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Permit D13-245 - SURFACE ART - TENANT IMPROVEMENT
SURFACE ART 18323 ANDOVER PK W D13-245 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.: 3523049018 Address: 18323 ANDOVER PK W TUKW Suite No: Project Name: SURFACE ART DEVELOPMENT PERMIT Permit Number: D13-245 Issue Date: 09/09/2013 Permit Expires On: 03/08/2014 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: $170,367.00 Fees Collected: $3,494.42 Type of Fire Protection: SPRINKELRS 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 D13-245 Printed: 09-09-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N N • • Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non -Profit: N Water Main Extension: Private: Public: Water Meter: N q Permit Center Authorized Signature: 'LIZ)" C `' Date: l''C 1` I 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: . Date: g//q �3 Print Name: /9(./2i�I LIN� 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. dm: IBC -7/10 D13-245 Printed: 09-09-2013 7: All plumbing and gas piping work shall belected and approved under a separate persued 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 D13-245 Printed: 09-09-2013 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: o1 ©( For o i ice use onl 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 King Co Assessor's Tax No.: 352304-9018 Site Address: 18323 Andover Park West Tenant Name: Surface Art Suite Number: 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 City: 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 - 8-9-11.docx Revised: August 2011 bh New Tenant: Floor: El 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 I of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 170,367 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 m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None El Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes I 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 \2011 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 1st Floor 52,260 V -B S, B2 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None El Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes I 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 \2011 Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES -- • Value 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. Sig �INj ?,,VV ER OR AUTH�ZE�A/' ��0/ J Date: 7/z2/Z0 Print Name: Steven R. Nelson Day Telephone: (206) 396-2011 Mailing Address: P.O. Box 88028 Tukwila WA 98138 City State Zip H:\Applications\Forms-Applications On Line \201 I Appliications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 4 of 4 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-43 1-3670 Fax: 206-431-3665 Web site: http://www.Tukwila WA.gov Parcel No.: 3523049018 Address: 18323 ANDOVER PK W TUKW Suite No: Applicant: SURFACE ART RECEIPT Permit Number: D13-245 Status: APPROVED Applied Date: 07/22/2013 Issue Date: Receipt No.: R13-02580 Initials: User ID: WER 1655 Payment Amount: $3,494.42 Payment Date: 09/09/2013 02:56 PM Balance: $0.00 Payee: SEGALE PROPERTIES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 635296 3,494.42 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: $3,494.42 2,115.10 1,374.82 4.50 Primp i• na-n9-9013 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. �I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 v3 (3-2 Project:_ ` eC A( -P Type pf-Inspection: F-- I NAL._ Address: 1�23 A�(--.) Date Called: Special Instructio s: r� \E' Q Date Wanted: / 7 V- — 14 a_.m: „-p:m: Request Phone No: -/ b -2.01Z_ Approved per applicable codes. Corrections required prior to approval. COMMENTS: - 'trn, A a“ple) =,akL trams ecr: 0.-4A4.. 1 �k. n �d at 6300 N5PECTION Date: Z4-! i FSE REQUIRED ir Prior to next inspection, fee must be Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD 2 --------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 51J Project: DEcoocr Lf__, Type of Inspection: r1ij I Address: 1 9 3 a 3 ra iclNk ,, C7 Date Called: . 1,0 Special Instructions: Date Wanted: (.1L—! 4r1111 Requester: Phone No: ElApproved per applicable codes: Corrections required prior to approval. COMMENTS: p a 0 1 16 IJ Ins P Date: EIPECTION FEE REQUII ED. Prior to ext inspection. fee must be f paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. - - rt INSPECTION NO. INSPECTION RECORD Retain a copy with permit bt3 -2 95 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: ;, Type Inspection: n a , fe—Re Oreo' CALL Address: tVa32 'or -p(&) Date Called: Special Instructions: Date Wanted: - 20-13 TrrttSS. Requester: Phone No: S.A.pproved per applicable codes. Q Corrections required prior to approval. COMMENTS: nspe't Dag:_ ? n REINSPECTION FEE REQRED. Prio!to next inspection, fee must be pa4at'6300 Southcenter B d.. Suite 100. Call to schedule reinspection. • • NNW STRUCTURAL 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 752 18303 Andover Park West, Tukwila, WA Roof Membrane Replacement Steve: It is my understanding that you are anticipating a roof repair for Segale Building 752 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 '/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 THWEST, INC. P.S. .t Dale Kaemingk, P.E', S. Vice President DK:bs CORRE TION ENW Project No: 1306 QT(R# RECEIVED CITY OF TUKwll.A.. SEP 042013 PERMIT CENTEII • 9725 Third Ave NE, Suite 207 • Seattle, WA 98115 206.525.7560 • fax 206.522.6698 www.engineersnw.com Nw STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. We get buildings built. July 16, 2013 SEGALE PROPERTIES 5811 Segale Park Drive C Tukwila, WA 98188 ATTN: Steve Nelson RE: Segale Building 752 18323 Andover Park West, Tukwila, WA Roof Membrane Replacement ENW Project No. 13068000 Steve: REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 6 2013 City of Tukwila BUILDING DIVISION It is my understanding that you are anticipating a roof repair for Segale Building 752 located at 18323 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 adding a new single ply membrane over the existing built-up membrane. Section 3404.3 of the 2012 ICC allows for a 5% increase in the dead load on the roof without requiring modification to the original structural members. By adding a single ply membrane you will be only adding 0.5 pounds per square foot to 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 •RTHWE T, INC., P.S. —Dale Kaemingk, P.E., S.E. Vice President DK:bs 171S--2-Lic RECEIVED CITY OF TUKWILA JUL 222013 PERMIT CENTER Cab', 9725 Third Ave NE, Suite 207 • Seattle, WA 98115 206.525.7560 • fax 206.522.6698 www.engineersnw.com VERSICO ROOFING SYSTEMS A SING( E SOURCE POR SINGI E -Pry July 16, 2013 Ms. Stefani Christian Rainbow Federal, Inc. P.O. Box 1116 Carnation, WA 98014 Re: Segale Building # 752 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. piw+... s... ROOF ING FILE copy REVIEWED FOR CODE COMPLIANCE APPROVED SEP 06 2013 City of Tukwila BUILDING DIVISION 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 RECEIVED CITY OF TUKWILA JUL 222013 D13-2`IS PERMIT CENTER Versico PO Box 1289 Carlisle, PA 17013 Tel: 800-992-7663 Fax. 717-960-4036 Web www.versico.com l'ECHNf CAL DA 'TA BUllElf V ERSlC09$ MP-] PO Y SO FIELD INSULATION Thickness (Inches) 1.00" 1.50" 1.60" 1.70" 1.80" (mm) 25 38 41 43 46 U cQ E MP -H THE I-; MAL VALUES LTTR R -Value" 6.00 9.00 9.60 10.30 10.90 ®p7 Flute Spanability 2 5/8" 4 3/8" 4 3/8" 4 3/8" 4 3/8" Overview RECEIVED CITY OF TUO(WVLA JUL 2 2 2093 PERMIT CENTER R MP -H is a rigid roof insulation panel composed of a closed -cell polyisocyanurate foam core bonded on each side to fiber -reinforced facers. Features 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 Char cteristics 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) VERS CO ROOFING SYSTEMS 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 ?2A0 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 ASTM C1289-06 and CAN/ULC S770 w time weighted average. All PIMA memb advanced standard for R -values measu ichP Elf F: W r CAilki Applications Constructions requiring UL Class A r Single -Ply Roof Systems (Balla 60,4N Attached, Fully Adhered) installation PLO SEP 0 6 2093 r;y 111111tNi X20 NCE IBOVOSOON BALLASTED SINGLE -PLY SYSTEMS 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. 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 TECHNDCA_, DA TA U l d C 7 D N 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). MP -H Codes and Compliances ASTM C1289-06, Type 11, 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 CHAIRACTERISTI1CS Property Compressive Strength Dimensional Stability Moisture Vapor Transmission Water Absorption Service Temperature Test Method ASTM 01621 ASTM 1289-06 ASTM 02126 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/(Pa°semi)) < 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 POLVISO BONDED TO COATED GLASS FACER MP -HF POLYISO BONDED TO FOIL MP-HWF POLYISO BONDED TO WOOD FIBERBOARD MP-HNB POLVISO 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 SG/P0® Foamed plastic as roof deck construction material with resistance to an Internal fire exposure only for use in construction no.(s) 120 and 123. He See UL Directory of Products Certified for Canada and UL Roofing Materials and Systems Directory. 99DL. PR The Certified LTTR-value 6NERG1'E AR .AeamiriSN,c0 a 44.gormaii.B4 .rnotN i ,rr+5,1 Ceinsa oemil triflatt4 04 .imn _inv t,`,-,ry m149001 Rei -i 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 (Wbite, 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" MinJ Base Sheet 1" 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 2" Min. Unlimited Unlimited Existing UL Rating Retained Non -Combustible or Combustible None — Direct to min. s r IV Smooth Asphalt BUR, Mineral Cap Sheet , , ,k e„ : , .n .. a.•. . e. in! a-. 1, 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" I '1':i. ':: ..- . 1•. -'.:-. Polystyrene over Existing Smooth or Gravel Surfaced Asphalt BUR (gravel maintained at 400 lbs/sq.), mineral cap sheet or Modified Bitumen 3/8" Min. 1/4" 1/4" Versico FR Base Sheet, Atlas FR -10 Slip Sheet or Elk Versashield over Pactiv Amocor PB6 Fan- Folded Extruded Polystyrene over Existing Gravel Surfaced Asphalt BUR (gravel can be removed) or Mineral Cap Sheet Base Sheet/ 3/8" Min. N/A 1/4" Max. 3/4" DOW Styrofoam over existing gravel surfaced BUR (gravel maintained) (5) 3/4" Max. N/A 1-1/2 Max. 1" DuraPink over minimum Class C smooth or gravel surface (gravel maintained) BUR, mineral cap sheet or Modified Bitumen Max. 1" 1" 1" Notes: (1) When multiple insulation layers are listed (i.e., Recovery Board/Polyiso), the insulation listed first (Recovery Board) is directly under the membrane. (2) Insulation joints (bottom layer) are to be staggered a minimum of 6" from joints in wood deck. (3) Combustible deck ratings can be used on non-combustible decks. • (4) Acceptable G2 base sheets can be one of the following; Celotex Type G2 Vaporbar GB, GAF Gafglas No. 75 Base Sheet, Manville Glasbase, Owens Coming Perma Ply No. 28 or Tamko Glass Base. Versico FR Base Sheet may also be used. (5) Assembly acceptable for white VersiWeld membrane only. 602209 VersiWeld Codes RECEIVED CITY OF TUKWILA JUL 222013 PFRII/IIT t MTGo 19,---24� U E C H N U Al D A U G=al m U l l E U O N PERIMETER INSULATION 'MEMIJ AP IJ POMO •r 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 nd Benefits Tapered 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 R( CEOVED COW OF TUKWILA JUL 2 2 2013 PERANVF CENTER vERsoco 16 S MILE COPV CC205.9. BP. ^+ n _ o Panel Char •: reristics P. • Available in 4' x 4' (1220 mm x 1220 mm) in thickness of (12 mm) minimum to 4.0" (102 mm) maximum in a single layer Available slopes are 1/16" (2 mm), 1/8" (3mm), 3/16" (5mm), 1/4" (6.mm); 3/8" (10 mm) and W' (12mm) per foot . Available in two grades of compressive -strengths._ , per ASTM C1289 -06a, Type Il, 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) .7] 1.25- . 5` 2.25' 2. 5• 3.25" ..-, 1= P•• SLOPE— is REFERENCE . FILL BELOW a + w ] a ] S 1.s. ISO 1.0 55 55, 552 FILL BELOW 1.25 A SINGLE SOURCE FOR SINGLE -PLY ROOFING Versrco, PO Box 1289, Carlisle, PA 17013 Tel: 800.992.7663 Fax: 717.960.4036 Web: www.verslco.com TECHAOCA_ DATA 3 D uJ Er ok Installation 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 Codes Compliances .) nd 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-1-1972/GEA( has been replaced. FLORIDA BUILDING CODE APPROVAL FL#1296 MIAMI-DADE COUNTY, FLORIDA NOA NO: 04-1018,01 Underwriters L•.boratories, 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 L�„ .,T" -'"'-'7''''"''-Z-:'"='-7---' [ areAprzti 44.4rrtrry r `lrr;Ari - '4,7 • TYPOCAL PIBOPI RTlES AND CHARACTE lSToCS POLYfSO (FOAM CORE ONLY Property Compressive Strength Dimensional Stability Moisture Vapor Transmission Water Absorption Service Temperature Test Method ASTM D1621 ASTM 1289-06 ASTM 02126 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 MP -HCG POLYISO BONDED TO COATED GLASS FACER MP -HF POLYISO BONDED TO FOIL M P -H N B 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 SII itYMark The Certified LTTR-value ENERGY(S��R, t.`.ialrj(0.'.nirrTJ1v..jerwidui«kirentithVilNlvrmrriyrgitnrai!aivaiYlre49,..pigr ti*Tlr raratiLaniitu r..?7+)IxgydlifioRx)'nw'@tj V E C a OBJ 0 C Q d D Q VERSMRD® I ORC1 D PO MEM Overview Versico's VersiWeld membrane is a premium heat -weldable single -ply thermoplastic polyolefin (TPO) 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 XTTM', 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 �—� VERSICQ ---- ------ ROOFING SYSTEMS UILLEVEIRO CITY OF TUKWILA BRANE JUL 22 2013 PERMIT 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® (Leader and Environmental Design) credits. T . VersiWeld are ENERGY STAR®"-qualifi Title 24 compliant. 1pFOR C APPROVED Features and Benefits SEP 0 6 2Di3 • Outstanding puncture resistanc Chlorine -free with no halogena ed fl :14 r gAmoo &ALOo NG DOMOSOOM • Plasticizer -free; does not contain 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 permeance and water absorption • Hot -melt extrusion processed for complete scrim encapsulation • Warp -knitted fabric (not woven) for smooth surface and greater thickness over scrim • VersiWeld TPO is 100% recyclable (refer to Versico's Recyclability Statement) Installation DOS_ 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 Versico Mechanically Attached Roof 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 Verslco, PO Box 1289, Carlisle, PA 17013 Tel: 800.992.7663 Fax: 717.960.4036 Web: www.verslco.com J E C U U U V E \J & L7 -J & V' V IS IS � U O U V HPV -XL Plates. Adjoining sheets of VersiWeld membrane are overlapped over the fasteners and plates and joined together with a minimum 1'/z -inch (4cm) wide hot-air weld. The Versico Fully Altered Rooting 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. 3. 4. 5. 6. Surfaces may become slippery due to frost and ice buildup. Exercise caution during cold conditions to prevent falls. 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. Use proper stacking procedures to ensure sufficient stability of the rolls. Exercise caution when walking on wet membrane. Membranes may be slippery when wet. 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 - • 'or to hot-air welding. TYPICAL PROPERTIES AND CHARACT; RISTICS Physical Property ASTM D6878 Requirement Tolerance on nominal thickness, % +15, -10 ASTM D751 test method Thickness over scrim, in. (mm) 0.015 min ASTM D6878 optical method, (0.381) average of 3 areas Breaking strength, lbf (kN) 220 (976 N) ASTM D751 grab method min Elongation break of reinforcement, % 15 min ASTM D751 grab method Tearing strength, lbf (N) 55 (245) min ASTM D751 proc. B 8 in. x 8 in. Brittleness point, °F (°C) -40 (-40) max ASTM D2137 Unear dimensional change, % ± 1 max ASTM 01204, 6 hours at 158°F Ozone Resistance, no cracks 7X PASS ASTM D1149, 100 pphm, 168 hrs Water absorption resistance, mass % ± 3.0 max ASTM D471 top surface only 166 hours at 158°F water Factory seam strength, lbf/in (kN/m) 66 (290) min ASTM D751 grab method Field seam strength, lbf/in (kN/m) No requirement ASTM D1876 tested in peel Water vapor permeance, Perms No requirement ASTM E96 proc. B Puncture resistance, lbf (kN) No requirement FTM 101C, method 2031 (see supplemental section) Properties after heat aging ASTM D573, 32 weeks 240°F Breaking strength, % retained 90 min Elongation reinf., % retained 90 min Tearing Strength, % retained 60 min Weight change, % ± 1.0 max Typical Weights 45 -mil 60 -mil 80 -mil ±10 ±10 ±10 0.018 typ 0.024 typ 0.034 typ (0.457) (0.610) (0.864) 225 (1.0) min 250 (1.1) min 350 (1.6) min 320 (1.4) typ 360 (1.6) typ 425 (1.9) typ 15 min 15 min 15 min 25 typ 25 typ 25 typ 55 (245) min 55 (245) min 55 (245) min 130 (578) typ 130 (578) typ 130 (578) typ -40 (-40) max -40 (-40) max -40 (-40) max -50 (-46) typ -50 (-46) typ -50 (-46) typ ± 1 max . ± 1 max ± 1 max -0.2 typ -0.2 typ -0.2 typ PASS PASS 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 ± 3.0 max 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 t3.0max 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) typ 90 min 90 min 90 min 90 min 90 min 90 min 60 min 60 min 60 min ± 1.0 max ± 1.0 max ± 1.0 max 0.23 lb/ft2 (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 uc . his data and Information is intended as a guide and does not reflect the specification range for any particular property of this product. UECHNCAIL DA 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. Neat 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. VERSICO EXTREME TESTING - HEAT AGING ASTM Requirement Verslweld Requirement ASTM TEST 240°F 32 weeks 52 weeks' Versico 275°F N/A Extreme Test 'Comparable to 1,024 weeks (20 yrs) at 185°F for 6 hrs/day. 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/m). VERSICO EXTREME TESTING - XENON -ARC VersiWeld Results ASTM TEST ASTM D6878 45 -MIL 60 -MIL 80 -MIL REQUIREMENT kJ/m2 at 340 nm 10,080 17,640 20,160 27,720 1 • 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. o 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. Supplemental Approvals, Statements and Characteristics: 1. VersiWeld TPO meets or exceeds the requirements of ASTM D6878 Standard Specification for Thermoplastic Polyolefin Based Sheet Roofing. 2. Radiative Properties for ENERGY STAR, Cool Roof Rating Council (CRRC) and LEED. ENERGY STAR initial solar reflectance ENERGY STAR initial solar reflectance after 3 years Test Method White Tan Gray TPO TPO TPO Solar Spectrum 0.87 0.68 N/A Reflectometer Solar Spectrum 0.83 0.64 N/A Reflectometer (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) LED 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. LEED INFORMATION Pre -consumer Recycled Content 10% Post -consumer Recycled Content 0% Manufacturing Location(s) Senatobia, MS Tooele, UT Solar Reflective Index 110 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-lbf) 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). terkgir. (46 tm`U'tiiktrLt, I.[7 'IR?!&V. ITa'PL•xaco re* rite IfT0iT4*,01 W naoft Rae K9gto7?8IT:1444riglW IIIICK) MOO' mama* MIIIrdra raa 1esau t]xmmmOO IMO at *MINIM r natbcoo r 7/1/2014 City of Tukwila Department of Community Development STEVE NELSON PO BOX 88028 TUKWILA, WA SEATTLE, WA 98138 RE: Permit No. D13-245 SURFACE ART 18323 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 8/5/2014. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 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 8/5/2014, 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, --Pr/L Bill Rambo Permit Technician File No: D13-245 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 2/3/2014 City of Tukwila Department of Community Development STEVE NELSON PO BOX 88028 TUKWILA, WA SEATTLE, WA 98138 RE: Permit No. D13-245 SURFACE ART 18323 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 3/19/2014. 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 3/19/2014, 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, J nnlfe Marshall Pe it echnician File No: D13-245 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 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 D13-245 Surface Art —18323 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. D13-245 W:IPermit CenterlCorrection Letters120131D13-245 Correction Letter #I.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: Surface Art Permit #: D13-245 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: D13-245 PROJECT NAME: SURFACE ART SITE ADDRESS: 18323 ANDOVER PK W Original Plan Submittal X Response to Correction Letter # 1 DATE: 09-04-13 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS. et. B ng Ivlslon I i Public Works n Fire Prevention Structural Planning Division Permit Coordinator I 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 El Ping 0 PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route IX1 Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: n APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 10-03-13 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ ' Fire 0 Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 41'ERMIT COORD COPY • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-245 DATE: 07/22/13 PROJECT NAME: SURFACE ART SITE ADDRESS: 18323 ANDOVER PK W X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Public Works Aue\ ikyA--14-1—t3 • Fire Prevention Structural Planning Division E ❑ Permit Coordinator ❑ 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 REVIEWER'S INITIALS: Structural Review Required No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/20/13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) �-- Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire 0 Ping ❑ 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://www.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: D13-245 ❑ 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: Surface Art Project Address: 18323 Andover Pk W Contact Person: S t eve Nelson Phone Number: 206 3 9 6- 2 011 Summary of Revision: 1. Revised roof narrative for R-15 insulation. 2. Revised Engineers Northwest letter for R 15 insulation. 6`D"`4 e= TUKVVI A SEP 04 20131 Sheet Number(s): • 1 "Cloud" or highlight all areas of revision including date o C Received at the City of Tukwila Permit Center by: q,L4-t-4) --NEntered in Permits Plus on R \applications\forms-applications on line\revision submittal Created: 8-13-2004 a. Rzvtse... S PLAN REVIEW CHECKLIST - (Nonstructural) Permit App. L7/ ?"-- By: By: IBC Edition /2 & State Amend. Date: 7— (9'1_" Project title: +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 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 special detailed requirements based on use and Occupancy. Review for conformity with Type of Construction requirements of Chapter 6. Review for conformity with Fire and Smoke protection features of Chapter 7. Review for conformity with requirements of interior finishes of Chapter 8. ,45- Review for conformity with requirements for fire protection systems of Chapter 9. 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 11d ICC A117.1 Review for conformity with Washington State Energy Code. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ✓ In circle = topic has been reviewed for the application. X In circle = topic is not relevant to proposed scope of work. Contractors or Tradespeople Peter Friendly Page • General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name 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 DateLA Status LAPIALP055MZ 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 1 SAFECO INS CO OF AM 6115146 02/18/2010 Until Cancelled Bond Amount $12,000.00 Received Date 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 $1,000,000.0003/28/2013 4 Alaska National Insurance Co 12DLS31006 04/01/2012 04/01/2013 $1,000,000.0003/30/2012 3 Alaska National Ins Co 11 DLS31006 04/01/2011 04/01/2012 $1,000,000.00 03/29/2011 2 ALASKA NATIONAL INSURANCE COMP 10DLS31006 04/01/2010 04/01/2011 $1,000,000.0003/31/2010 1 ALASKA NATIONAL INSURANCE COMP 09DLS31006 02/18/2010 04/01/2010 $1,000,000.0003/31/2009 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 09/09/2013 z 0 17-7- =a < J D V7 Z if) I tx0 LL D w U-) w I') O CV 1 d- 0 1 0) 0 410' '--- - 10 . DGI Ii< Da >< DQ >< DGI >< FILE COPY Permit No. P24 o EXISTING SMOKE VENTS Plan review approval is subject to errors and omissions, >.< [>.< >.< ea Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions isacknowledged: By. 1/7-3.) ......_ 9/q/3 _ .. _ .. _ Date Da Da City Of Tla 12 62'-6" .• BUILDING DIVISION co III - -- - - - - - - - - - - - - - - S- GALE DRO- TIE IAL * COMMERCIAL * AGRICULTURAL * NATURAL RESOUR PO Box 88028 * TUKWILA, WA. 98138-2028 5811 SEGALE PARK DRIVE "C" * TUKWILA, WA. 98188-L4 TELEPHONE 206 575-2000 * FAX 206 575-1837 WWW. SE GALEPROPERT I ES. COM fel 210' - 00E- 199'-6'> 12'-6" PLA\ 1,' - - 1'-0" 32 \\Ilk 0 J, 1 I' 4 pp I 0 - , I'II Pr SOUTHCENTER In BLVD 3J L 3 I N G STAT S T I C S: REVIEWED FORSTRANDER FLOOR AREA: 52,260 SQ FT ROOF AREA: 52,953 SQ FT 1 � --� CODE COMPLIANCE APPROVED SEP o 6 2013 kr-n/'' City of u ilio BUILDING ISION 1 i TUKWILA a " a w 4 MINKLER BLVD � $ Wz<zN 000m8X 33wzwy � N 18 wL N 0 _ SEPARATE PEiliT v::: ON 1\ OOF \IARATIV-: a REMOVE EXISTING BUILT-UP ROOFING. (.... Mechanical � Electrical TRILAND E INSTALL NEW 2 2" RIGID INSULATION ON ROOF DECK.. INSTALL NEW 60 MIL TPO ROOF MEMBRANE. Plumbing Gas Piping 1BOTH ST CO SBP "D" C.%7 u City of Tukwila BUILDING DIVISION r A W --- 1------- PROJECT SITE sBA .C., • '''* RECEIVED Y rn �11, >Q> LU 2\.� 0 W J '- O C.J w N 3 w L ___•-__,_ REVISIONS VICINITY MAP CITY OF TUKWILA _ ._ No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NTS SEP 0 4 2013 PROJECT NUMBER: x NOTE: Revisions will require a new plan submittal PERMIT CENTER and may include additional plan review fees. $ CORRE TION DRAWING NUMBER: LTR# b \ 3 ..... ).... Lt 5 SHEET:1 OF: 1