Tu BUILDIN minim "gicEivEr MAY 1 6 2011 cf P TIMMER X 5 190th St mvelmea. 69 rob h co 0 S Glacier St to 0 g g a g •c 0 a Z tr c no fp maps.google.com/maps?h1=en&sugexp... S 194th St 1 S 190th St S 186th S 194th St 5 193rd PI 41 S 1941h P1 S 196Ih St S 196th St S 1S3 0 1/2 1? REVIEWED FOR CODE COMPLIANCE . A PDPIWED MAY 23 21111 City of Tukwila BUILDINS nnncinro ECE' VED MAY 16 2011 CFWT SEPARATE PERMIT REQUIRED FOR: Mechanical IYEIectrical CEumbing ` e as Piping / of Tukwila Li ''= z DIVISION II II II II I REVISIONS No changes shell be made to the scope of t ;'ork without prior. a Thk 1►1a approval of Building Division. [ 3VISiOfs will require a 4; «� ma ; q new plan submittal y I � ,^ude additional plan review fees. 0 0 Is] I s J 1) IN- 13.5 HVAC" UNIT 0 VENT SWAMP COOLER EXHAUST FAN +I{I+ ANTENNA SATELLITE DISH ROOF HATCH 0 ROOF DRAIN = SCUPPER FILE P'Y Permit No., bl 1 34r. PI "" rt'view approval is subject to errors and omissions. t, Qt cc traction documents does not authorize 1,t : ..Jrzion •o Ertty adopted code or ordinance. Receipt 0' approved v ela Cry ... ' •,;0 , •It,., is acknowledged: BYD City Of BUILDING DIVISION CCODE FOR F E COMPLIANG • APDP,WED MAY 232011 +Ci I ty of Tukwila BUILDIN nivi<SI(IN RECEIVED MAY 162011 PERMIT CENTEF 18404 CASCADE AVE. S. (CASCADE A) 2011 ROOF REPLACEMENT 3303 HARBOR BLVD. SUITE - 013 WESTCDAST COSTA MESA, CA 92626 PH. 114 -545 -1663 FL 714- 545 -7664 ROOF CONSULTING CB RICHARD ELLIS TUKWILA, WA SOUTHCENTER SOUTH INDUSTRIAL PARK TUKWILA, WA FILE NAME - RS 18404 AREA - DATE- 01/24/11 DRWM BY - Jv • • PERMIT PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -135 DATE: 05 -16 -11 PROJECT NAME: BVK KENT INDUSTRIAL SITE ADDRESS: 18404 CASCADE AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: EmiCH 4dingion Sir At/Prevention Public Works Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 05-17 -11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06-14 -11 Approved n Approved with Conditions L Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28-02 Contractors or Tradespeople • it 0 Washington State Department of Labor & Industries Contractors or Tradespeople Detail Return to List > Start a New Search > Eli Printer friendly Verify Workers' Comp Premium Status Check for Dept. of Revenue Account Page 1 of 2 About 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 COMMERCIAL INDSTRL ROOFING INC Phone No. (425) 423 -0900 Address 3601 121St Street Sw Suite /Apt. City Lynnwood State WA Zlp 98087 County Snohomish Business Type Corporation Parent Company UBI No. 1.4 600346392 Status j� Active License No. COMMEI•205.11 License Type Construction Contractor Effective Date 4/11/1980 Expiration Date 5/16/2013 Suspend Date Specialty 1 A) General Specialty 2 Unused • Business Owner Information ® Hide All Name Role Effective Date Expiration Date DUGAN JR, WILLIAM L DUGAN, CHRISTINA D e Bond Information ' Vice President President 04/11/1980 04/11/1980 04/28/2011 Bond Bond Company Bond Account Effective Expiration Cancel Impaired Bond Received Name Number Date Date Date Date Amount Date GREAT Until 0404872 04/11/2002 7 AMERICAN Cancelled e Assignment of Savings Information No records found for the previous 6 year period e Insurance Information Ni) $12,000.00 05/02/2002 https: // fortress .wa.gov /lni/bbip/Result.aspx 05/26/2011