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Permit D13-244 - KEYSTON BROTHERS - TENANT IMPROVEMENT
KEYSTON BROTHERS 18303 ANDOVER PK W D13-244 City ofitukwila • 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.Tukwila WA .gov Parcel No.: 3523049104 Address: 18303 ANDOVER PK W TUKW Suite No: Project Name: KEYSTON BROTHERS DEVELOPMENT PERMIT Permit Number: D13-244 Issue Date: 09/12/2013 Permit Expires On: 03/11/2014 Owner: Name: SEGALE PROPERTIES LLC Address: PO BOX 88028 , TUKWILA WA 98138 Contact Person: Name: STEVE NELSON Address: PO BOX 88028 , TUKWILA WA 98138 Contractor: Name: SEGALE PROPERTIES LLC Address: PO BOX 88028 , TUKWILA WA 98138 Contractor License No: SEGALPL902CQ Lender: Name: SELF-FUNDED BY SEGALE PROPERTIES Address: Phone: 206 575-2000 Phone: 206-575-2000 Expiration Date: 04/01/2014 DESCRIPTION OF WORK: REMOVE EXISTING BUILT-UP ROOFING AND REPLACE WITH 2 1/2" POLYISO INSULATION AND A 60 MIL SINGLE PLY ROOF MEMBRANE. Value of Construction: $239,715.00 Fees Collected: $4,462.14 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2012 Type of Construction: VB Occupancy per IBC: 0008 Electrical Service Provided by: PUGET SOUND ENERGY **continued on next page** doc: IBC -7/10 D13-244 Printed: 09-12-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 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: Size (Inches): 0 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: 6//49%3 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 presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: L-1!ir-NAr- Date: 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 D13-244 Printed: 09-12-2013 7: All plumbing and gas piping work shall bellected and approved under a separate perrt•sued by the City of Tukwila Building Department (206-431-3670). 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 9: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 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 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. doc: IBC -7/10 D13-244 Printed: 09-12-2013 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: II �� D 1 I'� (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 18303 Andover Park West Tenant Name: Keyston Brothers PROPERTY OWNER Name: Steve Nelson Name: Segale Properties LLC Address: P.O. Box 88028 Address: p.o. Box 88028 City: Tukwila State: WA City: Tukwila State: WA Zip: 98138 CONTACT PERSON — person receiving all project communication Name: Steve Nelson Address: P.O. Box 88028 Address: P.O. Box 88028 Phone: (206) 575-2000 Fax: (206) 575-1662 City: Tukwila State: WA Zip: 98138 Phone: (206) 575-2000 Fax: (206) 575-1662 Email: snelson@segaleproperties.com GENERAL CONTRACTOR INFORMATION Company Name: Segale Properties LLC Address: P.O. Box 88028 Cit': Tukwila State: WA Zip: 98138 Phone: (206) 575-2000 Fax: (206) 575-1662 Contr Reg No.: SEGALPL902CQ Exp Date: 04/01/2014 Tukwila Business License No.: BUS -0101320 H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-I l.docx Revised: August 2011 bh King Co Assessor's Tax No.: 352304-9104 Suite Number: Floor: New Tenant: ❑ Yes ..No ARCHITECT OF RECORD Company Name: Engineers Northwest Engineer Name: Dale Kaemingk Company Name: City: Seattle State: WA Zip: 98115 Phone: (206) 525-7560 Fax: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Engineers Northwest Engineer Name: Dale Kaemingk Address: 9725 Third Avenue NE, Suite 207 City: Seattle State: WA Zip: 98115 Phone: (206) 525-7560 Fax: Email: dale@engineersnw.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Self funded Address: City: State: Zip: Page 1 of 4 fBUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 239,715 Existing Building Valuation: $ 0 Describe the scope of work (please provide detailed information): Remove existing built-up roofing and replace with 2 1/2" polyiso insulation and a 60 mil single ply roof membrane. Will there be new rack storage? ❑ Yes j.. 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: Will there be a change in use? 0 Yes Compact: Handicap: El 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 0 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\201 I Applications\Permit Application Revised - 8-9- I I.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC IS Floor 74,160 V -B S, B2 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: Will there be a change in use? 0 Yes Compact: Handicap: El 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 0 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\201 I Applications\Permit Application Revised - 8-9- I I.docx Revised: August 2011 bh Page 2 of 4 Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 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 I ' ,' OR AUTH4 7DENT: Signature: Date:%/ZZ4U 4 Print Name: Steven R. Nelson Day Telephone: (206) 396-2011 Mailing Address: P.O. Box 88028 Tukwila WA 98138 H:\ Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-I1.docx Revised: August 2011 bh City State Zip Page 4 of 4 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov RECEIPT Parcel No.: 3523049104 Permit Number: D13-244 Address: 18303 ANDOVER PK W TUKW Status: PENDING Suite No: Applied Date: 07/22/2013 Applicant: KEYSTON BROTHERS Issue Date: Receipt No.: R13-02179 Initials: JEM User ID: 1165 Payment Amount: $4,462.14 Payment Date: 07/22/2013 12:03 PM Balance: $0.00 Payee: SEGAGLE PROPERTIES LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2143 4,462.14 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: $4,462.14 2,701.60 1,756.04 4.50 19G - `in,' Racaint-n( Printed: 07-22-2013 INSPECTION RECORD Retain a copy with permit 313-20 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 (206) 431-367 Project:CC S E.0 i. ' Type of Inspection: t" 1 KLA L-- (u ` c -1 / O / /:, t•5 `l� / � ion / ��s�-4gpte\frcf Addres • t 30?, Aly Dak k IDt< Date Called: J t-r'r"4-t (to i'/R;4 / Special Instructions: Date anted:/� /`- CP - 1-% .m� p.m. Requester: c 7 J Phe6 .31 ct6 ,2,0l .'✓b"u-. ElApproved per applicable codes. Corrections. required prior to approval. COMMENTS: (u ` c -1 / O / /:, t•5 `l� / � ion / ��s�-4gpte\frcf 62 t-r'r"4-t (to i'/R;4 / e !A-14✓r•i,,A1 Ll &, 0 9 .'✓b"u-. ns pectoT: �_- Date: /- , -. 11./ n R� 1SPECTION FEE REP UIRED. Prior to next inspection, fee must be pa rd at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. v. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.,.#100, Tukwila. WA 98188 � (206) 431-3670 Permit Inspection Request Line (206) 431-2451" Project: C3 E (11-E. Type2f lnspec ion: `p(c' - e Roof: - Address: 12)30 Atu kPK Date Called: Special Instructions: Date Wanted: L1= 20-13 p.m. Requester: Phone No: E.Approved per applicable codes. Corrections required prior to approval. COMMENTS: D 20_13 n R 1 SPECTION FEE REQUIRED. Prior tb next inspection, fee must be p i 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 ,p(3-21-11-7 Project ' I'S t l (Szoty r3 aCrfic25 Type -of Inspecti �n: i e -- iLe (ip6' Address: rib -3(:) Ae.}bO JF0, Pie_ Date Called: Special Instructions: Date Wanted: i 3 -- 13 Ca- p.m. Requester: Phone No: �0Co-39C,-2oI .__ 'proved per applicable codes. Corrections required prior to approval. COMMENTS: r Da RE ` S ECTION FEE:REQL IRED. Prior t4next inspection. fee must be pay,' a' 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 2/3/2014 City of Tukwila Department of Community Development STEVE NELSON PO BOX 88028 TUKWILA, WA 98138 RE: Permit No. D13-244 KEYSTON BROTHERS 18303 ANDOVER PK W Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 3/12/2014. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-431-2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 3/12/2014, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, trOAN er Marshall Technician File No: D13-244 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Commercial Roofing • Since 1975 (425) 333-4876 • Fax (425) 333-0563 1:)13,2g £t P.O. Box 1116 • Carnation, WA 98014 • Cont. #RAINBFI172QG CONTRACTOR WARRANTY Rainbow Federal, Inc. hereby warrants that we have complied with the selected materials, Manufacturer's written specifications and recommended installation practices for the job described herein. That this installation meets standard requirements, and that for a period of two (2) years from the date hereof, Rainbow Federal, Inc. shall, at our own expense, provide labor and materials to stop all leaks and/or correct any non -conforming conditions resulting from faulty workmanship and to meet installation specifications. This warranty specifically excludes any physical damage caused by other trades, natural or man-made disasters or failure of the building's structural components. Following the passage of said two (2) year period, unless under notice from the materials manufacturer of some defect, RainbovFederal, Inc. shall have no further obligation to make repairs at its own expense under this warranty. Obligations under this warranty shall become null and void should the Owner or General Contractor withhold payment for work completed relating to this project. Rainbow Federal, Inc. shall consider any submitted pay application or approved change order not paid within 60 -days of submission as a non -payment -status. This is the sole and exclusive remedy for workmanship. Rainbow Federal, Inc. (Signature) (Date) Project Name: Segale #733 18258 Andover Park west Tukwila, WA Spec Section: TPO Roofing Date Effective: 10/3/2013 July 16, 2013 Ms. Stefani Christian Rainbow Federal, Inc. P.O. Box 1116 Carnation, WA 98014 VERSICO ROOFING SYSTEMS A SINGLE SOURCE FOR SINGLE -PLY ROOFING FILE COPY De.*SRR SIO. Re: Segale Building # 733 Dear Ms. Christian: This letter shall serve as confirmation that the following Versi-Weld Mechanically Attached Roofing System has been tested and will maintain the existing UL fire rating. Deck: Base Sheet: Insulation: Membrane: Slope: Plywood roof deck with the existing roofing system to remain in place. All wet and damaged materials are to be removed and replaced with an acceptable substrate. One layer of Versico FR Base sheet attached at roofers discretion. 2.5" Versico Polyisocyanurate insulation mechanically attached. with 6 fasteners and plates per 4'x8' board. Versico's 8 foot wide Versi-Weld TPO membrane (60 -mil) mechanically attached in the splice with HPVX fasteners and plates spaced 12 inches on center. The perimeters are to be enhanced with one 4' half sheet fastened 12 inches on center with HPVX fasteners and plates. Maximum roof slope for this assembly is unlimited. Upon completion of the membrane system in accordance with Versico's TPO Mechanically Attached System Specifications and acceptance by Versico at final inspection, this project will be eligible for our 20 -year Total System Warranty. As with all Total System Warranty projects, all materials used to complete the roofing system (insulation, fasteners, termination bars, etc.) must be manufactured or marketed by Versico. If you have any questions or need any additional information, please feel free to contact me at (877) 301-0180. Sincerely, John Souders Sr. Design Analyst Project Review CC: J. Scarlette, A. Weller REVIEWED FOR CODE COMPLIANCE APPROVED SEP 11 2013 City of Tukwila BUILDING DIVISION Dpy-mq RECEIVED CITY OF TUKWILA JUL 222013 PERMIT CENTER Versico PO Box 1289 Carlisle. PA 17013 Tel: 800-992-7663 Fax: 717-960-4036 Web: www.versico.com VersiWeld (TPO) Mechanically -Attached Roofing System Underwriters Laboratories Approvals Membrane Type: .045" or .060" VersiWeld Standard Reinforced Membrane (White, Gray or Tan) .045" or .060" VersiWeld HS Reinforced Membrane (White, Gray or Tan) .072" or .080" VersiWeld Plus Reinforced Membrane (White, Gray or Tan) UL Class "B" Deck Type Insulation (1) Thickness Maximum Slope VersiWeld Standard or Plus VersiWeld HS Combustible (2)(3) Polyisocyanurate (on Page 1) over Versico FR Base Sheet or G2 Base Sheet (4) 1-1/2" Min./ Base Sheet 1/2 1 Recovery Board/Polyisocyanurate over Versico FR Base Sheet or G2 Base Sheet (4) 1/2"/1" Min./ Base Sheet I., 1" Recovery Board/ Versico FR Base Sheet or G2 Base Sheet (4) 1" Min Base Sheet 1" 1" One Layer Versico FR Base Sheet or Atlas FR -50 Slip Sheet One Layer Versico FR Base Sheet or Atlas FR -50 Slip Sheet over minimum Class C Smooth BUR, mineral cap sheet or Modified Bitumen One Layer of Base Sheet 1/2" 1/2" UL Class "C" Non -Combustible Polyisocyanurate listed on Page 1 Any Unlimited Unlimited Combustible Polyisocyanurate list' .:. .e YY 2' Min. Unlimited Unlimited Existing UL Rating Retained Non -Combustible or Combustible None — Direct to min.. .•. s - r. - . -. .,- •r IV Smooth Asphalt BUR, Mineral Cap Sheet 'o.• e., : um•n s a. .ro e• in• a-. re . N/A 1/2" 1/2" Versico FR Base Sheet, G2 Base Sheet (4), Atlas FR -10 Slip Sheet or Elk Versashield Slip Sheet over existing min. UL Class "C" rated Type III or IV Smooth Asphalt BUR, Mineral Cap Sheet, Modified Bitumen or approved single -ply to remain Base Sheet 1/2" 3/4" /IEWED F : COMPLIANCE ,PPROVED 'I' 2013 � r t of Tukwila DING DIVISION „, . • :: :. _ : , . ,. . olystyrene over Existing Smooth or Gravel urfaced Asphalt BUR (gravel maintained at 400 .s/sq.), mineral cap sheet or Modified Bitumen 3/8" Min. 1/4" 1/4" ersico FR Base Sheet, Atlas FR -10 Slip Sheet or lk Versashield over Pactiv Amocor PB6 Fan- olded Extruded Polystyrene over Existing Gravel urfaced Asphalt BUR (gravel can be removed) or ineral Cap Sheet Base Sheet/ 3/8" Min. N/A 1/4" ax. 3/4" DOW Styrofoam over existing gravel faced BUR (gravel maintained) (5) 3/4" Max. N/A 1-1/2 ax. 1" DuraPink over minimum Class C smooth or avel surface (gravel maintained) BUR, mineral cap Max. 1" 1" 1" sheet or Modified Bitumen Notes: When multiple insulation layers are listed (i.e., Recovery Board/Polyiso), the insulation listed first (Recovery Board) is directly under the membrane. Insulation joints (bottom layer) are to be staggered a minimum of 6" from joints in wood deck. Combustible deck ratings can be used on non-combustible decks. Acceptable G2 base sheets can be one of the following; Celotex Type G2 Vaporbar GB, GAF Gafglas No. 75 Base Sheet, Manville Glasbase, Owens Corning Perma Ply No. 28 or Tamko Glass Base. Versico FR Base Sheet may also be used. Assembly acceptable for white VersiWeld mem.VED CITY OF TUKWILA 602209 VersiWeld Codes JUL 222013 PERMIT CENTER CALECHN DAIA t E 1 U JV MP -H POO Y O i Overview I . FIELD INSULATION LANCE ROVED SEP 11 2013 City of Tketwilo BUOLDING �8MU�8O( MP -H is a rigid roof insulation panel composed of a closed -cell polyisocyanurate foam core bonded on each side to fiber -reinforced facers. Fe tures and Benefits MP -H polyiso insulation provides the highest R -value per inch of commercially available insulation products Environmentally friendly construction with 0% ozone- depleting components and CFC free Approved for direct application to steel decks Panel Characteristics Available in 4' x 4' (1220 mm x 1220 mm) and 4'x 8' (1220 mm x 2440 mm) panels in thickness of 1" (25 mm) to 4.0" (102 mm) Available in two grades of compressive strengths per ASTM C1289 -05a, Type II, Class 1, Grade 2 (20 psi), Grade 3 (25 psi) VERSOCO ROOFING SYSTEMS FILE COPY u=4FaiMt No. Thickness (Inches) 1.00" 1.50" 1.60" 1.70" 1.80" (mm) 25 38 41 43 46 THE MAL V LUES LTTR R -Value* 6.00 9.00 9.60 10.30 10.90 Flute Spanability 2 5/8" 4 3/8" 4 3/8" 4 3/8" 4 3/8" 3.00" 3.10" 3.30" 3.50" 3.60" 3.70" 4.00" 76 79 84 89 91 94 102 18.50 19.10 20.40 21.70 22.40 23.00 25.00 4 3/8" 4 3/8" 4 3/8" 4 3/8" 4 3/8" 4 3/8" 4 3/8" " Long-term Thermal Resistance Foam Core Values are based on ASTM C1289-06 and CAN/ULC S770 which provides for a 15 -year time weighted average. All PIMA members have adopted this advanced standard for R -values measurement as of 01/01/03. Applic tions Constructions requiring UL Class A ratings Single -Ply Roof Systems (Ballasted, Mech Attached, Fully Adhered) Install tion CITY OF TilIGC ILA JUL 2 2 203 BALLASTED SINGLE -PLY SYSTEMS PERMIT CENTER Each MP -H panel is loosely laid on the roof deck. Butt edges and stagger joints of adjacent panels. Install the roof membrane according to the manufacturer's specifications. MECHANICALLY ATTACHED SINGLE -PLY SYSTEMS Each MP -H panel must be secured to the roof deck with fasteners and plates (appropriate to the deck type). Butt edges and stagger joints of adjacent panels. Install the roof membrane according to the manufacturer's specifications. 1-21•40 A SINGLE SOURCE FOR SINGLE -PLY ROOFING Verslco, PO Box 1289, Carlisle, PA 17013 Tel: 800.992.7663 Fax: 717.960.4036 Web: www.versico.com TC LEVON FULLY ADHERED SINGLE -PLY SYSTEMS Each 4' x 4' MP -H panel may be secured to an approved substrate with fasteners and plates (appropriate to deck type) or adhered with Versico's DASHTM Adhesive. Butt edges and stagger joints of adjacent panels. Install the roof membrane according to manufacturer's specifications. MP -H 4' x 8' panels must be secured to an approved substrate using Versico fasteners and plates (appropriate to deck type). MPH Codes and Compliances ASTM C1289-06, Type II, Class 1, Grade 2 (20 psi), Grade 3 (25 psi) International Building Code (IBC) Section 2603 NOTE: Please be aware the Federal Specification HH-I-1972/GEN has been replaced. FLORIDA BUILDING CODE APPROVAL FL#1296 MIAMI-DADE COUNTY, FLORIDA NOA NO: 04-10118,01 Underwriters Laboratories, Inc. Component of Class A Roof Systems (UL 790) Hourly Rated P series roof assemblies (UL 263) P 225, 230, 259, 302, 303, 508, 510, 514, 519, 701, 710, 713, 717, 718, 719, 720, 722, 723, 727, 728, 729, 730, 732, 734, 735, 739, 741, 742, 743, 818, 819, 824, 827, 828 Insulated metal deck assemblies - (UL 1256) ( nos. 120, 123, 292) H -Shield classified by ULC R18846 Factory Mutual Research FM Class 1 approval for steel roof -deck constructions, (FM 4450) FM 4470 (Subject to the conditions of approval described in Roofnay.com) FLORIDA BUILDING CODE APPROVAL FL#1296 MIAMI-DADE COUNTY, FLORIDA NOA NO: 04-1018,01 TYPICAL PROPERTIES AND CHARACTERISTICS Property Compressive Strength Dimensional Stability Moisture Vapor Transmission Water Absorption Service Temperature Test Method ASTM D1621 ASTM 1289-06 ASTM D2126 ASTM E96 12.10 ASTM C209 *Also available in 25 psi minimum, Grade 3 Value 20 psi* minimum (138 kPa, Grade 2) 2% linear change (7 days) < 1 perm (57.5 ng/(Paosomz)) < 1% volume -100°F to 250°F -73°C to 122°C Typical properties and characteristics are based on samples tested and are not guaranteed for all samples of this product. This data and information Is Intended as a guide and does not reflect the specification range for any particular property of this product. Warnings and Limitations Insulation must be protected from open flame and kept dry at all times. Install only as much insulation as can be covered the same day by completed roof -covering material. Versico will not be responsible for specific building and roof design by others, for deficiencies in construction or workmanship, for dangerous conditions on the jobsite or for improper storage and handling. Technical specifications shown in this literature are intended to be used as general guidelines only and are subject to change without notice. Call Versico for more specific details, or refer to PIMA Technical Bulletin No. 109: Storage & Handling Recommendations for Polyiso Roof Insulation. Other Polyiso Products by Versico SECURSHIELD POLYISO BONDED TO COATED GLASS FACER MP -HCG POLYISO BONDED TO COATED GLASS FACER MP -HF POLYISO BONDED TO FOIL MP-HWF POLYISO BONDED TO WOOD FIBERBOARD MP-HNB POLYISO BONDED TO ORIENTED STRAND BOARD TAPERED MP -HCG POLYISO BONDED TO COATED GLASS FACER TAPERED MP -H TAPERED POLYISO TAPERED MP-HWF TAPERED POLYISO BONDED TO WOOD FIBERBOARD @6SSIi/,, Foamed plastic as roof deck construction material with resistance to an internal fire exposure only for use in construction no.(s) 120 and 123. �e See UL Directory of Products Certified for Canada and UL Roofing Materials and Systems Directory. 99DL. 6 PE ntyMIalrk` The Certified LTTR-value 3ERG1 Si AR V(014. --,- t ¢t G, r I v. k D : AISAAtikAnlrS T JaEita"` t'L}!'ar°'Tiia1s71tWiCdl�ta> [i -.9.s3 Wsy l `'L; TdFpl'Eafly..lmirns'olmr (ernrt'golt90 `1.44},a © © VERSMEL E E © [111.ORCED TPO MEM Q QPi 7 C o M d d E 7 N E11/E ..__ --CITY OF TUKWIL1 Overview Versico's VersiWeld membrane is a premium heat -weldable single -ply thermoplastic polyolefin GPO) sheet designed for new roof construction and re -roofing applications. VersiWeld High Slope (HS) membrane (also known as Extra Slope (ES)) is formulated with additional flame retardant (compared to Standard) for higher -slope fire code approvals. Versico's VersiWeld TPO membrane is based on advanced polymerization technology that combines the flexibility of ethylene -propylene (EP) rubber with the heat weldability of polypropylene. All VersiWeld TPO membranes include OctaGuard VIP'', an industry-leading, state-of-the-art weathering package. OctaGuard XT technology enables VersiWeld TPO to withstand extreme weatherability testing intended to simulate exposure to severe climates. Physical properties of the membrane are enhanced by a strong polyester fabric that is encapsulated between the TPO-based top and bottom plies. The combination of the fabric and TPO plies provides VersiWeld reinforced membranes with high breaking strength, tearing strength and puncture resistance. The relatively smooth surface of VersiWeld membrane produces a total surface fusion weld that creates a consistent, watertight monolithic roof assembly. The membrane is environmentally friendly and safe to install. VersiWeld Standard and HS/ES products are available in highly reflective white, tan and gray, in 45 -mil, 60 -mil V E SDCQ ROOFING SYSTEMS 3 RANE JUL222013 P!I�8T CENTER and 80 -mil thicknesses. Sixteen special colors are also available (see Versico TPO Color Palette. brochure). Available widths are 4-, 5- and 6 -ft perimeter sheets and 8-, 10- and 12 -ft field sheets. Versico's VersiWeld tan and white TPO membrane can contribute toward LEED® (Leadership in Energy and Environmental Design) credits. Tan and white VersiWeld are ENERGY STAR®" -qualified and California Title 24 compliant. Features and Benefits Outstanding puncture resistance Chlorine -free with no halogenated flame retardants Plasticizer -free; does not contain liquid or polymeric plasticizers Excellent low temperature impact resistance Excellent chemical resistance to acids, bases and restaurant exhaust emissions Exceptional resistance to heat, solar UV, ozone and oxidation Low water vapor permea Hot -melt extrusion proces scrim encapsulation Ce lains'�rpm 5JPLOG°aVC aPPROVED oftla st e Warp -knitted fabric (not v ven) f and greater thickness ove scrim VersiWeld TPO is 100% recyclable (refer to Versico's Recyclability Statement) Installation City ©f Tukwila it BUILDING DIVISION VersiWeld Roofing Systems are quick to install as minimal labor and few compenents are required. The systems may be installed utilizing labor-saving devices that make sheet welding fast, clean, consistent and easy to learn, while reducing strain on the roofing technician. The Venice Mechanically Attached Root System installation starts with the insulation fastened with a minimum of 5 fasteners per 4 by 8 ft. board. The VersiWeld reinforced membrane is mechanically fastened to the deck using HPVX Fasteners and HPVX Plates or HPV -XL Fasteners and A SINGLE SOURCE FOR SINGLE -PLY ROOFING Versico, PO Box 1289, Carlisle, PA 17013 Tel: 800.992.7663 Fax: 717.960.4036 Web: www.verslco.com VECHNOCAL D Q lrQ o M d d E V 0 01 HPV -XL Plates. Adjoining sheets of VersiWeld membrane are overlapped over the fasteners and plates and joined together with a minimum 1112 -inch (4cm) wide hot-air weld. The VersIce fully Aatered Rooting ng) System application begins with the insulation fastened at the required density (max. 1 every 2 sq. ft.) necessary to resist the appropriate wind load. The substrate and membrane are coated with an approved Versico TPO Bonding Adhesive and the membrane is rolled into place. REVIEW CURRENT VERSICO SPECIFICATIONS AND DETAILS FOR SPECIFIC INSTALLATION REQUIREMENTS. Precautions 1. Sunglasses that filter out ultraviolet light are strongly recommended as tan and white surfaces are highly reflective. Roofing technicians should dress appropriately and wear sunscreen to protect skin. 2. Surfaces may become slippery due to frost and ice buildup. Exercise caution during cold conditions to prevent falls. 3. Care must be exercised when working close to a roof edge when surrounding area is snow-covered as the roof edge may not be clearly visible. 4. Use proper stacking procedures to ensure sufficient stability of the rolls. 5. Exercise caution when walking on wet membrane. Membranes may be slippery when wet. 6. Store VersiWeld membrane in the original undisturbed plastic wrap in a cool, shaded area and cover the light-colored, breathable, waterproof tarpaulins. VersiWeld membrane that has been exposed to the weather must be prepared with Weathered Membrane Clea - ._'o to hot-air welding. TYPICAL PROPERTIES AND CHARACT Physical Property ASTM 06878 Requirement Tolerance on nominal thickness, % ASTM 0751 test method Thickness over scrim, in. (mm) ASTM D6878 optical method, average of 3 areas Breaking strength, Ibf (kN) ASTM 0751 grab method Elongation break of reinforcement, % ASTM D751 grab method Tearing strength, Ibf (N) ASTM D751 proc. B 8 in. x 8 In. Brittleness point, °F (°C) ASTM D2137 Linear dimensional change, % ASTM 01204, 6 hours at 158°F Ozone Resistance, no cracks 7X ASTM 01149, 100 pphm, 168 hrs Water absorption resistance, mass % ASTM D471 top surface only 166 hours at 158°F water Factory seam strength, Ibf/in (Id4Im) ASTM D751 grab method Reid seam strength, Ibf/in (kNAm) ASTM D1876 tested in peel Water vapor permeance, Perms ASTM E96 proc. B Puncture resistance, Ibf (kN) FTM 101C, method 2031 (see supplemental section) Properties after heat aging ASTM D573,32 weeks © 240°F Breaking strength, % retained Elongation reinf., % retained Tearing Strength, % retained Weight change, % Typical Weights +15, -10 0.015 min (0.381) 220 (976 N) min 15 min 55 (245) min -40 (-40) max ± 1 max PASS ± 3.0 max 66 (290) min No requirement No requirement No requirement 90 min 90 min 60 min ± 1.0 max 45 -mil ± 10 0.018 typ (0.457) 225 (1.0) min 320 (1.4) typ 15 min 25 typ 55 (245) min 130 (578) typ -40 (-40) max -50 (-46) typ ± 1 max -0.2 typ PASS ± 3.0 max 2.0 typ 66 (290) min 25 (4.4) min 50 (8.8) typ 0.10 max 0.05 typ 250 (1.1) min 325 (1.4) typ 90 min 90 min 60 min ± 1.0 max RISTICS 60 -mil ± 10 0.024 typ (0.610) 250 (1.1) min 360 (1.6) typ 15 min 25 typ 55 (245) min 130 (578) typ -40 (-40) max -50 (-46) typ ±1 max -0.2 typ PASS ±3.0max 2.0 typ 66 (290) min 25 (4.4) min 60 (10.5) typ 0.10 max 0.05 typ 300 (1.3) min 350 (1.6) typ 90 min 90 min 60 min t-1.0 max 80 -mil ± 10 0.034 typ (0.864) 350 (1.6) min 425 (1.9) typ 15 min 25 typ 55 (245) min 130 (578) typ -40 (-40) max -50 (-46) typ ±1 max -0.2 typ PASS ± 3.0 max 2.0 typ 66 (290) min 40 (7.0) min 70 (12.3) typ 0.10 max 0.05 typ 400 (1.8) min 450 (2.0) fop 90 min 90 min 60 min ±1.0max 0.23 Ib/f12 (1. . g/m2) 0.29 (1.4) 0.40 (2.0) Typical properties and characteristics are based on samples tested and are not guaranteed for all e • t pro • u . is data and information Is intended as a guide and does not reflect the specification range for any particular property of this product. V E C H N 0 C Q d D Q V Q DULLEVON Extreme Testing for Severe Climates ASTM Standard D6878 is the material specification for Thermoplastic Polyolefin Based Sheet Roofing. It covers material property requirements for TPO roof sheet and includes initial and aged properties after heat and xenon -arc exposure. As stated in the scope of the standard, "the tests and property limits used to characterize the sheet are values intended to ensure minimum quality for the intended purpose." Versico's goal is to produce TPO that ensures maximum performance for the intended purpose of roofing membranes. Maximum performance requires the membrane to far exceed the requirements of ASTM D6878. For severe climates like Miami, FL and Phoenix, AZ, EXTREME testing is required. Heat Aging accelerates the oxidation rate that roughly doubles for each 10°C (18°F) increase in roof membrane temperature. Oxidation (reaction with oxygen) is one of the primary chemical degradation mechanisms of roofing materials. 1 VERSICO EXTREME TESTING - HEAT AGING ASTRA Requirement Versiweld Requirement ASTM TEST 240°F 32 weeks 52 weeks* Versico 275°F Extreme Test 'Comparable to 1,024 weeks (20 yrs) at 185°F for 6 hrs/day. N/A 13 weeks Test specimen is 1" by 4" piece of 45 -mil membrane unbacked, placed in a circulating hot-air oven. Criterion - no visible cracks after bending aged test specimen around 0.25" -diameter mandrel. Xenon -Arc exposes the membrane samples to the combined effect of ultraviolet, visible and infrared radiation as well as ozone, heat and water spray, to greatly acclerate the effects of outdoor weathering. The radiation dose is measured in kilojoules per square meter (kJ/m2) at 340 nm machine UV wavelength. The irradiance power of the xenon -arc lamp is measured in Watts per square meter (W/m2). VERSICO EXTREME TESTING - XENON -ARC Vers(weld Results ASTAA TEST ASTM D6878 45-111 60 -MIL 80 -RAIL REQUIREMENT kJ/m2 at 340 nm 10,080 17,640 20,160 27,720 • Test specimen is 2.75" by 5.5" piece of membrane, unbacked, weathering side facing arc lamp. • Criterion - no visible cracks viewed under 10x magnification while wrapped around 3" - diameter mandrel. Environmental Cycling subjects the membrane to repeated cycles of heat aging, hot-water immersion or acid fog followed by xenon -arc exposure. The acid fog accelerates acid etching that may occur from acid rain if the roof membrane is not resistant to acidic conditions. • ASTM requirement - none Versico EXTREME test*: 10 days heat aging at 240°F (116°C) followed by 5 days water immersion at 158°F (70°C) or with another specimen set 5 eight-hour cycles in Kesternich sulfer dioxide chamber (sulfurous acid fog) followed by 5040 kJ/m2 (2000 hrs at 0.70 W/m2 irradiance) xenon -arc exposure Test specimen is 2.75" by 5.5" piece of membrane with edges sealed. • Criterion - after 3 complete cycles, test specimens shall remain flexible and not have any cracking under l0x magnification while wrapped around a 3" -diameter mandrel. IrC C n N 0 CLQ L DAV& UELETON Supplemental Approvals, Statements l LEED i lF®Rfl,7Mi®N Characteristics: laracteristics: Pre -consumer Recycled Content 10% Post -consumer Recycled Content 0% 1. VersiWeld TPO meets or exceeds the requirements of Manufacturing Location(s) Tooele, TMS UT ASTM D6878 Standard Specification for Thermoplastic Solar Reflective Index 110 Polyolefin Based Sheet Roofing. 2. Radiative Properties for ENERGY STAR, Cool Roof Rating Council (CRRC) and LEED. Test Method White Tan Gray TPO TPO TPO ENERGY STAR Solar Spectrum 0.87 0.68 N/A initial solar reflectance Reflectometer ENERGY STAR initial Solar Spectrum 0.83 0.64 N/A solar reflectance Reflectometer after 3 years (after cleaning) CRRC initial ASTM C1549 0.79 0.71 0.46 solar reflectance CRRC solar reflectance ASTM C1549 0.70 0.64 0.43 after 3 years (uncleaned) CRRC initial ASTM C1371 0.90 0.86 0.90 thermal emittance CRRC thermal ASTM C1371 0.86 0.87 0.88 emittance after 3 years (uncleaned) LEED thermal emittance ASTM E408 0.95 0.95 0.95 SRI (Solar Reflectance Index) ASTM E1980 110 88 55 Solar Reflectance Index (SRI) is calculated per ASTM E1980. The SRI is a measure of the roof's ability to reject solar heat, as shown by a small temperature rise. It is defined so that a standard black (reflectance 0.05, emittance 0.90) is 0 and a standard white (reflectance 0.80, emittance 0.90) is 100. Materials with the highest SRI values are the coolest choices for roofing. Due to the way SRI is defined, particularly hot materials can even take slightly negative values and particularly cool materials can even exceed 100. 3. VersiWeld TPO membranes conform to requirements of the U.S.E.P.A. Toxic Leachate Test (40 CFR part 136) performed by an independent analytical laboratory. 4. VersiWeld reinforced TPO was tested for dynamic puncture resistance per ASTM D5635-04 using the most recently modified impact head. 45 -mil was watertight after an energy impact of 12.5 J (9.2 ft-Ibf) and 60 -mil was watertight after 22.5 J (16.6 ft-lbf). The 80 -mil product was watertight after an impact energy of 30.0 J (22.1 ft-lbf). @rel a 1(R>+lm iv 'J_Ara.;\/3W4001ttaN-0!tgigcra:at:ar .• T�Cr�[Cao A:%J1oQxi oaiuuiggt?ctia0A',v1m.GO(00-44:141gItYliv@oviitt mom @., Ko 0]th(Kow civA4t%(lt84(ka•Di 11 'L�'i[ TEMtV�mm� hre,(p,„ � e r _cr�MJcrg (laaJa i Q crQ illIPLLEVON PERIMETER INSULATION v RSDCOS 'AMMO M CI POMO O Product Description Tapered MP -H is a sloped rigid roof insulation panel composed of a closed -cell polyisocyanurate foam core bonded during the manufacturing process to fiber - reinforced facers. Tapered MP -H is designed to promote positive drainage and prevent ponding water. For best results, use Versico's Tapered Shop Drawings. Features and Benefits Tapered MP -H polyiso insulation provides the highest R -value per inch of commercially available ROM iderp COD I PL its c poner- s' rrivldictirigirect c Citi off Wal o UOLDING DRAWN W( ly construction with 0% ozone- s and CFC free oplication to steel decks (RECEIVED CITY DFTUGS JUL 2 2 2013 ILA PERMIT CENTER V/EIRSIIC® aLE COPY Panel Charwcteristics Available in 4' x 4' (1220 mm x 1220 mm) in thickness of '/2" (12 mm) minimum to 4.0" (102 mm) maximum in a single layer Available slopes are 1/16" (2 mm), 1/811(3mm), 3/16" (5mm), 1/4" (6 mm), 3/8" (10 mm) and 1/2" (12mm) per foot Available in two grades of compressive strengths per ASTM C1289 -06a, Type II, Class 1, Grade 2 (20 psi), Grade 3 (25 psi) Applications Constructions requiring Class A ratings Single -Ply Roof Systems (Ballasted, Mechanically Attached, Fully Adhered) O. 5' 5"" /. 5 2. 5- 2.25" X10' ,1 SLOPE- , REFERENCE FILL BELOW . ] • 5 8 .5. ISO A SINGLE SOURCE FOR SINGLE -PLY ROOFING Versico, PO Box 1289, Carlisle, PA 17013 Tel: 800.992.7663 Fax: 717.960.4036 Web: www.versico.com °" V C C a N 0 C Q d D Q V Q o M L l E r 0 m Inst Ilation BALLASTED SINGLE -PLY SYSTEMS Each Tapered MP -H panel is loosely laid on the roof deck. Butt edges and stagger joints of adjacent panels. Install the roof membrane according to the manufacturer's specifications. MECHANICALLY ATTACHED SINGLE -PLY SYSTEMS Each Tapered MP -H panel must be secured to the roof deck with fasteners and plates (appropriate to the deck type). Butt edges and stagger joints of adjacent panels. Install the roof membrane according to the manufacturer's specifications. FULLY ADHERED SINGLE -PLY SYSTEMS Each Tapered MP -H panel must be secured to an approved roof deck with fasteners and plates (appropriate to deck type) or can be adhered using Versico's DASH"' adhesive. Butt edges and stagger joints of adjacent panels. Install the roof membrane according to manufacturer's specifications. Tapered MP -H Codes and Compliances ASTM C1289-06, Type II, Class 1, Grade 2 (20 psi), Grade 3 (25 psi) International Building Code (IBC) Section 2603 NOTE: Please be aware the Federal Specification HH-l-1972/GEN has been replaced. FLORIDA BUILDING CODE APPROVAL FL#1296 MIAMI-DADE COUNTY, FLORIDA NOA NO: 04-1018,01 Underwriters Laboratories, Inc. Component of Class A Roof Systems (UL 790) Hourly Rated P series roof assemblies (UL 263) P 225, 230, 59, 302, 303, 508, 510, 514, 519, 701, 710, 713, 717, 718, 719, 720, 722, 723, 727, 728, 729, 730, 732, 734, 735, 739, 741, 742, 743, 819, 824, 827, 828 Insulated metal deck assemblies - (UL 1256) nos. 120, 123, 292 Tapered MP -H classified by ULC TYIPOCAL PROPERTIES AND CHARACTER STICS°' IPOLYOSO FOA COI-' EE ONLY Property Compressive Strength Dimensional Stability Moisture Vapor Transmission Water Absorption Service Temperature Test Method ASTM 01621 ASTM 1289-06 ASTM D2126 ASTM E96 12.10 ASTM C209 Value 20 psi' minimum (138 kPa, Grade 2) 2% linear change (7 days) < 1 perm (57.5 ng/(Pa°s°m2)) < 1% volume -100°F to 250°F -73°C to 122°C 'Also available in 25 psi minimum, Grade 3 " Typical properties and characteristics are based on samples tested and are not guaranteed for all samples of this product. This data and information is intended as a guide and does not reflect the specification range for any particular property of this product. Warnings and Limitations Insulation must be protected from open flame and kept dry at all times. Install only as much insulation as can be covered the same day by completed roof -covering material. Versico will not be responsible for specific building and roof design by others, for deficiencies in construction or workmanship, for dangerous conditions on the jobsite or for improper storage and handling. Technical specifications shown in this literature are intended to be used as general guidelines only and are subject to change without notice. Call Versico for more specific details, or refer to PIMA Technical Bulletin No. 109: Storage & Handling Recommendations for Polyiso Roof Insulation. Other Polyiso Products by Versico SECURSHIELD POLYISO BONDED TO COATED GLASS FACER a MP -HCG POLYISO BONDED TO COATED GLASS FACER MP -HF POLYISO BONDED TO FOIL MP-HNB POLYISO BONDED TO ORIENTED STRAND BOARD MP-HWF POLYISO BONDED TO WOOD FIBERBOARD TAPERED MP -HCG POLYISO BONDED TO COATED GLASS FACER TAPERED MP-HWF TAPERED POLYISO BONDED TO WOOD FIBERBOARD MP -H POLYISO Foamed plastic as roof deck construction material with resistance to an Internal fire exposure only for use in construction no.(s)120 and 123. See UL Directory of Products Certified for Canada and UL Roofing Materials and Systems Directory. 99DL N gtyMa>rk The Certified Olt -value 2WO, Q CilkOxoi 444w -eV 9@)'t9 n.''€$GSih NL1LH rvlrlw,�lfg(YaM)11,1L" 111= 1A41o1Houle. 'd➢}t 3Rv `'{AMS`,£DryelC( 4.011f1;11ret^ •)47(JJtiia»lg t i..(JE) HUE COPY Permit No. RECEIVED CITY OF TUKWILA CHAPTER 1 [CE] JUL 2 2 2013 SCOPE AND ADMINISTRATION SECTION C101 SCOPE AND GENERAL REQUIREMENTS C101.1 Title. This code shall be known as the International Energy Conservation Code of INAME OF JURISDICTION], and shall be cited as such. It is referred to herein as "this code." C101.2 Scope. This code applies to commercial buildings and the buildings sites and associated systems and equipment. Exception: The provisions of this code do not apply to temporary growing structures used solely for the commercial production of horticultural plants including ornamental plants, flowers, vegetables, and fruits. "Temporary growing structure" means a structure that has the sides and roof covered with polyethylene, polyvinyl, or similar flexible synthetic material and is used to provide plants with either frost protection or increased heat retention. A temporary growing structure is not considered a building for purposes of this code. C101.3 Intent. This code shall regulate the design and construction of buildings for the effective use and conservation of energy over the useful life of each building. This code is intended to provide flexibility to permit the use of innovative approaches and techniques to achieve this objective. This code is not intended to abridge safety, health or environmental requirements contained in other applicable codes or ordinances. C101.4 Applicability. Where, in any specific case, different sections of this code specify different materials, methods of construction or other requirements, the most restrictive shall govern. Where there is a conflict between a general requirement and a specific requirement, the specific requirement shall govern. C101.4.1 Existing buildings. Except as specified in this chapter, this code shall not be used to require the removal, alteration or abandonment of, nor prevent the continued use and maintenance of, an existing building or building system lawfully in existence at the time of adoption of this code. 2012 Washington State Energy Code PERMIT CENTER C101.4.2 Historic buildings. The building official may modify the specific requirements of this code for historic buildings and require in lieu of alternate requirements which will result in a reasonable degree of energy efficiency. This modification may be allowed for those buildings or structures that are listed in the state or national register of historic places; designated as a historic property under local or state designation law or survey; certified as a contributing resource with a national register listed or locally designated historic district; or with an opinion or certification that the property is eligible to be listed on the national or state registers of historic places either individually or as a contributing building to a historic district by the state historic preservation officer or the keeper of the national register of historic places. C101.4.3 Additions, alterations, renovations or repairs. Additions, alterations, renovations or repairs to an existing building, building system or portion thereof shall conform to the provisions of this code as they relate to new construction without requiring the unaltered portion(s) of the existing building or building system to comply with this code. Additions, alterations, renovations or repairs shall not create an unsafe or hazardous condition or overload existing building systems. An addition shall be deemed to comply with this code if the addition alone complies or if the existing building and addition comply with this code as a single building. Exception: The following need not comply provided the energy use of the building is not increased: REVIEWED FOR CODE COMPLIANCE APPROVED SEP 11 2013 City of Tukwila BUILDING DIVISION 1. Storm windows installed over existing fenestration. 2. Glass only replacements in an existing sash and frame. 3. Existing ceiling, wall or floor cavities exposed during construction provided that these cavities are insulated to full depth with insulation having a minimum nominal value of R-3.0 per inch installed per Section C402. 4. Construction where the existing roof, wall or floor cavity is not exposed. 5. Reroofing for roofs where neither the isheathing nor the insulation is exposed. Roofs without insulation in the cavity and where the sheathing or insulation is exposed during reroofing shall be insulated either above or below the sheathing. 6. Replacement of existing doors that separate conditioned space from the exterior shall not require the installation of a vestibule or revolving door, provided, however, that an existing vestibule that separates a conditioned space from the exterior shall not be removed. 7. Alterations to lighting systems only that replace less than 60 percent of the luminaires in a space, provided that such alterations do not increase the installed interior lighting power. 8. Alterations that replace only the bulb and ballast within the existing luminaires in a space provided that the alteration does not increase the installed interior lighting power. C101.4.3.1 Lighting and motors. Alterations that replace 60 percent or more of the luminaires in a space enclosed by walls or ceiling -height partitions shall comply with Sections C405.5 and C405.6. Where less than 60 percent of the fixtures in a space enclosed by walls or ceiling -height partitions are new, the installed lighting wattage shall be maintained or reduced. Where new wiring is being installed to serve added fixtures and/or fixtures are being relocated to a new circuit, controls shall comply with Sections C405.2.1, C405.2.2.3, C405.2.3, C405.3.4, and as applicable C408.3. In addition, office areas less than 300 ft2 enclosed by walls or ceiling -height partitions, and alt meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sensors that comply with Section C405.2.2 and C408.3. Where a new lighting panel (or a moved lighting panel) with all new raceway and conductor wiring from the panel to the fixtures is being installed, controls shall also comply with the other requirements in Sections C405.2.2 and C408.3. Where new walls or ceiling -height partitions are added to an existing space and create a new enclosed space, but the lighting fixtures are not being changed, other than being relocated, the new enclosed space shall have controls that comply with Sections C405.2.1, C 405.2.2, C405.2.3 and C408.3. Those motors which are altered or replaced shall comply with Section C403.2.13. C101.4.3.2 Mechanical systems. Those parts of systems which are altered or replaced shall comply with Section C403. Additions or alterations shall not be made to an existing mechanical system that will cause the existing mechanical system to become out of compliance. All new systems in existing buildings, including packaged unitary equipment and packaged split systems, shall comply with Section C403. Where mechanical cooling is added to a space that was not previously cooled, the mechanical cooling system shall comply with the economizer requirements in Section C403.3.1 or C403.4.1. Exception: Altemate designs that are not in full compliance with this code may be approved when the building official determines that existing building or occupancy constraints make full compliance impractical or where full compliance would be economically impractical. Alterations to existing mechanical cooling systems shall not decrease economizer capacity unless the system complies with Section C403.3.1 or C403.4.1. In addition, for existing mechanical cooling systems that do not comply with Sections C403.3.1 or Section 403.4.1, including both the individual unit size limits and the total building capacity limits on units without economizer, other alterations shall comply with Table C 101.4.3.1. When space cooling equipment is replaced, controls shall be installed to provide for integrated operation with economizer in accordance with Section C403.3. Existing equipment currently in use may be relocated within the same floor or same tenant space if removed and reinstalled within the same permit. C101.4.4 Change in occupancy or use. Spaces undergoing a change in occupancy from an F, S or U occupancy to an occupancy other than F, S or U shall comply with this code. Any space that is converted to a residential dwelling unit or portion thereof, from another use or occupancy shall comply with this code. Where the use in a space changes from one use in Table C405.5.2(1) or (2) to another use in Table C405.5.2(1) or (2), the installed lighting wattage shall comply with Section C405.5. Exception: Where the component performance building envelope option in Section C402.1.3 is used to comply with this section, the Proposed UA is allowed to be up to 110 percent of the Target UA. Where the total building performance option in Section C407 is used to comply with this section, the CE -4 2012 Washington State Energy Code EI'ISTRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. We get buildings built. September 4, 2013 SEGALE PROPERTIES 5811 Segale Park Drive C Tukwila, WA 98188 ATTN: Steve Nelson RE: Segale Building 733 18303 Andover Park West, Tukwila, WA Roof Membrane Replacement Steve: It is my understanding that you are anticipating a roof repair for Segale Building 733 located at 18303 Andover Park West, Seattle, WA. As you know, this building, built in the mid 1970's, has a wood framed roof structure and a single built-up roofing system. In addition, the building structure appears to have performed well for over 35 years. During a recent site visit, I did not notice any building distress or roof structure movement. It is my understanding that you will be removing the existing built-up roofing at 4.4 lb. per square foot and installing 2 1/2" rigid insulation at 0.40 lb. per square foot and a single ply membrane at 0.40 lb. per square foot resulting in a net reduction of 3.6 lb. per square foot of dead load on the roof structure. Section 3404.3 of the 2012 ICC allows for a 5% increase in the load on the roof without requiring modification to the original structural members. By adding a single ply membrane you will be reducing the dead load on the roof. It is my opinion that the existing roof structure is adequate to support the new roof membrane. Please feel free to call if you have any questions. Sincerely, ENGINEERS-NORTHWES,Tf, INC., P.S. Dale Kaemingk, P.E., S.E. Vice President DK:bs CORRECTION ENW Project No: 1105tbi 299 RECEIVED CITY OF TUKWILA SEP 0 4 2013 PERMIT CENTER • • • 9725 Third Ave NE, Suite 207 • Seattle, WA 98115 • 206.525.7560 • fax 206.522.6698 www.engineersnw.com July 29 2013 Steve Nelson PO Box 88028 Tukwila, WA 98138 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Correction Letter #1 Development Permit Application Number D13-244 Keyston Brothers — 18303 Andover Pk W Dear Mr. Nelson, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433-7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) 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. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File No. D13-244 W:IPermit CenterlCorrection Letters120131D13-244 Correction Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: July 29, 2013 Project Name: Keyston Brothers Permit #: D13-244 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets' as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. 1. The scope of work has some inconsistencies concerning the removal of the existing roof coverings. The engineer's evaluation specifies adding a new single ply membrane over the existing built-up membrane. The actual scope of work also specifies installing 2-1/2" of (R-15) insulation over the one layer of roofing which is not mentioned in the engineer's evaluation. However aside from that, the building code requires "New roof coverings shall not be installed without first removing all existing layers of roof coverings down to the roof deck... "& "Where the existing roof has two or more applications of any type of roof covering." Since the roofing is required to be completely removed down to the deck (sheathing), 2012 Washington State energy code C101.4.3 with the Exception: #5 (code sheet provided in the permit documents), where the sheathing is exposed, the insulation shall comply with the code as they relate to new construction. Per Table C402.2, R-30 ci (continuous insulation) shall be required. Revise permit scope of work and provide documents specifying all existing roofing removed down to the roof deck. Verify if insulation exists below the deck and what that R - value may be. Total R -value shall equal R-30 for the roof system. (2012 IBC 1510.3 #3 & 2012 WSEC C101.4.3 with Table C402.2) Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-244 PROJECT NAME: KEYSTON BROTHERS SITE ADDRESS: 18303 ANDOVER PK W Original Plan Submittal Response to Incomplete Letter # DATE: 09-04-13 X Response to Correction Letter # 1 Revision # After Permit Issued EPART ENTS: � 1 ullding 'vision Public Works n Fire Prevention Structural Planning Division n Permit Coordinator n S DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 09-05-13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route IV Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Notation: DUE DATE: 10-03-13 Approved with Conditions IW Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 PERMIT COORD COPY' PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-244 DATE: 07/22/13 PROJECT NAME: KEYSTON BROTHERS SITE ADDRESS: 18303 ANDOVER PK W X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPA'TMEN cm`, Building Division Public Works o Li AltA A)/A- Fire Prevention Structural Planning Division CI Permit Coordinator I DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 07/23/13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/20/13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) xi Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: - 1,/ Departments issued corrections: Bldg IR, Fire 0 Ping 0 PW 0 Staff Initials: • • 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://tvww.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 09-04-2013 Plan Check/Permit Number: D13-244 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # — after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Keyston Brothers Project Address: 18303 Andover Pk W Contact Person: Steve Nelson Phone Number: 206 396-2011 Summary of Revision: 1. Revised roof naraative for R-15 insulation. ?_ RPviqPri Rngineers Northwest letter for R-15 insulation. ' 0a .. Se. 042013 Sheet Number(s): , 1 PERMIT CENTER "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit(Center by: Entered in Permits Plus on -( -4— ( \applications\toms-applications on Iine\revision submittal Created: 8-13-2004 Revised: PLAN REVIE ECKLIST - (Nonstructural) Permit App. eP/l 2yy By: IBC Edition & State Amend. Date: 7 1. 7 Project title: ,4<..„. 70,0,4kr +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ft). Classify the building or portion thereof in accordance with Chapter 3 Determine the type of construction of the building in accordance with Chapter 6. Determine if the location of building on the site and clearances to property lines and other buildings on the site plan are in accordance with code provisions. Review for conformity with General building height and area limitations in accordance with Chapter 5. ?);' Review for conformity with Fire and Smoke protection features of Chapter 7. Review for conformity with requirements of interior finishes of Chapter 8. Review for conformity with requirements for fire protection systems of Chapter 9. Review for conformity with requirements for means of egress requirements of Chapter 10 Review for conformity with requirements of accessibility in accordance with Chapter 11, and ICC A117.1 Rev ei w for conformity with Washington State Energy Code. >27 Review for conformity with special detailed requirements based on use and Occupancy. Review for conformity with Type of Construction requirements of Chapter 6. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ✓ In circle = topic has been reviewed for the application. X In circle = topic is not relevant to proposed scope of work. Contractors or Tradespeople Pri er Friendly Page General/Specialty Contractor A business registered as a construction contractor with LI/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 SEGALE PROPERITIES LLC UBI No. 602023533 Phone 2065752000 Status Active Address Po Box 88028 License No. SEGALPL902CQ Suite/Apt. License Type Construction Contractor City Tukwila Effective Date 2/18/2010 State WA Expiration Date 4/1/2014 Zip 981382028 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status LAPIALP055MZ LA PIANTA LIMITED PARTNERSHIP Construction Contractor General Unused 7/9/1995 4/1/2001 Archived SEGALBP151M5 SEGALE BUSINESS PARK Construction Contractor General Unused 7/25/1985 7/9/1995 Archived LAPIAL*008J8 LA PIANTA LLC Construction Contractor General Unused 4/28/2000 4/1/2010 Inactive Business Owner Information Name Role Effective Date Expiration Date SEGALE, MARIO A Agent 02/18/2010 Amount SEGALE, MARIO A Partner/Member 02/18/2010 13DLS31006 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 SAFECO INS CO OF AM 6115146 02/18/2010 Until Cancelled $12,000.00 03/28/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 5 Alaska National Insurance Co 13DLS31006 04/01/2013 04/01/2014 $1,000,000.00 03/28/2013 4 Alaska National Insurance Co 12DLS31006 04/01/2012 04/01/2013 $1,000,000.00 03/30/2012 3 Alaska National Ins Co 11DLS31006 04/01/2011 04/01/2012 $1,000,000.00 03/29/2011 2 ALASKA NATIONAL INSURANCE COMP 10DL531006 04/01/2010 04/01/2011 $1,000,000.00 03/31/2010 1 ALASKA NATIONAL INSURANCE COMP 09DL531006 02/18/2010 04/01/2010 $1,000,000.00 03/31/2009 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period https://fortress.wa. gov/lni/bbip/Print.aspx 09/12/2013 457,-0" z g l x IIIIfii� EXISTING SMOKE VENTS X x L 121'-7" 0 264'-0" x 86'-0" x x 00 IIIIfiik x 29'-7" 0 x x x h x x 5'- 0" x 193'-1" 457'-l" BUILDING STATISTICS: FLOOR AREA: 74,160 SQ FT ROOF AREA: 76,441 SQ FT ROOF NARRATIVE: REMOVE EXISTING BUILT—UP ROOFING. INSTALL NEW R-15 RIGID INSULATION ON ROOF DECK. INSTALL NEW 60 MIL TPO ROOF MEMBRANE. ROOF PLAN „ = 1'-0„ 0 0 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. '4O y: Rvcions will require a new plan submittal and may include additional plan review fees. SERRATE PERMIT '. QU:RED FOR: t4echanical grnectrical Flifiumbing Fleas Piping City of Tukwila Ellgl.TMDIN0 DIVISION FILE COPY Permit No. D 1-5• 2$"1I'I PI.rn mviow approval is subject to errors and omissions. of construction documents does not authorize lion of any adopted code or ordinance. Receipt 'roved Field Copy and co/ons is acknowledged: By Date:, 940.3 City Of ibkwila BUILDING DIVISION 111 SOUTHCENTER F BLVD v STRANDER O TUKWILA MINKLER BLVD UPLAND MIDLAND TRILAND 180TH ST SBP "D" " REVIEWED FOR CODE COMPLIANCE APPROVED SEP 11 2013 A-7 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA VICINITY MAP NTS SEP 0 4 2013 PERMIT CENTER PROJECT SITE Lu 0 CHECKED BY 0 0 0 CD zo W W 18303 Andover Park West INDUSTRIAL * COMMERCIAL * AGRICULTURAL * NATURAL RESOURCES PROJECT NUMBER: X op co Co 00 N O N 00 Co a' J F- H * CO O Co 00X 0 CO 0 0 co 0' col co Cor, o 1.0 co H . Q ,0 o w J w Q 0 u w ii = J 0 H- WWW.SEGALEPROPERTIES.COM 0 CO LLJ CC w Lu a_ w Li � I W W Dcr) RAWING NUMBER: SHEET:1 OF: 1