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HomeMy WebLinkAboutPermit D08-255 - KITCHEN ACADEMY - ROOFKITCHEN ACADEMY 360 CORPORATE DR N D08 -255 Parcel No.: 2623049144 Address: 360 CORPORATE DR N TUKW Suite No: Contact Person: Name: TERRY PATNODE Address: 25924 78 AV S , KENT WA 98032 Phone: 253 852 -4974 Contractor: Name: FIELDS ROOF SERVICE INC Address: 25924 78 AV S , KENT, WA 98032 Phone: 253 -852 -4974 Contractor License No: FIELDRS262L1 DESCRIPTION OF WORK: INSTALL TPO ROOF SYSTEM OVER EXISTING ROOF Value of Construction: Type of Fire Protection: Type of Construction: Cit f Tukwila Tenant: Name: KITCHEN ACADEMY Address: 360 CORPORATE DR N , TUKWILA WA Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Owner: Name: SOUTHCENTER CORPORATE SQUAR Address: 150 CALIFORNIA ST , SAN FRANCISCO CA 94111 Phone: $72,628.00 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D08 -255 Issue Date: 05/19/2008 Permit Expires On: 11/15/2008 Expiration Date: 09/25/2009 Fees Collected: $1,710.60 International Building Code Edition: 2006 Occupancy per IBC: doc: IBC -10/06 008 -255 Printed: 05-19 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City fTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D08 -255 Issue Date: 05/19/2008 Permit Expires On: 11/15/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Thee: 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: nj I hereby certify that I have read and = ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or e of work. I am authorized to sign and obtain this development • ermit. Signature: P Lt a�. L 1 • Date: Print Name: V - US-' 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. doc: IBC -10/06 D08 -255 Printed: 05-19 -2008 Parcel No.: 2623049144 Address: Suite No: Tenant: doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http : / /www.ci.tukwila.wa.us 360 CORPORATE DR N TUKW KITCHEN ACADEMY 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS * *continued on next page ** Permit Number: Status: Applied Date: Issue Date: D08 -255 ISSUED 05/02/2008 05/19/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: Prior to final inspection a written statement from the roofing contractor shall be required. The statement shall confirm the fire classification of the roof assembly that was installed. 7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 10: 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'hikwila 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. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. D08 -255 Printed: 05-19 -2008 oPN City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. r Date: doc: Cond -10/06 D08 -255 Printed: 05-19 -2008 Tenant Name: Name: Mailing Address: E -Mail Address: Contact Person: E -Mail Address: Contact Person: E -Mail Address: CITY OF TUKWIL Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: ■4:6 C -Aesr/t e Dr, /(/ K 4c den ii y Property Owners Name: TLn.0 37..„ c i, 1-1- Mailing Address: "401 1 /,. Y Q:\Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Public Works Per King Co Assessor's Tax No.: (For o ce use only) Building Pernii t No. Mechanical Permit N o. Plumbing /Gas Permit No. Number: /d Floor: New Tenant: [y' Yes ..No ( t <dfr.fkine) Dto - 930 -745 7 City State CONTACT PERSON - who do we contact when your permit be issued Day Telephone: S . 'i yCitty State Zip (L Number: , �/j� . Ltqtlis Company Name: „ , 1 ( l �F- rs C - ' - 2✓ 3. La DLO • Mailing Address: ' 5 9-CJ ' Me S Zip y.eV\ \NJ\ 10 432 T.-011(4, 4 �p Zip Contact Person: 0 Ye Ati 141._ Day Telephone: (2. 3 . 0 - iii--4-4 E -Mail Address: - t"-Q,� f li✓tdSro iLe L esyM Fax Number: 2.93 - � � j 2 . 461 ( l c / Contractor Registration Number: F9 L.)1 24p2-LI City State Expiration Date: ARCHITECT OF'REC ails itiust be rvet stamped by Company Name: Mailing Address: City Day Telephone: Fax Number: State Zip 'ENGINEER OF RECORD Ali plans ntu`st be het stamped by Engineer n Company Name: Mailing Address: City Day Telephone: Fax Number: State Zip Page 1 of 6 BUILDING PERMIT INFORNTION - 206- 431 -3670 Valuation of Project (contractor's bid price): $ 3 Z , (L 1 OD Existing Building Valuation: $ Scope of Work (please provide detailed information): 109f Tr Q 1 "1 ' 1 S-j -exit St) Y1 Will there be new rack storage? ❑.... Yes Provide All Building Areas in Square Footage Below 1 Floor Floor 3' Floor Floors thru Basement Accessory Structure *! Attached Garag Detached Garage Attached Carp rt Detached Cap of Deck Cover Uncovered eck Existing ;' Interior Remodel Addition to Existing Structure Type of Construction per IBC Type of Occupancy Per IBC 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: ❑ .. No If yes, a separate permit and plan submittal will be required. 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. Q:\Applications\Forms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and /or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PIPIN( ERMIT INFORMATION - 206 -43/ S70 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:Wpplicationaorms- Applications On Line 3 -2006 - Permit Application.doc Revised' 9 -2006 bh City State Zip Sewer: Page 5 of 6 Date Application Accepted: ANN PERMIT APPLICATION NOTE — 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 PERJU Y BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature: J � ���,� Date: 511 Jt4 a Print Name: Mailing Address: city Date Application Expires: 410-IA Q:Wpplications\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh Day Telephone: 2 6,6& 3,6'10 State Staff Initials: i Zip Page 6 of 6 Receipt No.: R08 -01457 Payee: FIELDS ROOF SERVICE, INC. ACCOUNT ITEM LIST: Description doc: Receiot -06 BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http : / /www.ci.tukwila.wa.us Parcel No.: 2623049144 Permit Number: D08 -255 Address: 360 CORPORATE DR N TUKW Status: PENDING Suite No: Applied Date: 05/02/2008 Applicant: KITCHEN ACADEMY Issue Date: Initials: JEM Payment Date: 05/02/2008 09:54 AM User ID: 1165 Balance: $0.00 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 80532 1,710.60 Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT 1,034.00 672.10 4.50 Total: $1,710.60 Payment Amount: $1,710.60 1937 05/02 9710 TOTAL 1710.60 Printed: 05 -02 -2008 Pr ect: +' � l�r Type of Ins ect'on: Yp p , 1, n. / .'I Address: _.--- — Date Called: Special Instructions: Date Wanted: •7 -3(' .m. p.m. Requester: Phone No: CITY OF TUKWILA BUILDING DIVISION INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. A'"• 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: celk Insp cto' r: Date: P` A / 3 .... Ej $58.00 REINSPECTION FEE QUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blv . Suite 100. Call the schedule reinspection. Receipt No.: IDate: Project: A Type of Inspection: g-'3,\ A ddre / ] (0Q ( -° ?J�' fl • , 1Ji Date Called: Special Instructions: / Date Wanted: 7-3/ -4r a.m. p.m. Requester: Phone No: r 006 - z5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Y 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: $58.00 REINSPECTION FE = REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter B vd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: : - •- .�+►.' . -ate � , x:+ • sr"'" _.+►• . •ate • "t.'rA- ev4.4.44.1' de•• -n..rs �.e&+!� -.. --- BTL ENGINFFRING TRANSMITTAL Date: May 1, 2008 To: HSW Kitchen Academy 360 Corporate Dr. N. Tukwila, WA 98188 Attn: Mike Croger From: Richard Hawksworth Project: Kitchen Academy, Tukwila Dear Mike, The existing roof framing is adequate to support the addition of the proposed new roofing materials consisting of 4" of insulated foam and a membrane. Give me a call if you have any questions or comments. Sincerely, Richard Hawksworth. BTL Engineering FILE OPY Perri* No. P • 1.66 Plar review approval is eject to errors and omissions. Approval of construction documents does not autirorze the violation of any adopted code or orb. Receipt of approved Fl _ :.f. moons is acknowledged: City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. Pages: One 17924 — 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: (425) 814 -8448 Fax: (425) 821 -2120 REVIEWED FOR . ()DE COMPLIANCE APPROVE) MAY 1 5 2q iB Of Tukwila BU .;p ING DIVISION RECEIVED CITY OF TUKWIC A MAY 0 2 2908 PERMIT CENTER Vit 11•02001' SUBMITTED TO: JOB SITE Howard S. Wright Construction Company 501 Eastlake Ave, Suite 100 Seattle, WA 98124 -2264 Jane Louie / Mike Croger 206 - 251 -5540 360 Corporate Drive North (Bldg Tukwila, WA 10) 25924 Main Office 253 - 852 -4974 Terry Patnode Fields Roof Service, Inc. Proposal # govo 78 Ave. So. • Kent, Washington 98032 • Fax (253) 852 -4999 Seattle Tacoma Bellevue Everett Bremerton Olympia 206 -367 -2564 253 - 952 -3744 425 -644 -7128 425 -355 -1506 360 -479 -0650 360 -754 -4099 Roofing Proposal and Sales Agreement N March 27, 2008 FIRESTONE .045 MIL MECHANICALLY ATTACHED ROOF SYSTEM Work scope: • Prepare existing roof surface prior to installation of new roof system. This includes cutting vent holes in the existing roof membrane. • Remove existing perimeter coping and save for reuse. • Supply and install (2 layers) of 2" rigid insulation (Poly -Iso) over the existing roofing. (mechanically fastened) This will provide an R -24 rating. • Supply and install a .045 mil Firestone TPO roof system over the newly installed insulation. (mechanically fastened) • Perimeter wall roofing to extend up and over existing parapet walls. • ` Detail all penetrations per manufactures requirements. • Re- install perimeter coping sealing all joints. • Supply and install protective walkways as required by the manufacturer. • Remove all related roofing debris from jobsite. Price = $ 72,628.00 + tax Fields Roof Service 2 year guarantee on workmanship Manufacturers 15 year warranty Option for .060 mil TPO membrane to include a 20 year manufacturer warranty, (Add $ 2,375.00 + tax) Option for new 24 -gauge perimeter coping, (Add $ 2,490.00 + tax) Note: The above pricing and work scope is contingent upon acceptance from the City of Tukwila to install the new roof system over the existing roofing. (Permit fees not included in price) (PRICES SUBJECT TO CHANGE AFTER 30 DAYS) CONDITIONS OF SALE: It is mutually agreed between buyer and seller that the information listed herein represents an order to purchase the described products and services. Acceptance of this order by FIELDS ROOF SERVICE, INC. shall complete this Agreement. No verbal statements or other agreements shall change any part of this contract. Title to the described products will pass to buyer after products are installed at the address shown on this contract or delivered to buyer for self use. Each person signing this contract signs as a principal on behalf of the named parties and himself, personally. This order is payable when FIELDS ROOF SERVICE, INC. determines that the installation or product shipment has been completed. Should the work be in progress more than thirty (30) days, a statement shall be mailed monthly for work completed to date. Buyer agrees to make payment within fifteen (15) days of each invoice. After thirty (30) days from the invoice date, the account becomes past due and is subject to 1 -12% interest per month, plus any reasonable fees necessary to collect the past due amount. Any legal actions that may arise shall be processed in King County. All payments shall be made to FIELDS ROOF SERVICE, INC., 25924 78'" Ave S, Kent, WA 98032. In addition, we hereby disclaim any and all responsibility for damage to persons or property arising from or relating to the presence of moisture in the building prior to the execution of this contract, since any moisture that previously entered the building may result in mold growth. Therefore, in consideration for execution of this contract, the property owner or represented agent hereby waives any and all claims against FIELDS ROOF SERVICE, INC. for mold, mildew, standing water or moisture penetration. The property owner or represented agent hereby agrees to: 1) release us from any and all claims Owner and Owner's (a) family members, (b) employees, (c) tenants or (d) any other building occupants may have as a result of such mold growth and 2) to defend, indemnify and hold us harmless from any and all penalties, actions, liabilities, costs, expenses and damages arising from or relating to the presence of mold in Owner's building. FIELDS ROOF SERVICE, INC. will not assume any responsibility or liability for damage to its roofing system, th tructure, or contents they cover resulting from manufacturer defect, Improper ventilation, mold, Improper building construction, roof misuse or abuse, fire, wind, terroris or acts of Cyd Contractor Reg. No. FIELDRS262L1 (3/31/03) Property Owner or Represented Agent Approval Date Fields hoof Service, In Salesman Approval Plus sales tax and permit fees, if required. Prices subject to change after 30 days. 7)/ 2, 74,i3 Date tr rr 4D 9 00 00 4B 4B 0 01 tk Since 1957 FIELIJS ROOF SERVICE. /NC. 25924 - 78 Ave. So. • Kent, Washington 98032 • Office (253) 852 -4974 • Fax (253) 852 -4999 May 1, 2008 KITCHEN ACADEMY 360 Corporate Drive North (Bldg 10) Tukwila, WA Note: The above shows the existing layers currently on the roof deck. Terry Patnode Fields Roof Service Inc. (EXISTING ROOF) existing rubber membrane over insulation half -inch insulation board over built up roofing existing built up roofing over plywood decking (Plywood decking) In Business Since 1957 Over 40 Years of Continuous Service Contractor Reg. No. FI-EL-DR-S262L1 PART 1 GENERAL 1.01 SUMMARY 1.02 REFERENCES SECTION 07500 MEMBRANE ROOFING A. Furnish and install elastomeric sheet roofing system, including: 1. Roofing manufacturer's requirements for the specified warranty. 2. Preparation of roofing substrates. 3. Wood nailers for roofing attachment. 4. Insulation. 5. Flashings. 6. Other roofing - related items specified or indicated on the drawings or otherwise necessary to provide a complete weatherproof roofing system. B. Disposal of demolition debris and construction waste is the responsibility of Fields Roof Service, Inc.. Perform disposal in manner complying with all applicable federal, state, and local regulations. C. Comply with the published recommendations and instructions of the roofing membrane manufacturer, at http: / /manual.fsbp.com. D. Commencement of work by the Contractor shall constitute acknowledgement by the Contractor that this specification can be satisfactorily executed, under the project conditions and with all necessary prerequisites for warranty acceptance by roofing membrane manufacturer. No modification of the Contract Sum will be made for failure to adequately examine the Contract Documents or the project conditions. A. Referenced Standards: These standards form part of this specification only to the extent they are referenced as specification requirements. B. ASTM C 1289 - Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board; 2004. C. ASTM C 1549 - Standard Test Method for Determination of Solar Reflectance Near Ambient Temperature Using a Portable Solar Reflectometer, 2004. D. ASTM D 638 - Standard Test Method for Tensile Properties of Plastics; 2003. E. ASTM D 1004 - Standard Test Method for Initial Tear Resistance of Plastic Film and Sheeting; 2003. F. ASTM D 1079 - Standard Terminology Relating to Roofing, Waterproofing, and Bituminous Materials; 2005a. G. ASTM D 6878 - Standard Specification for Thermoplastic Polyolefin Based Sheet Roofing; 2003. H. ASTM E 84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2005. I. CAN- ULC -S770 - Standard Test Method Determination of L -Term Thermal Resistance Of Closed -Cell Thermal Insulating Foams; 2003. J. FM 1 -28 - Design Wind Loads; Factory Mutual System; 2002. K. FM 1 -29 - Roof Deck Securement and Above Deck Roof Components; Factory Mutual System; 2005. L. FM 4470 - Approval Standard - Class I Roof Covers; 1986. PXX / Howard S Wright job 07500 - 1 MEMBRANE ROOFING 1.03 DEFINITIONS A. Roofing Terminology: Refer to ASTM D 1079 for definition of terms related to roofing work not otherwise defined in the section, B. LTTR: Long Temi Thermal Resistance, as defined by CAN -ULC S770. 1.04 SUBMITTALS A. Product Data: 1. Provide membrane manufacturer's printed data sufficient to show that all components of roofing system, including insulation and fasteners, comply with the specified requirements and with the membrane manufacturer's requirements 9nd recommendations for the system type specified; include data for each product used in conjunction with roofing membrane. 2. Where UL or FM requirements are specified, provide documentation that shows that the roofing system to be installed is UL- Classified or FM- approved, as applicable; include data itemizing the components of the classified or approved system. B. Samples: Submit samples of each product to be used. C. Executed Warranty. 1.05 QUALITY ASSURANCE A. Applicator Qualifications: Roofing installer shall have the following: 1. Current Firestone Red Shield Licensed Contractor status. 2. At least five years experience in installing specified system. B. Pre - Installation Conference: Before start of roofing work, Fields Roof Service, Inc. shall hold a meeting to discuss the proper installation of materials and requirements to achieve the warranty. 1. Require attendance with all parties directly influencing the quality of roofing work or affected by the performance of roofing work. 2. Notify Architect well in advance of meeting. 1.06 DELIVERY, STORAGE AND HANDLING A. Deliver products in manufacturer's original containers, dry and undamaged, with seals and labels intact and legible. B. Store materials clear of ground and moisture with weather protective covering. C. Keep combustible materials away from ignition sources. 1.07 WARRANTY A. Comply with all warranty procedures required by manufacturer, including notifications, scheduling, and inspections. B. Warranty: Firestone 15 year Red Shield Limited Warranty covering membrane, roof insulation, and membrane accessories. 1. Limit of Liability: No dollar limitation. 2. Scope of Coverage: Repair Teaks in the roofing system caused by: a. Ordinary wear and tear of the elements. b. Manufacturing defect in Firestone brand materials. c. Defective workmanship used to install these materials. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Acceptable Manufacturer - Roofing System: Firestone Building Products Co., Carmel, IN. www.firestonebpco.com. B. Manufacturer of Insulation and Cover Boards: Same manufacturer as roof membrane. PXX / Howard S Wright job 07500 - 2 MEMBRANE ROOFING 2.02 ROOFING SYSTEM DESCRIPTION A. Roofing System: 1 Membrane: Thermoplastic olefin (TPO). 2. Thickness: As specified elsewhere. 3. Comply with applicable local building code requirements. Insulation: 1. Total R Value: 25, minimum. 2. Maximum Thickness: 4 inches. 3. Base Layer: Polyisocyanurate foam board, non - composite. C. Crickets: Tapered insulation of same type as specified for tip layer; slope as indicated. 2.03 TPO MEMBRANE MATERIALS A. Membrane: Flexible, heat weldable sheet composed of thermoplastic polyolefin polymer and ethylene propylene rubber; complying with ASTM D 6878, with polyester weft inserted reinforcement and the following additional characteristics: 1. Thickness: 0.045 inch plus/minus 10 percent, with coating thickness over reinforcement of 0.018 inch plus/minus 10 percent. 2. Puncture Resistance: 265 Ibf, minimum, when tested in accordance FTM 101C Method 2031. 3. Solar Reflectance: 0.79, minimum, when tested in accordance with ASTM C 1549. 4. Color: White. 5. Acceptable Product: ULTRAPLY TPO by Firestone. B. Membrane Fasteners: Type and size as required by roof membrane manufacturer for roofing system and warranty to be provided; use only fasteners furnished by roof membrane manufacturer. C. Curb and Parapet Flashing: Same material as membrane, with encapsulated edge which eliminates need for seam sealing the flashing -to -roof splice; precut to 18 inches wide. D. Formable Flashing: Non - reinforced, flexible, heat weldable sheet, composed of thermoplastic polyolefin polymer and ethylene propylene rubber. 1. Thickness: 0.060 inch plus/minus 10 percent. 2. Tensile Strength: 1550 psi, minimum, when tested in accordance with ASTM D 638 after heat aging. 3. Elongation at Break: 650 percent, minimum, when tested in accordance with ASTM D 638 after heat aging. 4. Tearing Strength: 12 Ibf, minimum, when tested in accordance with ASTM D 1004 after heat aging. 5. Color: White. 6. Acceptable Product: ULTRAPLY TPO Flashing by Firestone. E. Tape Flashing: 5 -1/2 inch nominal wide TPO membrane laminated to cured rubber polymer seaming tape, overall thickness 0.065 inch nominal; TPO QuickSeam Flashing by Firestone. F. Pourable Sealer: Two -part polyurethane, two -color for reliable mixing; Pourable Sealer by Firestone. PXX / Howard S Wright job 07500 - 3 MEMBRANE ROOFING G. Seam Plates: Steel with barbs and Galvalume coating; corrosion- resistance complying with FM 4470. H. Termination Bars: Aluminum bars with integral caulk ledge; 1.3 inches wide by 0.10 inch thick; Firestone Termination Bar by Firestone. I. Cut Edge Sealant: Synthetic rubber- based, for use where membrane reinforcement is exposed; UltraPly TPO Cut Edge Sealant by Firestone. J. General Purpose Sealant EPDM - based, one part, white genera] purpose sealant; UltraPly TPO General Purpose Sealant by Firestone. i K. Molded Flashing Accessories: Unreinforced TPO membrane pre - molded to suit a variety of flashing details, including pipe boots, inside corners, outside corners, etc.; UltraPly TPO Small and Large Pipe Flashing by Firestone. 2.04 ROOF INSULATION AND COVER BOARDS A. Polyisocyanurate Board Insulation: Closed cell polyisocyanurate foam with black glass reinforced mat laminated to faces, complying with ASTM C 1289 Type! Class 1, with the following additional characteristics: 1. Thickness: As indicated elsewhere. 2. Size: 48 inches by 96 inches, nominal. a. Exception: Insulation to be attached using adhesive or asphalt may be no larger than 48 inches by 48 inches, nominal. 3 R -Value (LTTR): a. 4.0 inch Thickness: 25.0, minimum. 4. Compressive Strength: 20 psi when tested in accordance with ASTM C 1289. 5. Ozone Depletion Potential: Zero; made without CFC or HCFC blowing agents. 6. Recycled Content: 19 percent post- consumer and 15 percent post- industrial, average. PART 3 INSTALLATION 3.01 GENERAL A. Install roofing, insulation, fleshings, and accessories in accordance with roofing manufacturer's published instructions and recommendations for the specified roofing system. Where manufacturer provides no instructions or recommendations, follow good roofing practices and industry standards. Comply with federal, state, and local regulations. Obtain all relevant instructions and maintain copies at project site for duration of installation period. C. Do not start work until Pre - Installation Notice has been submitted to manufacturer as notification that this project requires a manufacturer's warranty. D. Perform work using competent and properly equipped personnel. E. Temporary closures, which ensure that moisture does not damage any completed section of the new roofing system, are the responsibility of the applicator. Completion of flashings, terminations, and temporary closures shall be completed as required to provide a watertight condition. F. Install roofing membrane only when surfaces are clean, dry, smooth and free of snow or ice; do not apply roofing membrane during inclement weather or when ambient conditions will not allow proper application; consult manufacturer for recommended procedures during cold weather. Do not work with sealants and adhesives when material temperature is outside the range of 60 to 80 degrees F. B. PXX / Howard S Wright job 07500 - 4 MEMBRANE ROOFING G. Protect adjacent construction, property, vehicles, and persons from damage related to roofing work; repair or restore damage caused by roofing work. 1. Protect from spills and overspray from bitumen, adhesives, sealants and coatings. 2. Particularly protect metal, glass, plastic, and painted surfaces from bitumen, adhesives, and sealants within the range of wind -borne overspray. 3. Protect finished areas of the roofing system from roofing related work traffic and traffic by other trades. H. Until ready for use, keep materials in their original containers as I„pbeled by the manufacturer. I. Consult membrane manufacturer's instructions, container labels, and Material Safety Data Sheets (MSDS) for specific safety instructions. Keep all adhesives, sealants, primers and cleaning materials away from all sources of ignition. 3.02 EXAMINATION A. Examine roof deck to determine that it is sufficiently rigid to support installers and their mechanical equipment and that deflection will no strain or rupture roof components or deform deck. B. Verify that surfaces and site conditions are ready to receive work. Correct defects in the substrate before commencing with roofing work. C. Examine roof substrate to verify that it is properly sloped to drains. D. Verify that the specifications and drawing details are workable and not in conflict with the roofing manufacturer's recommendations and instructions; start of work constitutes acceptable of project conditions and requirements. 3.03 PREPARATION A. Take appropriate measures to ensure that fumes from adhesive solvents are not drawn into the building through air intakes. B. Prior to proceeding, prepare roof surface so that it is clean, dry, and smooth, and free of sharp edges, fins, roughened surfaces, loose or foreign materials, oil, grease and other materials that may damage the membrane. C. Fill all surface voids in the immediate substrate that are greater than 1/4 inch wide with fill material acceptable insulation to membrane manufacturer. D. Seal, grout, or tape deck joints, where needed, to prevent bitumen seepage into building. 3.04 INSULATION AND COVER BOARD INSTALLATION A. Install insulation in configuration and with attachment method(s) specified in PART 2, under Roofing System. B. Install only as much insulation as can be covered with the completed roofing system before the end of the day's work or before the onset of inclement weather. C. Lay roof insulation in courses parallel to roof edges. D. Neatly and tightly fit insulation to all penetrations, projections, and nailers, with gaps not greater than 1/4 inch. Fill gaps greater than 1/4 inch with acceptable insulation. Do not leave the roofing membrane unsupported over a space greater than 1/4 inch. 3.05 ELASTOMERIC MEMBRANE INSTALLATION A. Beginning at low point of roof, place membrane without stretching over substrate and allow to relax at least 30 minutes before attachment or splicing; in colder weather allow for longer relax time. PXX / Howard S Wright job 07500 - 5 MEMBRANE ROOFING B. Lay out the membrane pieces so that field and flashing splices are installed to shed water. C. Install membrane without wrinkles and without gaps or fishmouths in seams; bond and test seams and laps in accordance with membrane manufacturer's instructions and details. D. Edge Securement: Secure membrane at all locations where membrane terminates or goes through an angle change greater than 2 in 12 inches using mechanically fastened reinforced perimeter fastening strips, plates, or metal edging as indicated or as recommended by roofing manufacturer. 1. Exceptions: Round pipe penetrations Tess than 18 inches in diameter and square penetrations less than 4 inches square. 3.06 FLASHING AND ACCESSORIES INSTALLATION PXX / Howard S Wright job END OF SECTION A. Install flashings, including laps, splices, joints, bonding, adhesion, and attachment, as required by membrane manufacturer's recommendations and details. 3.07 FINISHING AND WALKWAY INSTALLATION A. Install walkways at access points to the roof, around rooftop equipment that may require maintenance, and where indicated on the drawings. 3.08 FIELD QUALITY CONTROL A. Inspection by Manufacturer: Provide final inspection of the roofing system by a Technical Representative employed by roofing system manufacturer specifically to inspect installation for warranty purposes (i.e. not a sales person). B. Perform all corrections necessary for issuance of warranty. 3.09 CLEANING A. Clean all contaminants generated by roofing work from building and surrounding areas, including bitumen, adhesives, sealants, and coatings. B. Repair or replace building components and finished surfaces damaged or defaced due to the work of this section; comply with recommendations of manufacturers of components and surfaces. C. Remove leftover materials, trash, debris, equipment from project site and surrounding areas. 3.10 PROTECTION A. Where construction traffic must continue over finished roof membrane, provide durable protection and replace or repair damaged roofing to original condition. 07500 - 6 MEMBRANE ROOFING Admin /Ops Ext Gary G 206 - 730 -8498 208 Patty F 206 - 817 -4682 211 Josh T 253 - 350 -9887 205 Adine L 253 - 651 -4441 210 Kevin B 253 - 261 -3575 216 Jenel K 206 - 999 -5491 202 Dan Easley 253 - 320 -5429 Admin Phone (next to Jenel) 200 Conference Room Phone 218 Sales Dale G 253 - 261 -0092 220 Joel S 253 - 606 -9636 209 Michael M 253 - 334 -8959 215 Sean P 253 - 797 -1867 206 Terry P 253 - 606 -3840 221 Bill W (TRC) 253- 797 -8040 214 Randy P 253 - 320 -5430 222 Jason F 253 - 797 -7726 203 Crew Juan M 206 - 817 -5735 Scott Landon 253 - 797 -8041 WKCREW 01 (Jed) 253 - 797 -8042 WKCREW 02 (Martin) 253 - 797 -2384 WKCREW 03 (Randall) 253- 797 -8044 WKCREW 04 (Richard, TRC) 253 - 797 -8045 WKCREW 05 253- 797 -8046 WKCREW 06 (Larry) 253 - 797 -8047 WKCREW 07 (Antonio) 253 - 797 -8048 WKCREW 08 (Doug) 206 - 396 -0045 WKCREW 09 (Ron) 253 - 797 -8050 WKCREW 10 (Gabe) 253 - 797 -8051 WKCREW 11 253 - 797 -8043 Admin /Ops Ext Gary G 206- 730 -8498 208 Patty F 206 - 817 -4682 211 Josh T 253 - 350 -9887 205 Adine L 253 - 651 -4441 210 Kevin B 253 - 261 -3575 216 Jenel K 206 - 999 -5491 202 Dan Easley 253 - 320 -5429 Admin Phone (next to Jenel) 200 Conference Room Phone 218 Sales Dale G 253 - 261 -0092 220 Joel S 253- 606 -9636 209 Michael M 253 - 334 -8959 215 Sean P 253 - 797 -1867 206 Terry P 253 - 606 -3840 221 Bill W (TRC) 253 - 797 -8040 214 Randy P 253- 320 -5430 222 Jason F 253 - 797 -7726 203 Crew Juan M 206 - 817 -5735 Scott Landon 253 - 797 -8041 WKCREW 01 (Jed) 253- 797 -8042 WKCREW 02 (Martin) 253 - 797 -2384 WKCREW 03 (Randall) 253 - 797 -8044 WKCREW 04 (Donny) 253 - 797 -8045 WKCREW 05 253 -797 -8046 WKCREW 06 (Larry) 253 - 797 -8047 WKCREW 07 (Antonio) 253 - 797 -8048 WKCREW 08 (Doug) 206 - 396 -0045 WKCREW 09 (Ron) 253 - 797 -8050 WKCREW 10 (Gabe) 253 - 797 -8051 WKCREW 11 253- 797 -8043 BTL 1 NCINFERING May 12, 2008 Julian Morales Valerio Dewalt Train Associates Inc. 500 North Dearborn Chicago, IL 60610 RE: Kitchen Academy — 360 Corporate Drive Development Permit Application D08 -255 Dear Julian, This letter is to confirm that the existing roof framing is adequate to support the new roof membrane. The original analysis of the roof framing and subsequent design of roof strengthening members considered a uniform dead load of 12 psf of which 2 psf was designated "miscellaneous load" which the new roof membrane falls under. Based on my familiarity with the building this appears to be an accurate account of the roof dead load. The 4" of foam and membrane weigh between 1 to 1.25 psf which does not exceed the designed dead load of the roof. If there is anything else, please feel free to call me at 425 - 814 -8448 or email at Eric.Dann @btleng.net. Sincerely, Eric A. Dann. P.E., S.E EXPIRES 0123-08 INCOMPLETE rR# 1 Mpg - zsg 17924 - 140th Avenue, Suite 220 Woodinville, WA 98072 -4315 Phone: (425) 814 -8448 Fax: (425) 821 -2120 REVIEWED FOR ODE COMPLIANCE PPROVE MAY 1 5 ?1fB Of Tukwila RECEIVED MAY 142008 PERMIT CENTER t May 6, 2008 Terry Patnode 25924 — 78 Avenue S Kent, WA 98032 RE: Letter of Incomplete Application it 1 Development Permit Application D08 -255 Kitchen Academy — 360 Corporate Drive N Dear Mr. Patnode, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on May 2, 2008 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Brenda Holt Permit Coordinator Enclosures File: D08 -255 City of Tukwila 44 P:\Permit Center\Incomplete Letters\2008\D08 -255 Incomplete Ltr #1.DOC jem Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Determination of Completeness Memo Date: May 6, 2008 Project Name: Kitchen Academy Permit #: D08 -255 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Documents or letters produced by an engineer, in this case BTL Engineering, shall be wet stamped and signed by the engineer. Provide a letter signed and wet stamped by the engineer. In addition, documents by the engineer shall include the calculations or method of investigation used by the engineer to determine the roof framing is adequate to support the additional roof membrane system. Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. ACTIVITY NUMBER: D08 -255 PROJECT NAME: KITCHEN ACADEMY SITE ADDRESS: 360 CORPORATE DR N Original Plan Submittal Response to Correction Letter # DATE: 05 -13 -08 X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS: ��,� , on B � In g ©'vision AI Complete Public Works Please Route Documents /routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP TUES/THURS R UTING: APPROVALS OR CORRECTIONS: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required n Planning Division n Permit Coordinator DUE DATE: 05-15-08 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 06 -12 -08 Approved 1 Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: City of Tukwila 1 REVISION SUBMITTAL 1 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the retail, fax, etc. Date a & Response to Incomplete Letter # 1 ❑ Response to Correction Letter ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: KITCHEN ACADEMY Project Address: 360 Corporate Drive N Contact Person: Terry Patnode Phone Number: °?.53 - 7(-5-c)- Summary of Revision: 7TE/L ;7 3 7//24 Ek /s rmv /geld C, 7 V c . /vet,(/ / < Sheet Number(s): " "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1!4 Entered in Permits Plus on S - (3-/ K lapplications\torms- applications on linelrevision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 43113670 Fax: 206 -431 -3665 Web site: http : / /www.ci.tukwila.wa.us Plan Check/Permit Number: D08 -255 RECEIVED CITY OF 11 Dam MAY 113 2008 ACTIVITY NUMBER: D08 -255 PROJECT NAME: KITCHEN ACADEMY SITE ADDRESS: 360 CORPORATE DR N X Original Plan Submittal Response to Correction Letter # DATE: 05 -02 -08 Response to Incomplete Letter # Revision # After Permit Issued DEPART ENTS: RI ng ivision YL Public Works Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP gi Fire Prevention Structural Incomplete Structural Review Required DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-06-08 Permit Center Use Only INCOMPLETE LETTER MAILED: 6 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 06-03-08 Not Approved (attach comments) DATE: Planning Division Permit Coordinator Not Applicable n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License FIELDRS262L1 Licensee Name FIELDS ROOF SERVICE INC Licensee Type CONSTRUCTION CONTRACTOR UBI 600125673 Ind. Ins. Account Id PRESIDENT Business Type CORPORATION Address 1 25924 78TH AVE S Address 2 City KENT County KING State WA Zip 98032 Phone 2538524974 Status ACTIVE Specialty 1 ROOFING Specialty 2 UNUSED Effective Date 6/21/1974 Expiration Date 9/25/2009 Suspend Date Separation Date Parent Company Previous License Next License WESTCC *093BZ Associated License Business Owner Information Name Role Effective Date Expiration Date GILMER, GARY S PRESIDENT 01/01/2000 GOEMAN, DALE J PRESIDENT 01/01/2000 PATNODE, TERRY M. PRESIDENT 01/01/2000 MANDELAS, MICHAEL J SECRETARY 01/01/2000 GILMER, THOMAS A PRESIDENT 06/21/1974 12/09/2002 PEPPER, SCOTT TREASURER 06/21/1974 12/09/2002 PEAK, DUANE VICE PRESIDENT 06/21/1974 12/09/2002 Look Up a Contractor, Electrin or Plumber License Detail .� Page 1 of 3 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https:)J fortress. wa. gov /lni/bbip /printer.aspx ?License= FIELDRS262L 1 05/19/2008