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HomeMy WebLinkAboutPermit D18-0284 - SAPHIRE - STRUCTURAL ROOF UPGRADESAPHIRE- STRUCTURAL ROOF UPGRADE 14220 INTERURBAN AVE S 150 D18-0284 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 3365901881 Permit Number: 14220 INTERURBAN AVE S 150 Issue Date: Permit Expires On: SAPHITE - STRUCTURAL ROOF UPGRADES D18-0284 10/3/2018 4/1/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: SHELBY COMPANY LLC-FWC 1015 3RD AVE #900 INTEGRATED REAL ESTATE SVCS, SEATTLE, WA, 98104 LAWRENCE HOUSTON 10002 17 AVE NE , SEATTLE, WA, 98125 PATTISON GENERAL CONTRACTOR 15235 NE 90TH ST BLDG U, REDMOND, WA, 98052 PATTIGC917C7 SAPHIRE 14220 INTERURBAN AVE S - SUITE 150 , TUKWILA, WA, 98168 Phone: (206) 525-0053 Phone: (425) 978-8222 Expiration Date: 3/1/2019 DESCRIPTION OF WORK: STRUCTURAL ROOF UPGRADES Project Valuation: $23,647.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $997.18 Occupancy per IBC: A-2 Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: Date: ioN I hearby 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: hV 1.) -to ?Au Date: IO -3- iR This permit shall become null and void if the work is not commenced within 180 days for 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 PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 5: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: 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. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 11: 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. 12: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REWIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0409 FRAMING 4046 SI-EPDXY/EXP CONC CITY OF TUKQA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. "' 0,-$ 1-% Project No. Date Application Accepted: �1 Date Application Expires: et 'IP `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 King Co Assessor's Tax No.: Site Address: 14220 Interurban Ave S. Building A Tukwilla. W� Tenant Name: Sapphire Suite Number: 150 Floor: First PROPERTY OWNER NER Name: Lawrence Houston Name: 1m 1 I 7 6ADM.y LLL Phone: (206) 526-1373 Fax: Address: 17f ; /d 5p Z70c' City: City: X477/ i State: V* Zip: ('� ,,% CONTACT PERSON — person receiving all project communication Name: Lawrence Houston Address: 10002 17th Ave NE City: Seattle State: WA zip: 98125 Phone: (206) 526-1373 Fax: Email: lawrencehouston@comcast.net GENERAL CONTRACTOR INFORMATION Company Name: Pattison General Contractor Address: 15235 NE 90th Street Buiiing U City: Redmond State: WA Zip: 98052 Phone: (425) 497-8222 Fax: Contr Reg No.: PATTIGC917C7 Exp Date: 12/31/2018 Tukwila Business License No.: BUS -0992772 H: ApplicationslFormvApplications On Line \2011 Applications\Permit Application Revised - 8-4-11.docx Revised: August 2011 bh New Tenant: El Yes l ..No ARCHITECT OF RECORD Name: Self Funded Company Name: Lawrence Houston Arch Architect Name: Lawrence Houston Address: 10002 17th Ave NE City: City: Seattle State: WA Zip: 98125 Phone: (206) 526-1373 Fax: Email: ENGINEER OF RECORD Name: Self Funded Company Name: DCI Engineers Engineer Name: Brent Robinson Address: 818 Stewart Street Suite 1000 City: city: Seattle State: WA zip: 98101 Phone: (206) 332-1900 Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Self Funded D y {Nuyw�+ , Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIO 206-431-3.670. Valuation of Project (contractor's bid price): $ 23,647 Describe the scope of work (please provide detailed information): Structural roof upgrades Will there be new rack storage? ❑ Yes Existing Building Valuation: $ m.. No If yes, a separate permit and plan submittal will be required. rovide AH Building Areas in Square Footage II clow: Floo 19,064 1,500 0 Constmctton per VB Typesa ecupancy per.; A-2 Floor ie Accessory Structure* Attached arage >. 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: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Floor area of accessory dwelling: Number of Parking Stalls Provided: Standard: Compact: Handicap: Will:there be a charge lin use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 2 Sprinklers LZ 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 ata Sheets. SEPTIC S=YSTEM: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate' sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 0 ...Mater Availability Provided Sewer District ❑ ...Tukwila 0 ...Sewer Use Certificate 0 .. Highline ❑...Valley View 0 .. Renton 0... Sewer Availability Provided ❑ .. Renton 0 .. Seattle 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. Submitted with. Application (nark , x,es whit an tv): ❑ ...Civil Plans, (Maximum Paper Size , 22"x 34r) ❑ ...Technicat information Report (Storm' Drainage) ❑ .. Oeot'echnicai Report ❑ ...Bond ❑ .. Insurance 0 .. Easement(s) 0 .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance ❑...:Ccmction//Exvativn/Fill - Right-of-way a❑ Non Right -of --way 0 ...Total Cut ❑ ...Total Fill cubic yards cubic yards D... Traffic Impact Analysis ❑...Hold Harmless — (SAO) 0... Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance © .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer 0 .. Abandon Septic Tank 0 .. Grease Interceptor 0 ...Cap or Remove Utilities 0 .. Curb Cut 0 .. Channelization 0 ...Frontage Improvements 0 .. Pavement Cut 0 .. Trench Excavation ❑ ...Traff c Control ❑... Looped Fire Line ❑ .. Wiry Uhadergrolsttaling. 0 ...Backflow Prevention.- Fire Protection " Irrigation " Domestic Water 0 ...Permanent Water Meter Size... " 0 ...Temporary Water Meter Size .. " ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public 0 Private ❑ #❑ ...Water'2+Jlairi5a rtsion :Private ❑ 35 WO# WO # WO # ❑...Deduct Water Meter Size >f FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip, Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8.9-11.docx - . Revised: August 2011 bb Page 3 of 4 o PERMIT APPLICATION NOTI 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 B:uilding.Offieial 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. BUII.DING OWNF�R OR AUT I�Z AGENT: Signature: l/ G Date: 09/05/2018 Print Name: Lawrence Houston Day Telephone: (206) 525-0053 Mailing Address: 10002 17th Ave NE Seattle WA 98125 H:Wpplications\Forms-Applications On Line \2011 Applications'Permit Application Revised - 8-9-11.docx Revised: August 2011 bh City state Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $997.18 D18-0284 Address: 14220 INTERURBAN AVE S 150 Apn: 3365901881 $997.18 DEVELOPMENT$968.59 PERMIT FEE R000.322.100.00.00 0.00 $571.87 PLAN CHECK FEE R000.345.830.00.00 0.00 $371.72 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $28.59 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15345 R000.322.900.04.00 0.00 ' $28.59 $997.18 Date Paid: Thursday, September 06, 2018 Paid By: THE SAPPHIRE NETWORK Pay Method: CHECK 7331 Printed: Thursday, September 06, 2018 1:28 PM 1 of 1 - - -, SYSTEMS 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) 438-9350 Project: ‘4P /lag F Type of Inspection: 61- - EP e Address: /qz2 —rn ,�, ofA O Date Called: $- Speci structions: ` 3 /a e „..� 4 Date Wanted: 'r+` 7 .m. .m. Requester: P-ione NSs6_Lill 36. I \ I Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: f7 Q Date:/ ^12eI, REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 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) 438-9350 Project:s oAPh)re Type of Inspection: i -r 011 NO o=yr, a..t/ S. Address: dd `� 03.1....-- /-V1id 00e4e NN�►'� E, iiul� la. l (/ESpeciiaal_Instructions: ( cte S nkc.�-keia. 'o f L4 r (' g r Wanted: ® c 1 -1 e -Z®i ! a.m� p.m. Requester: - Phone No: ElApproved per applicable codes. Corrections required prior to approval. a COMMENTS: , f. 1 ter- _079 g34 _94/4 NO o=yr, a..t/ S. cfr-1-4 7CM <R5iNsPcrfiCo Inspector: 1,5 Date: / e/q REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 �'2 ozo 4 Project: 54-NttZe •- ' Type of Inspection: al tr.J ►,..iC. -Mit-44--- Cv-4f---Address: Address: 1 y2zo oriawle4i aw Date Called: • Special Instructions: Date Wanted: -TT- p.m. 0011-7 r d49 yn'eels- A IC4 1) (911 rle-----a+ n-eid— feyrc,--k le, Phone No: 2, / cx c,IL s , ti / 1 ❑ Approved per applicabl des. Corrections required prior to approval. COMMENTS: ' I t...%1aJ4 -NA.t ) le)- Nwrvzbe..-- 0011-7 r d49 yn'eels- A IC4 1) (911 rle-----a+ n-eid— feyrc,--k le, 2, / cx c,IL s , ti / 1 -1 ' fill// L-et`f 4-, f6r Date%3r _ ?/2 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copywith permit INSPE SN N0- Dt8-02g1 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 P oject::6. .D YYtTo 1 -3 et, Tv a of Inspection: ,J/ FN/6 4 .ZtArtvi J E 5.T.- /fix; CoArViDeWnted Special Instructions: Jr'�Y4�[.A. q,R$i �' +r Requester: oNl4'"�%(,l✓ Phone2.14" ! ^ 5-25:- 6a5-3 ArdtpkEi ElApproved per applicable codes. COMMENTS: FrA m tkr3 Corrections required prior to approval. r etSpee(-10,45 • sa - gicuy/e290 etyx Sciodpit Spe-e4 ir+spe4esc Inspector_ nn WC Date: I/ _ / - 2C1ce REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. intertek Building Inspections City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 RE: Permit No. D18-0284 Project Number: 07121894 December 4, 2018 Professional Service Industries, Inc. 20508 56th Ave. W 1 Suite 104 1 Lynnwood, Washington 98036 Phone: (425) 409-2504 Fax: (425) 582-8193 We have completed the requested special inspections on the subject project. All work requiring special inspection was, to the best of this agency's knowledge, inspected and reported as specified on permit documents. Project Name: Sapphire Project Address 14220 Interurban Avenue S, Tukwila WA 98168 Permit No. D18-0284 We have completed the requested special inspections on the subject project. All work requiring special inspection was, to the best of this agency's knowledge, inspected and reported as specified on permit documents. • Epoxy Anchors • Roof Diaphragm nailing If there are any questions regarding this letter please contact PSI at (425) 248-2404. Respectfully submitted, Professional Service Industries, Inc. Deborah Priest, P.E. Principal Consultant Eric Allen, El Branch Manger www.intertek.com/building Bill Centen From: Brannigan Heenan <branniganh@pattisongc.com> Sent: Friday, January 18, 2019 8:19 AM To: Bill Centen Subject: RE: Saphire TI - permit # D18-0284 Attachments: Special Inspector - Final Letter D18-0284.pdf; SR Building - Roofing patch -in with pictures.pdf; Special Inspector Field Report - Epoxy Anchors - 11.2.2018 jpg; Special Inspector Field Report - Seismic Blocking Nailing - 11.2.2018 jpg Brannigan Heenan 1 Project Manager Pattison General Contractor 15223 NE 90th Street, Suite 140, Redmond, WA 98052 C: 206-856-4436 W: 425-497-8222 F: 425-497-8223 BRANNIGANH@PATTISONGC.COM WWW.PATTISONGC.COM Smart building inspired by special clients From: Brannigan Heenan Sent: Wednesday, December 26, 2018 2:10 PM To: 'Bill.Centen@tukwilaWA.gov' <Bill.Centen@tukwilaWA.gov> Subject: RE: Saphire TI - permit # D18-0284 Afternoon Bill — Following up to see if you have everything you need to get this one signed off, or if I we need to schedule a second on site inspection. Please let me know. Brannigan Heenan I Project Manager Pattison General Contractor 15235 NE 90"' Street, Bldg U Redmond, WA 98052 C: 206-856-4436 W: 425-497-8222 F: 425-497-8223 BRANNIGANH(a,PATTISONGC.COM WWW.PATTISONGC.COM Smart building inspired by special clients From: Brannigan Heenan Sent: Tuesday, December 18, 2018 11:25 AM To: 'Bill.Centen@tukwilaWA.gov' <Bill.Centen@tukwilaWA.gov> Subject: Saphire TI - permit # D18-0284 Hello Bill — We have completed the seismic upgrade and special inspections you and I discussed, and I have attached the following: Special Inspector Final Letter Special Inspector Field Report for epoxy anchors Special Inspectors Field Report for Seismic Blocking Nailing Roofers report with pictures When we met last time I understood that another on site inspection would not be required if I submitted all my special inspection paperwork. Please let me know if that is correct, or if you need anything from me to close this project out. 1 Brannigan Heenan 1 Project Manager Pattison General Contractor 15235 NE 90t Street, Bldg U Redmond, WA 98052 C: 206-856-4436 W: 425-497-8222 F: 425-497-8223 BRANNIGANH@PATTISONGC.COM WWW.PATTISONGC.COM Smart building inspired by special clients CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. 2 SR Building Services, LLC. 8523 216th St. SE Woodinville, WA 98072 (425) 558-7770 Pattison General Contractor 15235 NE 90th Street Bldg U Redmond WA 98052 SR Building Services, LLC Roofing • Waterproofing INVOICE DATE 11/14/2018 DUE DATE 12/14/2018 INVOICE # 230008 Job # 230008 PROPERTY: 14220 Interurban Building 14220 Interurban Avenue South Tukwila, WA 98168 DESCRIPTION Applied five torch patches per Brannigan. AMOUNT $2,462.50 BALANCE DUE $2,4P$2,sn Please make all checks payable to: SR Building Services, LLC. Terms: Payment due 30 days after receipt. Service charge of 1.5% per month, annual rate of 18% charged on past due amounts. All charges are deemed valid and owing unless written notification of disputed charges is made within 14 days. If you have any questions about this invoice, please contact Karen Massengale at admin@srbldgservices.com Thank you for your business. SR Building Services, LLC Roofing • Waterproofing • Problem: New Penetration Flashin. (Bur Property: 14220 Interurban Building 14220 Interurban Avenue South Tukwila, WA 98168 INVOICE # 230008 Job #: 230008 Pattison General Contractor 15235 NE 90th Street Bldg U Redmond WA 98052 Distributed By: SR Building Services, LLC. Date dispatched: 11/09/2018 Time dispatched: 12:22 PM PST Acknowledged: 11/13/2018 01:25 PM Signed: Gerardo Santos Prepare surface for permanent flashing of penetration to industry standard. Corrective Action: Installed self -adhered base with APP Granulated memberane or re-inforced poly -urethane fluid applied resin. intertek CLIENT: • Special Inspection Daily Field Repo PROJECT: General Contractor: WORK ORDER NO.. 7'1 ancrrcn"roa Suite 104 20508 56th Wa 98036 Lynnwood, 6 (425) 4pg-2504 Permits: Dig -u2k�l O Reinforced Concrete ❑ Reinforcing Steel ❑ Structural Masonry ❑ Soils Weather: c Type of Inspection Performed O High Strength Bolting 0 Fireproofing O Welding Other Field Observations & Comments ^%� Special Inspection Continuous Periodic New Inspection 0 Re -Inspection Standby Time: �— Referenced Details/Drawings: Remarks: 06-1.1«r-rA- 0t,c- s iii ,,1\ v ,�r,a 9 \. \ . �.: t, t t +it � e'2" rn v', r h saw 'I k if '1% ' i --Al) Aoe� fcLv..in F.1hivA - s,e4` v.i 1, ro.pd 09,10..1,%/C- 0\); - ,i"T he approved construction documents are: any other laxations or elevations. This report may not be reproduced, except in futt without tntertek CLIENT: Special Inspection Daily Field Report WORK ORDER NO.: Chi ;+ II IICI tCK'rou suite 104 20' 56thwA A. Lynnwood, (425) 409-2504 General Contractor: Permits: n. scrv- ❑ Reinforced Concrete ❑ Reinforcing Steel Weather: C 6 Type of Inspecti n Performed 0 Structural Masonry 0 High Strength Bolting 0 Fireproofing ❑ Soils 0 Welding Lel Other j."., • i j New Inspection ❑/�1�,Re-Inspection '\Standby Time: rlelu Vu,el VdululIJ Q 1A u111111C11ta 1..,,111 rr11‘ii 001111..11 jr, 11111 Loccatrc n(s)tltem(s): / f, I ( e) " n( 1 GI OC kti v,,1if, -Iv,..v✓A 51,1y, lAii"` i ie 019 e -C 6Ct '` 0,..,, ` 6''c.. 1 \;., -) A) 6 \A-11 s\:)..1......' 1 1 1 K Remarks: 1 ( j / ! "\t' AlaV C. L./r,V V a 1-1—\-\r-', n Ole (I l t r'..c AIL,"AIL,"5 ("OC -c v 40 Oc cvt.✓S� f�OV\ 7 G 1G 'F� . /n1)ti)xo, ! lntertek CLIENT: PROJECT: Special Inspection Daily Field Report WORK ORDER NO.. 71 uuCl/Cn roi Suite 104 Lynnwood, 20508 nth WA 98036 (425) 409-2504 General Contractor: Permits: 0 Reinforced Concrete ❑ Reinforcing Steel Weather: C Type of Inspection Performed ❑ Structural Masonry 0 High Strength Bolting 0 Fireproofing ❑ Soils ❑ Welding XOther (KNew Inspection �] Re -Inspection `"'\\Standby Time: Special Inspection %Continuous Periodic Location(s)/Item(s): s ` S . I I Alll r o) e , a' { T .3 - e 3rS a vvx i 1 r lrovf l.lkt vi Yh 143A" i - 7..�- -R% °.° "2 'IV Z 23401 - 61000th Referenced Details/Drawings: Remarks: b b r'r✓e 441e A Atte r e . S Sts, " X 11 \-11Nrx i (a- frri 44 1,1�,1[;,,� 1! r VU2 El.. .11 t\ .elne .1� Vlo)e!�►.1'e . F�` v� S f IVIo 4A, L A >r�t (I P 10-1 ' VC- 1) I\ ', - )'kI WI !, erh, I -)R i i d to the approved construction documents are: represent eny other locations or elevations. This report may not be reproduced, except in ful►, withwd SR Building Services, LLC Roofing • Waterproofing Q Problem: Puncture in Membrane Property: 14220 Interurban Building 14220 Interurban Avenue South Tukwila, WA 98168 INVOICE # 230008 Job #: 230008 Pattison General Contractor ' 15235 NE 90th Street Bldg U Redmond WA 98052 Distributed By: SR Building Services, LLC. Date dispatched: 11/09/2018 Time dispatched: 12:22 PM PST 07✓ Acknowledged: 11/13/2018 01:25 PM Signed: Gerardo Santos Membrane has a puncture hole. This can be caused by negligence, birds, storms, and other unforseen conditions. Corrective Action: Force dried, cleaned, installed 3 course of modified/rubberized asphalt mastic, fiberglass reinforcement, and mineral granular UV protective surfacing. tntertek Building Inspections City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 RE: Permit No. D18-0284 Project Number: 07121894 December 4, 2018 Professional Service Industries, Inc. 20508 56th Ave. W 1 Suite 104 1 Lynnwood, Washington 98036 Phone: (425) 409-2504 Fax: (425) 582-8193 We have completed the requested special inspections on the subject project. All work requiring special inspection was, to the best of this agency's knowledge, inspected and reported as specified on permit documents. Project Name: Sapphire Project Address 14220 Interurban Avenue S, .Tukwila WA 98168 Permit No. D18-0284 We have completed the requested special inspections on the subject project. All work requiring special inspection was, to the best of this agency's knowledge, inspected and reported as specified on permit documents. • Epoxy Anchors • Roof Diaphragm nailing If there are any questions regarding this letter please contact PSI at (425) 248-2404. Respectfully submitted, Professional Service Industries, Inc. Deborah Priest, P.E. Principal Consultant Eric Allen, El Branch Manger www.intertek.com/building SR Building Services, LLC. 8523 216th St. SE Woodinville, WA 98072 (425) 558-7770 Pattison General Contractor 15235 NE 90th Street Bldg U Redmond WA 98052 SR Building Services, LLC Roofing • Waterproofing INVOICE DATE 11/14/2018 DUE DATE 12/14/2018 INVOICE # 230008 Job # 230008 PROPERTY: 14220 Interurban Building 14220 Interurban Avenue South Tukwila, WA 98168 DESCRIPTION Applied five torch patches per Brannigan. AMOUNT $2,462.50 BALANCE DUE $2.4R2.sn Please make all checks payable to: SR Budding Services, LLC. Terms: Payment due 30 days after receipt. Service charge of 1.5% per month, annual rate of 18% charged on past due amounts. AR charges are deemed valid and owing unless written notification of disputed charges is made within 14 days. If you have any questions about this invoice, please contact Karen Massengale at admin@srbldgservices.com Thank you for your business. SR Building Services, LLC Roofing Waterproofing 4;44-14; • Problem: New Penetration Flashing (Bu Property: 14220 Interurban Building 14220 Interurban Avenue'§outh Tukwila, WA 98168 INVOICE #230008 Job #: 230008 Pattison General"Contractor 15235 NE.90th Street Bldg U Redmond WA .98052 Distriboted ElyfsR Building Services, LLC. Date dispatched: 11/09/2018 Tirne. dispatched: 1222 PM PST Acknowledged: 11/13/2018 01:2§ PM Signed; Gerardo Santos Prepare surface for permanent flashing of penetration to industry standard. Corrective Action: Installed self -adhered base with APP Granulated memberane or re-inforced poly -urethane fluid applied resin. • SR Building Sersices, LLC Roofing Waterproofing •• ProOlem` Puncture in Membrane Property: 14220 Interurban Building 14220 Interurban Avenue South Tukwila, WA -98168 INVOICE # 230008 Job #: 230008 Pattison General Contractor 15235 NE 90th Street Bldg U Redmond WA 98052 Distributed By: SR Building Services; LLC. Date dispatched: 11/09/2018 Time dispatched: 1222 PM PST Acknowledged:11/13/2018 01:25 PM Signed: Gerardo Santos kadr Membrane has a puncture hole. This can be caused by negligence, birds, storms,.and other unforseen conditions. Corrective Action: • Force dried, cleaned, installed 3 course of modified/rubberized asphaltrnastic, fiberglass reinforcement, and mineral granular UV protective surfacing. r• of, • r- .11:a • • I .s• va• _iiiwi4en-rol WAVe W Suite 104 20508thA 98036 lntertek Lynnwood. (425)409-2504 I Special Inspection Daily Field Report I CLIENT: WORK ORDER NO.: 071 1 Z, Ik"1' PROJECT: (k ^DATE.) { i� It+r ...1).4L I General Contractor: s ►,rt•h Permits: Ng - tJ kil Weather: c if'pv Type of Inspection Performed ❑ ■ Reinforced Concrete ■ Structural Masonry 0 High Strength Bolting ■ Fireproofing Reinforcing Steel • Soils 0 WeldingOther Field Observations & Comments Inspection Standby Time: ____------ ii Re -Inspection I'',, Special Inspection Continuous Periodic t Location(s)/Item(s): 5 " SS ... It Yi~ �W'411 V i` �.. ✓ Y! F If sv r '✓ 'I ei-1 0 Syy -. 1 •(('{�� t�[s. `�.J 1 � f op"1� moi" 2 23' -6100‘111 Referenced Details/Drawings: Remarks: / ty L,l blvd - - t p\ 1ler'fr'F $J AS j ll � f y1 . f C,:)w1 r 1 Ln.. S /2 t ' c I("1 r) t'� 1'+i, -, J 111"0 .C..)4 ( 1\ A { 4.r1'+r, �1 !- f .w4t1 1 4 4 ` 44 1,1 ilf.F x „l,� 9. {i 0 S ilt — Vo2 in. Y, \ \ )no F..? ,, f )-w,„„,-, Y Li ) C - S'L IATT'.. t i., ',arta a 0 i , ✓c I),\\', cut) t) ry j..., Lr cu�/.: ft, l t y " tis1 * 0 C to the approved construction documents are: To the best of Intertek-PS1`s knowledge, the work Inspected Conforming 0 Non -Conforming L) Inspector: AO 1)", Inspector Cert No.: SI i 1 i lnl,el+a Panremontative: These las tmolts apply only to the specific locations and materials noted and may not represent any other locations or elevations, This report may not be reproduced, except in Cult without ti 411 a % '4 f .• • s. —_ Cwe*°147 .•4,4, 1,As,.a'*' t 18002—rRiiGy•ei,gas piping w Arne Cww taw"y4HlWw.i 1r`M+iuw (wdgoveriopt Card. Mnldnr rwwu, ( 11.7017) dot+ ettertek CLIENT- PROJECT: LIENT PROJEC T• • General Contractor: T. Permits: A, ` Special Inspection Daily Field Report ,umuen-ro1 j11enen-rot Suite 104 56th W Lynnwood20508 . WAAve. 880.36 (L425)4094504 Weather: :1 �l Type of Ins.ection Performed ❑ Reinforced Concrete 0 Structural Masonry 0 High Strength Bolting 0 Fireproofing I❑ Reinforcing Steel 0 Sons 0 Welding g Other(, © S New Inspection 0, Re -Inspection �' Standby Time: �t.y.-- rums] voservduone Co a.annnm,w `Special Inspection Continuous -', Periodic Location(s)/Item(s): ( I. e>) `.>.. ; :v,t� t (:1 e t IC i t.,.. -t ."•.M S L 4A.orc,, V1 e- •,4 co, e' t t( J� l r -t -ALI" . 6 r ( ` Referenced Details/Drawings:``-T--r-"t li l Y'1. t.. se S`.t-L sA.-kr L, (7.'‘e.,'+.. 1 . `ti Ls 1).}+-t%, • e' I (f" %1 ra ,K�" Remarks:Ij • ; �. r �!! \.I Yi. (• L.) -\-...,•r u /{t ,.• ,341 / L i -. ,•• 't. "`r C 10 Ec' CJ v, t.,,,t7- 1,/1 0" ( -s!-.: c I r, .11.1-.,? 17.:.5.1- r L i} 7..1 hr.-, . ,.. ..;.^., fr,% ` { To the best of Intertek-PST's knowledge, the work Inspected to the approved construction documents are: -1$4, Conforming 0 Non -Conforming Inspector. %;\ L h4\\ , y\ Inspector Cert No.: r (1)-1-4.--A,JobslteRepresentative: ) 1 GV4"(:I,,� L..) en�F,tS t_./, These test roots apt* ontyto the spec& *aeons end rnoteith noted end moy not fewest:Pi any Meihe n or elavatons.Thisrepaenaynabereproduced,exceptetfue,*moo ancien permission by kaerM.kPSI. Rev. 2017 010a SOPREMA Limited Product Replacement Warranty Express Warranty SOPREMA, Inc., an Ohio corporation, warrants to both its customer and the end user (for convenience, collectively referred to below as "you" or "your") that all SOPREMA-branded products, at time of production, were free from manufacturing defects. The term of this warranty runs for 5 years after the date the subject products were sold by SOPREMA. This warranty is made subject to all the terms and conditions set forth below. By purchasing or accepting the installation of the products, you agree to be bound by all of the provisions of this warranty. Reporting Claims Claims against this warranty must be made in writing and received by SOPREMA within 30 days after you discover the alleged defect. The notice of claim must include proof of purchase. Email claims to warrantvclaimsAsoprema.us. After receiving a properly documented claim, SOPREMA will promptly investigate and report its findings and conclusions back to you. Remedy When a valid claim is made against this warranty, SOPREMA will provide you, at SOPREMA's expense and as your SOLE AND EXCLUSIVE REMEDY, with an equal quantity of replacement product, which will then be covered by this warranty until the end of its term. SOPREMA does not warrant that the color of any replacement product will match the color of the original product. NOTICES AND LIMITATIONS THE WARRANTY EXPRESSED IN THIS DOCUMENT SUPERSEDES AND IS IN LIEU OF ALL OTHER WARRANTIES, WHETHER WRITTEN OR ORAL, EXPRESS OR IMPLIED, INCLUDING, WITHOUT LIMITATION, ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR ANY PARTICULAR PURPOSE. THE ABOVE -STATED REMEDY IS YOUR SOLE AND EXCLUSIVE REMEDY AGAINST SOPREMA. SOPREMA'S MAXIMUM LIABILITY DURING THE LIFE OF THIS WARRANTY IS LIMITED TO THE ORIGINAL SALES PRICE RECEIVED BY SOPREMA FOR THE PRODUCTS THAT ARE THE SUBJECT OF THIS WARRANTY. IN NO EVENT IS SOPREMA LIABLE TO YOU FOR ANY INCIDENTAL, CONSEQUENTIAL, INDIRECT, OR OTHER SIMILAR DAMAGES. This warranty will provide you with a remedy when any of the subject products fail due to a manufacturing defect. Some examples of conditions and typos of damage that are not covered by this warranty include: • Improper use, order, sequencing, storage or handling of materials or systems. • Installation workmanship. • The lack of positive slope or inadequate drainage. • Failure of substrates or attachment. • Deficient pre-existing conditions. • Incompatible materials or substances. SOPREMA disclaims, and you waive, any affirmation of fact or promise not expressly stated in this warranty that may have been made by SOPREMA or any of its employees, agents, sales representatives, other representatives, or distributors. This warranty is effective, and SOPREMA will be obligated to honor this warranty, only upon SOPREMA's receipt of payment in full for the products so warranted. This warranty is void and of no effect if the products have been altered, damaged, misused, mishandled, or improperly stored subsequent to tender of delivery by SOPREMA to its customer. SOPREMA's failure to exercise or enforce any of its rights under this warranty is not a waiver and does not preclude SOPREMA from exercising the same or any other right in the future. Your failure to comply with any of the provisions of this warranty applicable to you relieves SOPREMA of its obligations under this warranty. This warranty is governed by and shall be construed and enforced in accordance with the internal laws of Ohio, without giving effect to any choice of law rules that may require the application of the laws of another jurisdiction. Any lawsuit by you that is related to this warranty, including the alleged breach of this warranty, must be filed in either the Medina County, Ohio Court of Common Pleas or the U.S. District Court for the Northern District of Ohio. Any lawsuit by you must be commenced within 1 year after the cause of action accrues. The terms of this warranty are severable so that any illegal, invalid or unenforceable provision, if feasible, shall be modified so that it becomes legal, valid and enforceable, or if not so feasible, stricken, in either case without affecting the validity or enforceability of the remaining provisions. For Questions Contact: SOPREMA, Inc. Warranty Department 201 Quadra) Drive Wadsworth, OH 44281-9571 Phone: (330) 334-0066 www.soprema.us (Form LPR-100) (10/2016) Warranty No.: 000-000000 CARE AND MAINTENANCE GUIDE A routine Care and Maintenance program is fundamental to the Tong -term performance of your roofing or waterproofing. For roofing and above -grade waterproofing, you, as the Owner, are responsible for ensuring that a minimum of two documented Care and Maintenance inspections are conducted and recorded each year. For areas that are concealed from direct view, record and correct any observable conditions that may have an adverse affect on the roofing or waterproofing. Required Care and Maintenance: A Care and Maintenance log, or similar record, is the minimum requirement to document care and maintenance. See the reverse side of this document for an example of a Care and Maintenance Log. The following activities are required: • Date of Inspection: The minimum requirement is two times per year. • Inspected by: Name and signature. • Conditions: Record observations of accessible roofing or waterproofing membranes and membrane flashings at all edges, terminations and penetrations. Record observations of any other conditions that may have an effect on the roofing or waterproofing. • Leaks: Document all roofing or waterproofing leaks. Refer to Form 900 — Warranty Claim Procedure. • Repairs and Modifications: Date of all work, and the individual or company who completed work that may have an effect on the roofing or waterproofing. When to complete Care and Maintenance: Roofing or waterproofing inspections are required at least two times per year, ideally in the spring and fall. Be sure to document each date the roofing or waterproofing is accessed for the purposes of an inspection, maintenance or other work that may have an effect on the roofing or waterproofing. It is recommended that you inspect and document conditions after all severe exposures, such as seismic events, flooding, high winds, or excessive snow, ice, rain or hail. It is also recommended that you inspect and document conditions during and after equipment maintenance and adjacent building work. Limit Access: For areas of the roofing or waterproofing not designated for traffic, we recommend you limit access to authorized personnel only and require all individuals to register or sign in. It is good practice to post a sign at all access points that includes the following statement: "STOP. ACCESS RESTRICTED TO AUTHORIZED PERSONNEL ONLY." At your request, SOPREMA will provide you with signs. Care and Maintenance Inspections: Record your observations of the roofing or waterproofing as well as conditions at all edges, terminations and penetrations. Record conditions for evidence of physical damage, displacement, open membrane laps, accumulation of sediments or debris, or other conditions that may have an effect on the roofing or waterproofing. Record the condition of adjacent walls, sealants, coatings, equipment, sheet metal flashings, pipes, pitch pans, drains, scuppers, pavers, garden roof components, and any unusual exposures or conditions that may have an effect on the roofing or waterproofing. Completing Care and Maintenance: It is your responsibility to promptly correct all deficiencies observed during Care and Maintenance inspections. SOPREMA encourages you to retain the services of a professional contractor or consultant if you do not have personnel qualified to conduct routine Care and Maintenance. All roofing and waterproofing repairs and modifications must be performed by an authorized contractor retained by you. Temporary emergency repairs may be made to the roofing or waterproofing as allowed under the terms and conditions of the warranty. In the event of significant damage, it is prudent for you to retain the services of a roofing or waterproofing processional, and notify your insurance carrier where applicable. Cleaning the Roofing or Waterproofing: The roofing or waterproofing must be maintained free of debris that may result in damage. When necessary, low-pressure tap water dispensed from a garden hose and/or soft bristle brooms may be used to remove dirt and debris from the surface of the roofing or waterproofing. Where permissible, mild detergents may be used to clean surfaces, then use clean water to remove the detergent. Prevent dirt, debris and other inappropriate materials from entering storm drainage systems. Tools that may damage the roofing or waterproofing, such as metal shovels and rakes, should NOT be used. High-pressure water should NOT be used unless specifically authorized by SOPREMA. Owner / contractor are responsible to verify that all cleaning operations meet required regulatory environmental requirements. Contact SOPREMA prior to cleaning products with foil or film surfaces. Documenting Warranty Claims: Refer to Form 900 — Warranty Claim Procedure, included with your SOPREMA warranty. All valid claims must include a copy of your Care and Maintenance log. Additional Resource: For further information and guidance, you may wish to review the Manual of Roof Maintenance and Repair jointly published by the National Roofing Contractors Association and the Asphalt Roofing Manufactures Association, or other applicable industry publications. This SOPREMA Care and Maintenance Guide include the minimum requirements of your SOPREMA Warranty. Additional care and maintenance beyond these minimum requirements is encouraged. (Form 901) (08/2016) Care and Maintenance Log: (Sample) Instructions: The following activities are required to be completed and documented two (2) times per year as a record of care and maintenance: Date of Inspection: Inspected by (Name): Conditions: Record observations of accessible roofing and waterproofing as well as conditions at all edges, terminations and penetrations. Record observations of any other conditions that may have an effect on the roofing or waterproofing. Leaks: Document all roofing or waterproofing leaks. Refer to Form 900 — Warranty Claim Procedure. Repairs and Modifications: Date of all work, and the individual or company who completed work that may have an effect on the roofing or waterproofing. Other information observed or noted that may have an effect on the roofing or waterproofing: Inspected by (Signature): (Form 901) (08/2016) SOPRALENE® FLIM 180 FR GR DESCRIPTION & FEATURES SOPRALENE Flam 180 FR GR (fire retardant, granulated) is an SBS -modified bitumen cap ply for use in approved multi -ply membrane and flashing assemblies. SOPRALENE Flam 180 FR GR is composed of a proprietary formulation of elastomeric styrene -butadiene - styrene (SBS) polymer modified bitumen and is reinforced with a tough, dimensionally stable non -woven polyester mat. The topside is surfaced with ceramic coated granules and underside is surfaced with polyolefin burn -off film to optimize heat welding. SOPRALENE Flam 180 FR GR includes the standard white granules. Contact SOPREMA® Customer Service or your sales representative for other granule color options and special order requirements. STORAGE & HANDLING Store rolls on end and maintain in an upright position to prevent damage. Store rolls in a clean dry location and cover as necessary to protect rolls from environmental damage such as extreme cold, heat, or moisture. Monitor varying environmental conditions during storage, handling and application of SOPRALENE Flam 180 FR GR. APPLICATION Prior to installation, unroll SOPRALENE Flam 180 FR G to relax. Position SOPRALENE Flam 180 FR GR in des product. SOPRALENE Flam 180 FR GR is then heat w Refer to the SOPREMA SBS Roofing Manual for addit HEAT -WELDED R onto the roof surface and allow red position and back roll the Ided to approved substrates. Tonal application guidelines. SOPRALENE Flam 180 FR GR (WH) Standard white granules 0.26 initial 0.23 0.87 3 year initial 0.90 3 year 25 initial 23 3 year SOPRALENE Flam 180 FR GR (SG) Highly reflective white granules 0.65 Initial 0.62*" '_ 0.91 3 year initial * CRRC Rapid Ratings. Refer to Cool Roof Ratings Counc)l (C,RRG) 0.91*, 3 year 80 initial 75 3 year ASTIVI STANDARD LENGTH (ft) WIDTH Fn) COVERAGE THICKNESS. ROLL WEIGHT ROLLS/ PALLET' 3(ft2) (Irnils) (Ib) ::. (palet weigh) av4 Type 1, Grade G 32.8 (10.0 m) (1.0 m) Coverage rate as reported assumes installation using side and end lap recommendations. 9 (9.1 m2) www.soprema.us 310 Quadral Drive, Wadsworth, Ohio 44281 Toll Free: (800) 356-3521 1 Tel: (330) 334-0066 157 (4.0 mm) `18 (53.5 kg) 25 (3,000 Ib/ 1,361 kg) SOPRALENE® FLAM 180 FR GR Reinforcement SHEET PROPERTIES r .. Non -woven polyester Elastomeric bitumen Proprietary blend of bitumen and SBS, polymers Top surfacing Ceramic coated granules Back surfacing Polyolefin film Selvage surface Polyolefin film Selvage width, in (mm) 3 in (76 mm) End lap, in (mm) 6 in (152 mm) Thickness, mils (mm) 157 (4.0) Thickness @ selvage, (nils Net mass per unit area, Ib/100ft2 (g/m2) ASTM D5147 110 (5371) Bottom -coating thickness; mils PHYSICALPROPERTIES Peak load @ 0°F (-18°C), Ibf/in (kN/m) 115 (20.1) Elongation at peak load 0°F (-18°C), % Peak load © 73.4°F (23°C), Ibf/in (kN/m) 85 (14.9) Elonl ation at peak load.© 73.4°F (23°C), °%• Ultimate elongation © 73.4°F (23°C), % 65 ear st ngth 73.4°F (23°C; Low temperature flexibility, °F (°C) imensional stabilit' Compound stability, °F (°C) Grantileerribed ment;.g` 25 (556) 90 (15.8) -15 (-26) 240 (116) 65 (11.4) 80 85.(378) -15 (-26) < 0.5 ASTM D5147 240 (116) ASTM D5147 ASTM D5147 ASTM 05147 ASTM D5147 1.5 avg; 2.0 ax SG ASTMD514 ASTM D5147 ASTM D5147 ASTM D5147 ASTM 05147 Data is represented by average values, unless noted otherwise. CRH C RATED PRODUCT PDS10003 - REV. 015818 CONTACT Q SEARCH = MENU Find a product, brand, search keywords SEARCH HOME > WARRANTY WARRANTY YOU'RE COVERED WITH SOPREMA Choosing SOPREMA means choosing reliability. As a testimony to the trusted performance of its products, SOPREMA offers a complete warranty program that lives up to its reputation. You simply choose the level of protection you require to ensure your total peace of mind. The Basic Manufacturing Warranty All products manufactured by SOPREMA come with a 5 -year limited product replacement warranty. If a product contains a manufacturing defect, then SOPREMA will provide you with replacement material. The SOPREMA Limited Warranty If you desire longer coverage, a 10 -year limited product replacement warranty is available for eligible products. With this warranty, if a water leak develops due to a manufacturing defect, then SOPREMA will either provide you with replacement material or refund the purchase price you paid for the defective product*. The SOPREMA Standard Warranty CONTACT CZ SEARCH E MENU esire better warranty protection for your building envelope project,cthen cREMAWarranty. For example, with a Standard Roof Warranty, if a water leak develops due to a manufacturing defect, then SOPREMA will provide you withFbo a p oducbt, D ana,rseareMeywoeasary to return the system to a w t�r�t condition*. Depending on the types of materials being warranted, coverage can extend for as long as 20 years. The SOPREMA Platinum Warranty Finally, if you desire the best warranty protection for your building envelope project, then consider the Platinum Warranty. For example, with a Platinum Roof Warranty, if a water leak develops due to a manufacturing defect or due to the installation workmanship of the installing contractor, then SOPREMA will provide you with the labor and material necessary to return the system to a watertight condition*. Depending on the types of materials being warranted, coverage can extend for as long as 20 years, sometimes longer. Protection for new Generations To minimize the environmental impact and help save you time and money, SOPREMA has a number of roofing solutions that eliminate the need to remove the existing roofing system*. These products are protected by a Standard Roof Recover Warranty. Experts at your service In order to take advantage of protection matched to your specific needs, please contact your SOPREMA sales representative. He or she will advise you on the best choice of product for the job, assuring that your building and its occupants enjoy only the highest level of protection. *Certain conditions apply. For more information regarding SOPREMA's warranty program, please view the documents below. Standard Roofing Warranty Form 100 m NDL Roofing Warranty Form 101 Warranty Form 102 CONTACT Q SEARCH E MENU Form 100 - Standard Roof Coating Warranty Standard Waterer ofin Warrhanty_.Form WP 100 In a pro u t,Dran searc ords Platinum NDL Waterproofing Warranty_Form WP101 Standard Below Grade Waterproofing Warranty_Form BG100 Limited Warranty for Roofing -Waterproofing Form 115 Limited Warranty for Wall Products Form WP115 Standard Product Replacement Warranty Form Request for Warranty Transfer Form Submit a New Warranty Claim Warranty Claim Procedure Form 900 Care and Maintenance Guide Form 901 Guia De Mantenimiento Y Cuidado Formar 901 Our Other Brands SOPREMA IN THE WORLD SELECT A COUNTRY SEARCH NZ SUBSIDIARIES OF SOPREMA SUBSCRIBE TO THE NEWSLETTER 41116141,t, Ilf LAST NAME* EMAIL* PRODUCT INFORMATION ROOFING WATERPROOFING WALL SYSTEMS CIVIL ENGINEERING SOUNDPROOFING RESOURCES REGISTER A PROJECT WARRANTY ACCOUNTING/BILL PAY DOCUMENT LIBRARY NATIONAL RETURN AND FREIGHT POLICY FIND A REP FOLLOW US VP A rr i L' I G IN.. wi' to (fllRTJtt I tIVu YH I ItJIY SIGN UP TODAY f in ► F: c i A'seH$t`As H11 - ReG R A M CAREERS Find a product, brand, search keywords EDUCATION & TRAINING NEWS & EVENTS OUR HISTORY INDUSTRY LEGAL CONTACT US CONTACT Ct SEARCH = MENU SEARCH intertek 0 J Building Inspections City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 RE: Permit No. D18-0284 Project Number: 07121894 December 4, 2018 Professional Service Industries, Inc. 20508 56th Ave. W 1 Suite 104 1 Lynnwood, Washington 98036 Phone: (425) 409-2504 Fax: (425) 582-8193 We have completed the requested special inspections on the subject project. All work requiring special inspection was, to the best of this agency's knowledge, inspected and reported as specified on permit documents. Project Name: Sapphire Project Address 14220 Interurban Avenue S, Tukwila WA 98168 Permit No. 018-0284 We have completed the requested special inspections on the subject project. All work requiring special inspection was, to the best of this agency's knowledge, inspected and reported as specified on permit documents. • Epoxy Anchors • Roof Diaphragm nailing If there are any questions regarding this letter please contact PSI at (425) 248-2404. Respectfully submitted, Professional Service Industries, Inc. .-/ Deborah Priest, P.E. Principal Consultant r Eric Allen, El Branch Manger www.intertek.com/building in e SR Building Services, LLC. 8523 216th St. SE Woodinville, WA 98072 (425) 558-7770 Pattison General Contractor 15235 NE 90th Street Bldg U Redmond WA 98052 SR Building Services, LLC Roofing • Waterproofing INVOICE DATE 11/14/2018 DUE DATE 12/14/2018 INVOICE # 230008 Job # 230008 PROPERTY: 14220 Interurban Building 14220 Interurban Avenue South Tukwila, WA 98168 DESCRIPTION Applied five torch patches per Brannigan. AMOUNT $2,462.50 BALANCE DUE $2.4A2 fl Please make all checks payable to: SR Building Services, LLC. Terms: Payment due 30 days after receipt. Service charge of 1.5% per month, annual rate of 18% charged on past due amounts. All charges are deemed valid and owing unless written notification of disputed charges is made within 14 days. If you have any questions about this invoice, please contact Karen Massengale at admin@srbldgservices.com Thank you for your business. SR Building Services, LLC Roofing • Waterproofing 3 Problem: New Penetration Flashing (Bur) Property: 14220 Interurban Building 14220 Interurban Avenue South Tukwila, WA 98168 INVOICE # 230008 Job #: 230008 Pattison General Contractor 15235 NE 90th Street Bldg U Redmond WA 98052 Distributed By: SR Building Services, LLC. Date dispatched: 11/09/2018 Time dispatched: 12:22 PM PST Acknowledged: 11/13/2018 01:25 PM Signed: Gerardo Santos Prepare surface for permanent flashing of penetration to industry standard. Corrective Action: Installed self -adhered base with APP Granulated memberane or re-inforced poly -urethane fluid applied resin. SR Building Services, LLC Roofing • Waterproofing Problem: Puncture in Merr«brane Property: 14220 Interurban Building 14220 Interurban Avenue South Tukwila, WA 98168 INVOICE # 230008 Job #: 230008 Pattison General Contractor 15235 NE 90th Street Bldg U Redmond WA 98052 Distributed By: SR Building Services, LLC. Date dispatched: 11/09/2018 Time dispatched: 12:22 PM PST Acknowledged: 11/13/2018 01:25 PM Signed: Gerardo Santos Membrane has a puncture hole. This can be caused by negligence, birds, storms, and other unforseen conditions. Corrective Action: Force dried, cleaned, installed 3 course of modified/rubberized asphalt mastic, fiberglass reinforcement, and mineral granular UV protective surfacing. PERMIT COORD COPY c PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0284 DATE: 09/06/18 PROJECT NAME: SAPHIRE - STRUCTURAL ROOF UPGRADE SITE ADDRESS: 14220 INTERURBAN AVE S - SUITE 150 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division t\N/A- c—( Public Works 11111 Ark t'soq Fire Prevention Planning Division M Structural ❑ Permit Coordinator et PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 09/11/18 Structural Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required DUE DATE: 10/09/18 Denied P1 (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW 0 Staff Initials: 12/18/2013 PATTISON GENERAL CONTRACQR Washington State Deparintent of Labor & Industries Page 1 of 3 Home Espanol Contact Search L&I A -Z Index Safety & Health Claims & Insurance Workplace Rights PATTISON GENERAL CONTRACTOR Owner or tradesperson Principals PATTISON, MICHAEL WINFIELD, PRESIDENT PATTISON, JAN LA REE LOUISE, VICE PRESIDENT Doing business as PATTISON GENERAL CONTRACTOR WA UBI No. 602 182 087 Parent company PATTISON INC 15235 NE 90th Street Bldg U REDMOND, WA 98052 425-497-8222 KING County Business type Corporation Governing persons MICHAEL W PATTISON JAN L L PATTISON; ZACHARY V MASON; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. PATTIGC917C7 Effective — expiration 02/27/2009— 03/01/2019 Bond FIRST NAT INS CORP $12,000.00 Help us improve httns://secure.lni.wa.gov/verify/Detail.aspx?UBI=602182087&LIC=PATTIGC917C7&SAW= 10/3/2018 PATTISON GENERAL CONTRACTOR Page 2 of 3 Bond account no. 6519060 Received by L&I Effective date 02/20/2008 02/27/2009 Expiration date Until Canceled Insurance Charter Oak Fire Ins Co Policy no. DT -CO -8G246583 -CO F-1 $1,000,000.00 Received by L&I Effective date 02/22/2018 02/24/2018 Expiration date 02/24/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 910,332-03 Doing business as PATTISON GENERAL CONTRACTOR Estimated workers reported Quarter 2 of Year 2018 "21 to 30 Workers" L&I account contact T5 / MELISSA VEST (360)902-5613 - Email: VESM235@Ini.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Help us improve https://secureini.wa.gov/verify/Detail.aspx?UBI=602182087&LIC=PATTIGC917C7&SAW= 10/3/2018 PATTISON GENERAL CONTRACR No inspections during the previous 6 r period. Page 3 of 3 © Washington State Dept, of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602182087&LIC=PATTIGC917C7&SAW= 10/3/2018 ABBREVIATIONS A AB A&B ADDL ADDN ADJ AFF AGGR AL ALT ANCH ANOD APPROX AVG B BLDG BLKG BM C CAB CPT CL CLG CLKG CLR CMU COL COMP CONC CONST CT CTR CTRSK CY D d DB DBL DEM DF DICA DIM DN DR DS DT DWG E EA EB ELEC ELEV EQ EQUIP ETC EW EXIST EXT F FF FD FDN FIC FIN FIO FIV FLR FLASH FOIL FOIV FOW FP FR FT FTG GALV GL GLB G.T. GWB H HB HC HORIZ HT HWD IN. INCAN INSUL INT Anchor Bolt Above and Below Additional Addition Adjustable/Adjacent Above Finish Floor Aggregate Aluminum Alternate Anchor Anodized Approximate Average Building Blocking Beam Cabinet Carpet Closet Ceiling Caulking Clear Concrete Masonry Unit Column Composition Concrete Construction Ceramic Tile Center Countersink Cubic yard Penny Dead bolt Double Demolish Douglas Fir Drilled -in concrete anchor Dimension Down Door/Drain Down Spout Drain Tile Drawing Each Expansion bolt Electric(al) Elevation Equal Equipment Et Cetera Each way Existing Exterior Finish floor Floor drain Foundation Furnished and installed by contractor Finish Furnished and installed by owner Furnished and installed by vendor Floor Flashing Furnished by owner; installed by contractor Furnished by owner; installed by vendor Face of wall Fireplace Floor Register Feet Footing Galvanized Glue laminated Glue laminated beam Girder Truss Gypsum wall board Hose bib Hollow core Horizontal Hardwood Inches Incandescent Insulated Interior P PBD Particle board PERF Perforated PERIM Perimeter PC Pull chain P. CL Pantry Closet P -LAM Plastic laminate PLWD Plywood PR Pair PREFAB PSL Parallel strand lumber PT Pressure treated R R REF RH RM RO Riser Reference Right hand Room Rough opening S Structural steel designations G.T. Girder Truss L Angle PL Plate TS Tube steel SCHED SC SECT SF SHT SHTG SIM SM SMS SPEC SQ S&R STL STOR STRUC SV SIM S4S T T TB TC TEL T&G TOP TOW TPH TYP U UBC UNFIN U.N.O. V VB VCT VERT VG W W/ W/0 WPF L C d PL 0 Schedule Solid cored Section Square feet Sheet Sheathing Similar Sheet metal Sheet metal screws Specification Square Shelf and rod Steel Storage Structural Sheet vinyl Similar Surface 4 sides Tread Towel bar Trash compactor Telephone Tongue & groove Top of plate Top of wall Toilet paper holder Typical Uniform Building Code Unfinished Unless noted otherwise Vapor Barrier Vinyl composition tile Vertical Vertical grain With Without Waterproof(ing) Angle At Center Line Penny Per Plate Round/diameter Square feet 0 Delta +/- Plus or minus iIIIMI_HIIII, , ';iiiiii ee2.-.0 04 N . ..- 0.020- ---1 EARTH FILL GRAVEL FILL CONCRETE MASONRY 1 FLASHING PLYWOOD GENERAL NOTES 1. See Sheet S1.0 for GENERAL STRUCTURAL NOTES. 2. All work performed shall be in compliance with the 2015 IBC,IMC,UPC,WSEC,2011 IEC,and 2011 ANSI with applicable Washington State Amendments. 3. Contractor shall verify all existing conditions, grades, and dimensions shown before commencing work. 4. 5. Electrical , Plumbing and HVAC work shall be bidder design. 6. Dimensions shown are to exterior plywood face of exterior stud wall, to centerline of interior stud wall, to centerline of post, to face of concrete, to centerline of openings unless noted otherwise. 7. Dimension from rough opening jamb to adjacent, perpendicular stud walls shall be 4" minimum unless noted otherwise. 8. All new exterior walls are 2x6 studs unless noted otherwise. 2x4 walls shall be furred to accomodate R21 Batt insulation. All new interior walls are 2x4 studs unless noted otherwise. 9. Provide rigid or flexible flashing as appropriate at all wall and roof openings to ensure positve drainage caused by wind driven rain and site drainage water away from structure.. Head flash and pan flash all window and door openings 10. All plumbing, HVAC, and electrical openings and penetrations that occur on exterior of building shall be carefully located and arranged. Review with Architect before placement and cutting. ENERGY NOTES Use exempt from energy evaluation. BUILDING SECTION WALL SECTION ELEVATION INTERIOR ELEVATION DETAIL DETAIL REVISION 00.0 (NEW) ELEVATION IK00.0 (EXIST) MARK PROJECT ADDRESS 14220 INTERURBAN AVE SOUTH TUKWILLA. WA. PARCEL NUMBER 336590-1881 LEGAL DESCRIPTION PROJECT DESCRIPTION The existing building is a B Occupancy single storey structure and the owner wishes to construct a 1519 sf (approx) Tenant Improvement which will be an A-2 Occupancy. A change of use permit will be required and a stru:tural evaluation and energy code evaluation are part of the permit submission package. Per table 508.4 the required sepa7 ation between B and A-2 is 1hr with and approved sprinkler system. Per discussions with the Tukwila Fire department , quick response heads will be installed within the A-2 Occupancy and in the corridor/common areas that abut the A-2 occupancy (see 2 A0.1 for proposed locations of quick response heads) NOTES: SEPARATE PERMITS TO BE OBTAINED FOR MECHANICAL,PLUMBING AND ELECTRICAL WORK THIS PERMIT FOR STRUCTURAL WORK ONLY DRAWING INDEX: A 0.0 COVER SHEET/GENERAL NOTES A 0.1 SITE S 1.0 STRUCTURAL DETAILS ARCHITECT LAWRENCE HOUSTON ARCHITECT 1719 FIRST AVENUE NORTH SEATTLE, WASHINGTON 98109 CONTACT: LAWRENCE HOUSTON TEL: 206.320 1279 EMAIL: lawrencehouston@comcast.net STRUCTURAL CONSULTANT DCI ENGINEERS 818 STEWART STREET STE 1000 SEATTLE. WA. CONTACT: PATRICK HEYE TEL: 206. 332 1900 E-MAIL: pheye@dci-engineers.com GENERAL CONTRACTOR TUKWILA ORDINACE NOTES ZONE : C/L1 CONSTRUCTION TYPE: V -B, SPRINKLERS: YES SEPARATE L: REQUI17173 NJ M,c+tanicai -locufcil lumbIng kffir Gas Piping City of TL4:c fila Bl11. REVISIONS No changes shall he made to the scope of work without prior approval of Tukwila Building Division NOTE: flov s`. -ns VJIII rec iiiro a r, +^/ plan submittal ado! do aI p•.;Drl ..t..�..,al;�. ..., VICINITY MAP D FILE C+/ Permit No. ON Plan review approval is subject to errors end cm icsions. Approval of construction documents docs r t cutilorize the violation of any adopted codo or ordirtaric3. Ecccipt of approved Field Copy and conditions is uc':ncwi;;ciod: By: Date: 10.3 - ,Q City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 0 6 2016 PERMIT CENTER 8- 029 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 1, ' 018 City of Tukwila BUILDING DIVISION uu W V W U uuF- DCU rn N. co cm 0 N 0: wiA 0 0 0 0 to 0 0 m PERMIT SET REVISION F' - z w 11)o �WU, > U-1 Oar w�.Q Cta.C°2-1-1 12R ()L. mwmm V2 a. I --z z� �Q� Z W COVER SHEET NOTE: ONSITE PARKING STALLS REQUIRED =285, PROVIDED =308, THIS INCLUDES 6 BARRIER FREE STALLS. SEE A1.1 FOR PARKING COUNT ANALYSIS SITE PLAN 1"=32' RECEIVED ITY OF TUKWILA REVIEWED ' 3R" CODE CO APP City of Tukwila BUILDING DIVISION w w Ili1- Z z 0 Z < W Z 01- 0 n 2 LLJ = < U<LLI 1 CC -i F2 < 1 I (/) rn ti N oi co 0 N Iawrencehouston@comcast. n PERMIT SET 0 REVISION Fm" z w I> Uj wo �kOQ44 wg LL- ca. Ptc) WY a.HZ u.) Z W SITE PLAN A0.1 2 SSK-003 TYP AT N/S WALLS 14•-4• ) Project Name: Fairway Center Building "A" Tier 1 a�°�ae�'amtw%eDCI E n s i n E E R S 818 Stewart Street, Suite 10001 Seattle, WA 1 98101 (206) 332-1900 Project #: 14011-0170 Sketch # SSK-001 By: PH Field Sketch: Date: 5/12/2014 Partial Plan - Typical Anchor Locations 401-D-DOwt-i Project Name: Fairway Center Building "A" Tier 1 DCI O is •S k w Sketch # SSK-002R2 Project #: 14011-0170 By: PH Date: 5/12/2014 EflGIfEERS 818 Stewart Street, Suite 1000 1 Seattle, WA 1 98101 (206) 332-1900 Field Sketch: Seismic Anchor Perpendicular to Framing ADD/- It -it -lb reR 553C -00g_ l4Tr4- Eft Slb Sketch # SSK-007 Project Name: Fairway Center Building "A" Tier 1 DCI Project #: 14011-0170 By: PH Date: 10/2/2014 Er1GIflEERS 818 Stewart Street, Suite 1000 1 Seattle, WA 1 98101 (206) 332-1900 Field Sketch: Strap Altemate at 4x Beam > EPDXY JOINING STEEL TO CONCRETE < * INSPECTION SHALL BE REQUIRED TO VERIFY xy APPROVED TYPE OF EPDXY AND STEEL OR BOLT SIZES AS SPECIFIED ON CONSTRUCTION PLANS AND/OR DOCUMENTS. S` * CALL FOR > `t"'1', INSPECTION BEFOR APPLYING EPDXYS TO ALLOW INSPECTION OF F HOLES DEPTH AND DUST REMOVAL. BUILDING OFFICIAL (INSPECTOR) SHALL OBSERVE INSTALLATION OF EPDXY AT THAT TIME. 1 Project Name: Fairway Center Building "A" Tier 1 9 -3 DCI VEERS 818 Stewart Street, Suite 1000 1 Seattle, WA' 98101 (206) 332-1900 (E) GChL (Ir) Ijft-1i--iC1,,11- / (t) gx R ( } 1+747•{ (ic-n iii -KCS (E)nor>r It71 Et1GL . 4„. 1-17'r9- FF&f p-ix3k►rf S'--0 "Qc. 1,..1/d �Tlt ;EtD t✓P, ROD 171-776a Iw1/ H•IL.T{. 11-1r- 500 - 5)) ;-1r-500-5.1) EP0x`t (E) Jc,S'r 2X BLOCKING EACH SIDE OF JOIST W/ (18) 10d X 3-1/2" NAILS Project#: 14011-0170 By: PH Feld Sketch: Sketch # SSK-003 Date: 5/12/2014 Seismic Anchor Parallel to Framing (E) Ik7Lp-0014N/ 4xt -g& RIPPED TO IT c l& -r tr 'IPE Or 13i -K r , 729 Project Name: Fairway Center Building "A" Tier 1 14/2/,-r) - O, /-1 5.�>is -•e� GF) ReOF 9/1716 LE) joiSAT,--' Sketch # SSK-008 DCI EfGifEERS 818 Stewart Street, Suite 1000 1 Seattle, WA 1 98101 (206) 332-1900 Project #: 14011-0170 By: PH Date: 10/21/2014 Field Sketch: Seismic Tie Connection Alternate RE CITY OF TUKWILA SEP 0 6 2018 PERMIT CENTER REVIEWED FCS CODE COMPLIAN APPROVED SEP 18 2018 ARCHITECT / ENGINEER: U U C o co rn c = W Q ti <.'r -a) t-- COLLI 0 N REVISION Fun - z w 0 17� w t > Umice Fa=� Ct -11±" Fensz z w City of Tukwila BUILDING DIVISION STRUCT, DETAILS S1.0