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HomeMy WebLinkAboutPermit D13-181 - DESIMONE TRUST PROPERTY - REROOFDESIMONE TRUST PROPERTY REROOF 10655 TUKWILA INTERNATIONAL BL D13-181 City ofkukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 0423049169 Permit Number: D13-181 Address: 10655 TUKWILA INTERNATIONAL BL TUKW Issue Date: 06/04/2013 Suite No: Permit Expires On: 12/01/2013 Project Name: DESIMONE TRUST PROPERTY REROOF Owner: Name: DESIMONE TRUST 10655PHS Address: C/O BNY MELLON NA , 1201 3RD AVE STE 5010 98101 Contact Person: Name: GLEN ANDERSON Address: 3601 121 ST SW , LYNNWOOD WA 98087 Contractor: Name: COMMERCIAL INDSTRL ROOFING INC Address: 3601 121ST STREET SW , LYNNWOOD, WA 98037 Contractor License No: COMMEI*205JJ Lender: Name: MELLON MANAGEMENT Address: 1201 THIRD AV, SUITE 5010 , SEATTLE WA 98101 Phone: 425-423-0900 Phone: 425-423-0900 Expiration Date: 05/16/2015 DESCRIPTION OF WORK: PARTIAL REROOF: REMOVE EXISTING ROOFING DOWN TO STRUCTURAL DECKING AND INSTALL TAPERED INSULATION AND NEW MODIFIED BUILD-UP ROOFING AND METAL FLASHINGS. THE BUILDING HAS R-19 INSULATION BELOW THE DECK. COMBINED INSULATION IN ROOF WILL EXCEED R-30. Value of Construction: $21,845.00 Fees Collected: $842.70 Type of Fire Protection: International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0008 Electrical Service Provided by: SEATTLE CITY LIGHT **continued on next page** doc: IBC -7/10 D13-181 Printed: 06-04-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: N Number: 0 Size (Inches): 0 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 Permit Center Authorized Signature: Loa- A - Date: t 1-13 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: 9—/3 Print Name: a.)s '+7. L-c•ncG This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: Manufacturers installation instructions shall be available on the job site at the time of inspection. doc: IBC -7/10 D13-181 Printed: 06-04-2013 7: Prior to final inspection for this building iv a copy of the roof membrane manufacturemarranty certificate shall be provided to the building inspector. 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 9: ***FIRE DEPARTMENT CONDITIONS*** 10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 11: Application of roof coverings with the use of an open -flame devices requires a separate permit from the Tukwila Fire Department located at 444 Andover Park East, Tukwila, Washington, 98188; telephone - (206)575-4407. There shall be not less than one multi-purpose portable fire extinguisher with a minimum 2-A 20-B:C rating and a charged water line (hose) on the roof being covered or repaired. (IFC 105.6.24, 1417.3) 12: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 13: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 14: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. doc: IBC -7/10 D13-181 Printed: 06-04-2013 CITY OF TUKA Community Development Department Public Works Department ' Permit Center 6300 Southcenter Blvd., Suite'100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Pe> No. I et Project No. Date Application Accepted: 5 3 . Date Application Expires: • ).-)-'•• 13 (For Office' useonly) 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.: D(05S ' ' e- 1-f*.v� S. Zte-r'/c Site Address: �- Suite Number: Tenant Name: o7-22 t PROPERTY OWNER Name:, 4mA...at Txi new/10 r 3Tta.,Z / 1 Address:/.2.0 / 3‘ael A,.. Ste. i7 SO ro City: S'kHrr_t_ State: lA/F} Zip: ?gi`D/ CONTACT PERSON - person receiving all project communication Name: Ay &1/4, /1",4 ,0isoN Address: At 360 / / 2/ .54-57 GV City: LiiAavaocci State: (Nf)._ Zip: 998097 Phone: c•25 5%23 -D Fero Fax: /ZZs X3 o g, y i Email: q 1 en p c..p2 — t ' '5 , eaysi 4ligiiiirki7ONTRACTOR INFORMATION Company Name: G.4 -`Z Address: 3 40 / / -2 / '1 S 7 .5.,..A.../ City: GrivNwococl State: wA. Zip: 933S7 Phone: y.2.5vs,_090.0 Fax: Yzs va3 0 2._ Contr Reg No.: . o rvl M4 v• .io5. Exp Date: 130115 Tukwila Business License No.: 6,ci 9 37 10 H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-I2.docx Revised: February 2012 bh r New Tenant: Floor: Xr Yes ❑ .. No ARCHITECT OF RECORD Name: Al k, j A., #'i /9-nt!)bt-M.i� Company Name: Address: /2.c7/ �j / Architect Name: 5b/C7 City: Address: State: l v l- Zip: 9g /ci / City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: Al k, j A., #'i /9-nt!)bt-M.i� Company Name: Address: /2.c7/ �j / Engineer Name: 5b/C7 City: Address: State: l v l- Zip: 9g /ci / City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Al k, j A., #'i /9-nt!)bt-M.i� ' Address: /2.c7/ �j / ,4v .,, 5b/C7 City: E. State: l v l- Zip: 9g /ci / Page 1 of 4 BUILDING PERMIT INFORMATI. 206-431-3670 • Valuation of Project (contractor's bid price): $ '2/ S y $ oro Existing Building Valuation: $ Describe the scope of work (please provide detailed information): &,+`-rs -S ()t$q� O. fl'."v it) 5-rrti a r)^- 4c.- D tete-n-5 •4r' A 4 m.... -riq h w5 i r -s Su ..✓�rr+or.J -Apat, r.& UIrW> 9 t zve.le 4 v: 1-.11t) ‘,1-3f''o 01F'�+ eo4:41,D VN b-tyg t.. t� s}� 11.--e S . —n 1- 2> vrt.40 v.-� i44 -s .4"�� r N ►4 Su L'Il'ta0.1 e) rt..o..,J Iv* O tie.1.GG+�^ ... oDQ,►a4�+�! (, 1' Will there be new rack storage? ❑ ....Yes ❑ ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? D Yes ❑ No If -"yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm 0 None ' , 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If "yes ','attach list of materials and storage locations on a separate 8-1/2" x II " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM. ❑ On-site Septic System - For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 151 Floor 2"d Floor 3rd Floor Floors thru Basement Accessory Structure* ' Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? D Yes ❑ No If -"yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm 0 None ' , 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If "yes ','attach list of materials and storage locations on a separate 8-1/2" x II " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM. ❑ On-site Septic System - For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUT RIZED AGENT: Signature: �" Date: M Z.', X 13 Print Name: 114 t IW 13 441 Day Telephone: Mailing Address: 3 bo J 1 2 i r✓ 5 4lit S w Lyh,ivcwocJ City H:1Applications\Forms-Applications On Line12012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh 12- — a S op (4..4 State 480 107 Zip Page 4 of 4 PUBLIC WORKS PERMIT INF TION — 2064S37.0179 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 0 .. Tukwila ❑ ...Water District #125 0 .. Water Availability Provided Sewer District ❑ .. Tukwila ' ❑ .. Sewer Use Certificate Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved King County Health Department. ❑... Highline ❑...Valley View ❑... Renton ❑ ...Sewer Availability Provided 0... Renton ❑... Seattle Submitted with Application (mark oxes which apply): ❑ .. Civil Plans (Maximum Paper Si . — 22" x 34") ❑ .. Technical Information Report (Sto Drainage) ❑... Geotechnical Report ❑ .. Traffic Impact Analysis ❑ .. Bond ❑...Insurance 0... Easement(s) 0...Maintenance Agreem t(s) ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 urs ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ .. Sanitary Side Sewer 0.. ❑ .. Cap or Remove Utilities ❑.. ❑ .. Frontage Improvements 0.. ❑ .. Traffic Control 0.. ❑ .. Backflow Prevention - Fire Protection . Abandon Septic . Curb Cut . Pavement C . Looped FLine Irrigation Domestic Water ❑ .. Permanent Water Meter Size (1) ❑ .. Temporary Water Meter Size (I) ❑ .. Water Only Meter Size ❑ .. Sewer Main Extension Public ❑ .. Water Main Extension Public If 0... Right -of -w. se - Profit for less than 72 hours 0... Right -of- . y Use — Potential Disturbance ork in Flood Zone Storm Drainage ❑...Grease Interceptor ❑... Channelization ❑...Trench Excavation ❑...Utility Undergrounding O # (2) WO # (3) " WO # WO # (2) " O # (3) " WO # WO # 0 ) • uct Water Meter Size Private 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line 0 .. Water ❑..Se er Monthly Service Billing to: Name: Day Telephone: Mailing Address: Number of Public Fire Hydrant(s) 0 .. Sewage Treatment Water Meter Refuns filling Name: City State Zip Day Telephone: Mailing Address: City State Zip H:\Applications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 3 of 4 ! t City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov RECEIPT Parcel No.: 0423049169 Permit Number: D13-181 Address: 10655 TUKWILA INTERNATIONAL BL TUKW Status: PENDING Suite No: Applied Date: 05/22/2013 Applicant: DESIMONE TRUST PROPERTY REROOF Issue Date: Receipt No.: R13-01701 Initials: WER User ID: 1655 Payment Amount: $842.70 Payment Date: 05/22/2013 10:36 AM Balance: $0.00 Payee: COMMERCIAL INDUSTRIAL ROOFING INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 143429 842.70 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: $842.70 508.00 330.20 4.50 INSPECTION NO. INSPECTION RECORD. Retain a copy with permit 17i?7-18 t PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 Project: `,I1 x.-\15 Type of Inspection. -11JAL . Address:__�� 2 rr Date Called: Screcial Instructions: 0 A 0 ,Z? f� Date Wanted:. a Requester: Phone No: cg•Approved per applicable codes. Corrections required prior to approval. 7 COMMENTS: X16( 7(i/GC, A Jv?MIk `IAIJit`e 234? Insp trot: Da : R NSPECTION FEE REQ t IRED. 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) 431-2451 Project: Des, McLie Addrefs's:(0 .Ss_ Special Instructions: Typeof Inspectipn: 1—‘; Date Called: Date Wanted: T .-? a.m. Requester: Phone sfo--- ' (coa ElApproved per applicable codes. Corrections required prior to approval. ✓,. COMMENTS: MAA C.I !Z?./' PI:D& Civ!t..3,' "/ ► Date: Inspector: �. , REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ra X l INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 P oject:T-y�pe Fs lT�' {--- 'rvl�Z� o nspection: 1 kill L., Address:-- (0(. Date Called: Special Instructions: Date anted: a. --2;7.r- 1 .2")p.m. Requester: Phone No: L42_5-y2:3-OS00 Approved per applicable codes. ` I Corrections required prior to approval. COMMENTS: o ?9rMrT hcpsah %-ale I .•ecto Date: _z1 -9 n REI S ECTION•FEE RE tUIRED. Pr' r to. next inspection..fee must be 1 paia 6300 Southcenter Blvd.. Suit 100. Call to schedule reinspection. 1 Ig 1:•-ES1 CA P a -n-► G. te..4G, e_ I+wY sc2, Tu Kw., 11_44- , WA- ►e-R-ave=w.tb Pt�o.,-�a�' i,': Coni I N rpo nj 1tt.. Pa) E=i N ,C i IN G May 1 -2-013 — PYLgw1*tlo / NTS S E PERMIT RE QUIRED FOR RE �1 Mechanical Electric Plumbing Gas Piping City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANng- PPROVED MAY 3 0 2013 1►J ..City of u i!a BUILDING !VISION UN cae..� Ae-p FILE COPY Permit No. I;(97-11 no review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of -any adopted code or ordinance. Receipt of approved Field Copy : traced: B City Of 1Ukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 7 bu?\81 RECEIVED 0i"i Y OF TUKWILA MAY 2 Y 2013 PERMIT CENTER ivoD racinc Highway South, Tukwila, WA - Google Maps Google Address 10655 Pacific Hwy S Tukwila, WA 98168 Page 1 of 1 IGet Google Maps on your phone Tod the word I `8- SeaMe Police t r Athletic .� . ;:. .Y. Associat on V.% ■ Seattle Pnd Horizon Ford . Tnick-Center Cecil.Moses MemotiahPark' Jr.trorishig`1 er Canopy West st .©2013;Google s Map data ©2013 Google - RECEIVED CITY OF TUKWILA MAY 212013 PERMIT CENTER https://maps.google.COI1]/maDS?UtizSnilrce=c nRrhl=PnRraPnr•r.-i .=.0P,-.-1cc_11- sem_ TT! e b1/1 Irk A 1 w COMMERCIAL INDUSTRIAL ROOFING INC. March 6, 2013 Elizabeth Parrott Stultz BNY Mellon NA Wealth Management 1201 Third Avenue, Suite 5010 Seattle, WA 98101 Pe PILF c opy to Project: Desimone Trust Property 10655 Pacific Hwy S. Tukwila, Scope of work: Partial Roof Replacement — Low slope area only 1. Obtain City of Tukwila roof replacement permit. 2. Remove the existing roof system down to the substrate, haul and disp REVIEWED FOR CODE COMPLANCE A APPROVED MAY 302013 City of Tukwila BUILDING D, VISION 3. Install taper insulation, x and y panels, %" per ft. slope with an average R -value of 19 per manufacturer's requirements including 50% greater attachment at perimeter and 75% at the corners. 4. Install one layer of 1/2" Johns Manville Duraboard and attach with screws and plates per manufacturer's requirements including additional attachment as required. 5. Install one additional 2 x 4 at the perimeter curbed edge as needed. 6. Install a torch applied smooth surface Johns Manville torch base modified membrane. 7. Install a torch applied granular surfaced Johns Manville 4.5 Appex granular surfaced modified membrane. 8. Install Johns Manville torch applied smooth and granular surfaced modified membrane as base - flashings, staggering end and side laps. 9. Install new lead pipe penetration flashings. Cover with Johns Manville modified membrane targets. 10. Install 6 new through curb scupper/collector with downspout at new locations. Install splash blocks at each downspout location. 11. Install surface mounted metal reglet flashing at barrel roof/ low slope roof intersections. RECEIVED 12. Install new coping metal flashings with 22 gauge continuous clip on the outside,vitritotiodRitKWILA neoprene washer screws on the inside. b3l8E 1 MAY 2 2 2013 PERMIT CENTER COMMERCIAL INDUSTRIAL ROOFING INC. Elizabeth Stultz BNY Mellon NA Wealth Management Des Moines Trust — Roof Replacement Roto -Rooter January 29,2013 Page 2 Continued 13. Provide a CIR 2 year labor and material warranty. 14. Provide 10 year Johns Manville manufacturer's warranty. 15. Leave area neat and clean upon completion. Pricing: Exclusions Structural or substrate repair. $ 21,845.00 + tax IF PERMITS ARE REQUIRED THE COST WILL BE ADDED TO THE ABOVE BID PRICE, UNLESS OTHERWISE STATED The labor guarantee described herein Is expressly conditioned upon final payment within ten days after date of completion, unless otherwise specified in this contract. If payment Is not received In full within the terms spedfied herein, the labor guarantee becomes null and void. labor guarantee is limited to replacement and repair of the roofing assemblage only and not consequential damage. Owner is responsible for fire tomado and any other necessary Insurance. Materials may carry amanufacturer's guarantee. All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration of deviation from above spedflcations involving extra costs, will be executed only upon written orders, and will become an extra charge over and above the estimate. Any changes to or cancellation of this contract must be in writing. All agreements spedfled herein are contingent upon strikes, acddents or delays beyond our control. Our workers are fully covered by Workman's Compensation Insurance. Checks are not payment until honored. Payment becomes due immediately if purchaser sells out assigns, bums out, suspends payment, is sued or attached, or becomes insolvent or bankrupt. Service charges will be the legal maximum or a minimum charge of $1.00 per month on all past due accounts whichever is greater. Seller shall have all Its remedies under the Uniform Commercial code and shall be entitled to immediate possession and retum of all unpaid for merchandise in the event of default hereunder. If this account is referred to an attorney for collection, purchaser agrees to pay all reasonable attorneys' fees arising there from. This shall become the binding contract upon customer's signature. This contract must be returned to our office prior to work authorization and execution. General Contractors Indude Attachment CIR 1.0. C. I. R. Authorized signature Date Glen B. Anderson NOTICE TO CUSTOMER: Thls contractor Is registered with the state of Washington registration number CO-MM-EI*205]], as a generaVspedalty contractor and has posted with the state a bond or cash deposit of $6,000/4,000 for the purpose of satisfying claims against the contractor for negligent of improper work or breach of contract in conduct of the contractor's business. This bond or cash deposit may not be suffldent to cover a dalm, which might arise from the work done under your contract. If any supplier of materials used in your construction project or any employee of the contractor or subcontractor is not paid by the contractor of subcontractor on your Job, you property may be liened to force payment. If you wish additional protection, you may request the contractor to provide you with original `lien release" documents from each supplier or subcontractor on your project. The contractor is required to provide you with further information about lien release documents if you request it. General information is also available from the Department of labor and Industries. This contractor accepts no liability for existing or future moss, algae or fungus growth. If there is an existing or suspected moss, algae or fungal problem, CIR recommends that the owner, or owners agent, contract an Industrial Hygienist to investigate and/or perform laboratory analysis to quantify and determine the type and potential hazards associated with the moss, algae and fungus. This proposal may be withdrawn if not accepted within THIRTY (30) DAYS. Acceptance of Proposal The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as spedfled. Payment will be made as outlined above. ACCEPTED: DATE: SIGNATURE: Print Name RETURN ORINGINAL COPY OF THIS PROPOSAL TO: 3601 - 121st Street SW, Lynnwood, WA 98087 Fax to 425-423-0992 Phone 425-423-0900 Johns Manville REV CO PL�ANCE FOR CODE APPROVED MAY 302013 Fasteners and Plates' PXLE - permit COPYC Product y U1 Desc jt ILDING DIVISIOD►4t chment* System(s►t Deck Size Color Pkg p In Ba Me SP Bit UltraFaste Fastener / #12 case-hardened steel, polymer -coated fastener. Available in !4' (6 mm) hex or #3 Phillips head. Compatible with UltraFast Metal Round or Square plates and Ultra- Fast Plastic Locking Plate. x x x Metal (18 to 26 ga.), Wood 1%" to 8° (41 mm to 203 mm) Blue 1,000/pail (1) 13 Phillips bit/pail (1)14' (6 mm) hex head bit/3 pails UltraFaste Plate / (Metal) V Recessed round or square flat-bottomed plate. Compatible with UltraFast and All Purpose Fasteners. x x x 3-176 mm) round or square 1,000/pail UltraFaste Plate (Locking Plastic) High strength polypropylene plates with a special locking feature. Compatible with UltraFast and All Purpose Fasteners. x x x 3' (76 mm) round Blue 1,000/box UltraFast Pre -Assembled Fasteners with Plates Pre -assembled fastener and plate. #12 case-hardened, polymer -coated steel. #3 Phillips head or 14' (6 mm) hex head (special order only). Metal recessed round plate or round plastic locking plate. x x x Metal (18 to 26 ga.), Wood Fastener: 2' to 8" 157 mm to 203 mm) Plate: 3" (76 mm) round Blue (Fastener only) Quantities vary by fastener length. Bit provided in each box. UltraFaste AccuTrac" Fastener and Plate System AccuTrac tool positions UltraFast Fastener and UltraFast AccuTrac metal plate in a one-step process. UhraFast AccuTrac Plates are specifically designed for usex with the AccuTrac tool. Plates are avail- able in flat -bottom or recessed designs. Standard UltraFast plates are not compat- ible with the AccuTrac Tool. x x Metal (18 to 26 ga.) Fastener: 15/8" to 6" (41 mm to 152 mm) lengths Plate: 3" (76 mm) square Blue (Fastener only) Fasteners and Plates purchased separately. Heavy Duty Low Profile Plate Square Galvalume-coated plate with flat surface. Designed for use where flat plates are desired to increase perfor- mance or aesthetics. Compatible with UI- traFast and All Purpose Fasteners. Please contact your JM sales representative for information regarding this product. x x N/A 2 fid' (70 mm) square 1,000/pail UltraLok" Locking Impact Fastener Pre -assembled Galvalume-coated steel tube and disc with a high -tensile steel wire locking staple. x x x x Cementious Wood Fiber, Lightweight Concrete, Gypsum Fastener: 1.4" to 4.8° (36 mm to 122 mm) lengths Plate: 2.7" (69 mm) 1.4- to 3.8' - 500/carton 4.8" - 250/ carton Lightweight Concrete Base Sheet Pre -Assembled Fastener and Plate Pre -assembled fastener and plate. Twin -legged, expanding fastener with Galvalume-coated steel plate. x x x Lightweight Concrete, Gypsum Fastener: 1.2" (31 mm) and 1.7' (43 mm) lengths Plate: 2.7' (69 mm) round Black 1.2" - 1,000/box 1.7' - 500/box Polymer Auger - Fastener with Plates Glass -reinforced, nylon fastener with an internal W (6 mm) square drive and 1° (25 mm) diameter head. Each fastener comes with either a T(51 mm) barbed- plate design to grip membrane or a 3' (76 mm) square plate designed to lock onto Polymer Auger fastener head. Not pre- assembled. x x x x Cementious Wood Fiber, Gypsum Fastener: 2%:° to 71/2" lengths Plate: 2' (51 mm) round and 3" (76 mm) square Black Fastener. 500/ box Plate: 1,000/pail "Attachment: In = Insulation; Ba = Base Sheet Me = Membrane Systemis): SP = Single Ply; Bit = Bituminous L) CITY OF TUKWILA MAY 212013 PERMIT fis.7E4lt}1e1F1Places 11-10) Johns Manville Insulations and Cover Boards Product Use Description System(s)t Standard SP Bit Size Fesco Foam® High Thermal with Cover Board A rigid insulation composed of a layer of perlite board, chemically bonded to a faced, polyisocyanurate board for use in BUR and modified bitumen systems. x 1/" - 4' (38 -102 mm) ASTM C 1289, Type 111 Tapered Fesco Foam® High A high -thermal, tapered, polyisocyanurate and perlite- V - W per foot ASTM C 1289, Thermal with Cover composite roof insulation designed to provide slope to an otherwise flat roof deck. x (10.4 - 41.6 mm/m) Type 111 Board DuraFoam® High Thermal with Cover A rigid insulation composed of a closed cell polyisocyanurate foam core bonded to an expanded perlite mineral aggregate board. x ASTM C 1289, Type 111 Board Nailboard® High A rigid insulation composed of a layer of oriented strand 2" - 4/" ASTM C 1289, Thermal with Cover Board board on one side and a universal fiber glass -reinforced facer on the other for use in BUR, modified bitumen and metal roofing systems. x x (5.1 - 114 mm) Type V Vented Nailboard® High A rigid insulation attached with spacers to layer of 21/2" - 5114° ASTM C 1289, Thermal with Cover Board oriented strand board on one side and a universal fiber glass -reinforced facer on the other for use in BUR, modified bitumen and metal roofing systems. x x (6.35 -140 mm) Type V Invinsa" Roof Board Cover Board Resilient, lightweight roof board provides a protective layer for the insulation, while working with the membrane above to ensure maximum performance and longevity. This high-density polyisocyanurate board is bonded in-line to a mineral -surfaced fiber glass facer. x x 14" (6 mm) ASTM C 1289 For use in self -adhering systems. Fesco® Low A premium, homogeneous, perlite-based, roof insulation 'ii" - 2" ASTM C 728 Board Thermal with Cover board for use in BUR, modified bitumen and single ply(19 roofing systems. x - 51 mm) Board Tapered Low A perlite-based, tapered roof insulation designed to '/18 -1/2° per foot ASTM C 728 Fesco® Board Thermal with Cover provide slope to an otherwise flat roof deck. x (5.2 - 41.6 mm/m) Board Fesco® Cover A high-density, homogeneous, perlite-based roof 1° ASTM C 728 Board HD Board insulation board, the top surface of which is sealed with a special Toploc® coating to prevent excessive asphalt absorption (special order product). x (25 mm) /" Retro -Fit'" Cover A high-density, perlite-based utility board used in 114" - 1" ASTM C 728 Board Board re-cover situations or as a cover board for closed cell plastic foam insulation boards. x (13 - 25 mm) RetroPlus" Cover A high-density, perlite-based utility board used in 14" - 1" ASTM C 728 Board re-cover situations or as a cover board for closed cell plastic foam insulation boards. x x (13 - 25 mm) DuraBoard® ✓ Cover A perlite-based roof insulation, the top surface of which 14" - 1" ASTM C 728 Board is sealed with a polymerized asphalt emulsion to allow torch application of SBS and APP membranes. x (13 - 25 mm) FesCant Plus Cant Strip A perlite-based, fire-resistant cant strip for use in BUR and modified bitumen systems. x — ASTM C 728 Tapered Fesco® Edge Strip Tapered Edge A perlite-based, fire-resistant, tapered edge strip for use in BUR and modified bitumen systems. x x — ASTM C 728 ystemisl: Sr = Smgle P y; Bit= Bituminous .137 Johns Manville Insulations and Cover Boards Product / Use Description System(s)t Standard SP Bit Size ENRGY 3® High Thermal A rigid, polyisocyanurate roof insulation faced with a universal fiber glass reinforced facer for BUR, modified bitumen and single ply systems. x x 1" - 4" (25 -102 mm) ASTM C 1289, Type II, Class 1, Grade 2 Tapered / ENRGY 3® High Thermal A high -thermal, tapered, polyisocyanurate roof insulation panel designed to provide slope to an otherwise flat roof deck. x x Ye" - W per foot (10.4 - 41.6 mm/m) ASTM C 1289, Type II, Class 1, Grade 2 ENRGY 3® 25 PSI High Thermal A rigid roof insulation board composed of a closed cell polyisocyanurate foam core. It provides high thermal insulation value over metal, nailable and non-nailable roof decks in built-up, modified bitumen and single ply systems. Also available as tapered panels, and pre-cut miters and/or crickets. x x 1" - 4" (25 -102 mm) ASTM C 1289, Type II, Class 1, Grade 3 Tapered ENRGY 3® 25 PSI High Thermal A high -thermal, tapered, polyisocyanurate roof insulation designed to provide slope to an otherwise flat roof deck. x x 1/16" -1/2° per foot (5.2-41.6 mm/m) ASTM C 1289, Type II, Class 1, Grade 3 ENRGY 3® Foil Face High Thermal A rigid, polyisocyanurate foam core bonded to a tri -lam foil facer on both sides. x x 1" - 31/2' (25 - 89 mm) ASTM C 1289, Type I, Class I, Grade 2 ENRGY 3® 25 PSI Foil Face High Thermal A rigid, polyisocyanurate foam core bonded to a tri -lam foil facer on both sides. x x 1'-4" (25 — 102 mm) ASTM C 1289, Type I, Class I, Grade 3 ENRGY 3® AGF High Thermal A rigid polyisocyanurate roof insulation bonded in the foaming process to an all glass facer. x x 1"-4" (25 —102 mm) ASTM C 1289, Type II, Class 3, Grade 2 Tapered ENRGY3® AGF High Thermal A rigid tapered polyisocyanurate roof insulation bonded in the foaming process to an all glass facer. x x '/,e" -'/2" per foot (5.2 - 41.6 mm/m) ASTM C 1289, Type II, Class 3, Grade 2 ENRGY3® 25 PSI AGF High Thermal A rigid polyisocyanurate roof insulation bonded in the foaming process to an all glass facer. x x 1'-4' (25 —102 mm) ASTM C 1289, Type II, Class 3, Grade 3 Tapered ENRGY3® 25 PSI AGF High Thermal A rigid tapered polyisocyanurate roof insulation bonded in the foaming process to an all glass facer. x x /l6' -'h" per foot (5.2 - 41.6 mm/m) ASTM C 1289, Type II, Class 3, Grade 3 ENRGY 3® Plus High Thermal A rigid roof insulation composed of a closed cell polyisocyanurate foam core bonded to a Y" high density wood fiber board on one side and a fiber -reinforced facer on the other. Compatible with virtually all roof covering membranes. x x 48" x 48" (1220 x 1220 mm) 48" x 96" (1220 x 2440 mm) ASTM C 1289, Type IV Tapered ENRGY 3® Plus High Thermal A rigid, tapered roof insulation composed of a closed cell polyisocyanurate foam core bonded to a Y2" high- density wood fiber board on one side and a fiber- reinforced facer on the other. Compatible with virtually all roof covering membranes. x x 48" x 48" (1220 x 1220 mm) 48° x 96" (1220 x 2440 mm) ASTM C 1289, Type IV Tapered Pre -Cut Crickets High Thermal Factory -cut and custom-designed crickets manufactured from Tapered ENRGY 3 or Tapered Fesco Foam panels to direct water to a drain or scupper. x x — ASTM C 1289 Tapered Pre -Cut Miters High Thermal Two separate Tapered ENRGY 3 or Tapered Fesco Foam roof insulation panels factory cut at a 45° angle to form a hip or valley to direct water to a low point on a tapered roof system. x x V8" -Y: per foot (10.4 - 41.6 mm/m) ASTM C 1289 ystemis): SP = Single Ply; Bit= Bituminous a217 Johns Manville SBS Modified Bitumen Membrane Selector Guide N CO DynaWeId" Cap a O. w X 03 C w u. Reinforcement X 1A d O E 0 r o X X CA 03 'a N Mechanically Fastened 11 6163,. Type I, Grade S DynaWeId'". Cap FR, X X DynaWeId" Cap FR CR X X X DynaWeId" 180 S X X X: DynaWeId" 250 S X X X X D 6163, Type I, Grade G D 6163; Type I, Grade.G D 6163, Type I, Grade G 100 ft' (9.29 m2) 100 ft' (9.29 m2) 100 ft':(9.29 m'), 100 ft' (9.29 m2) .D6164Type I, - Grade S ,Grades DynaWeld7 Cap 180FR`'' X X X D 6164 Type II, Grade S DynaWeId" Cap 180 FR CR X X X DynaWeId" Cap 250 FR X X DynaWeId" Cap 250 FR CR X X X DynaPlym T1 IMI X X X 100 ft' (9.29 m')..:. 100 ft' (9.29 m3) 6164 Type II,. Grade G• - D 6164 Type II, Grade G D 6164 Type II, =Grade G D 6164 Type II, Grade G DynaKapm FR T1 IMI X X X D 6162 TypeI; Grade S D 6162 Type I, Grade G 100 ft' (9.29 m2) 100 ft' (9.29 m2) 100 ft' (9.29 r ) 100 ft2 (9.29 m2) 100 ft2 (9.29 m') 100 ft' (9.29 m2) Johns Manville ail 7 Roof Insulations Fastener Placement 4'x 4' (1.22 m x 1.22 m) Boards 4- 24" -♦ 12" 12" (TYP•) 4 Fasts. / Bd. -►I 6" 14- 6" 12" 5 Fasts. / Bd. f— 24"--+ 1 —►I 6.'Il- 6" + t 12" 6 Fasts. / Bd. 1 4 14— 24"—► I --*16"14-- 6" 12" + +— t + + + + + 12" 7 Fasts. / Bd. 1 12" r ♦ 24" -Id ♦ 16"I 4- 6" + + + -* 12" 14- 8 Fasts. / Bd. —►I TA - 24" 6"14-- I --♦I 6" 11- 6" 1 + + + + —+—+ + + + 9 Fasts. / Bd. 6" I 18" .. -110.16" I l—' 14 -8 --►I 6" 14- 6" 12" 12" 12" W. + + + 11 11 Fasts. / Bd. * 6" I.- 6" 12" 12" 12" 6" —►I 6" It-- 12 Fasts. / Bd. • PLAN REVIEW CHECKLIST - (Nonstructural) By: Date: ' 2, /3 Permit App. D/7- / IBC Edition 07 & State Amend. Project title: ,©inn,,0nfras f Crer. +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 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. Review for conformity with requirements for fire protection systems of Chapter 9. Review for conformity with requirements for means of egress requirements of Chapter 10 ( , Review for conformity with requirements of accessibility in accordance with Chapter 11, and ICC A117.1 �ev ei w 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. Pti PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-181 DATE: 05-22-13 PROJECT NAME:. DESIMONE TRUST PROPERTY - REROOF SITE ADDRESS: 10655 TUKWILA INTERNATIONAL BL X Original PIan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS. ;gSiOn Public Works PJ G6 .2,1.170 Fire Prevention Planning Division Structural Permit Coordinator u DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 05-23-13 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 tki Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 06-20-13 Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 Contractors or Tradespeople P ter Friendly Page • General/Specialty Contractor A business registered as a construction contractor with Lai to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name COMMERCIAL INDSTRL ROOFING INC UBI No. 600346392 Phone 4254230900 Status Active Address 3601 1215t Street Sw License No. COMMEI'205JJ Suite/Apt. License Type Construction Contractor City Lynnwood Effective Date 4/11/1980 State WA Expiration Date 5/16/2015 Zip 98087 Suspend Date County Snohomish Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date DUGAN, WILLIAM L JR President 04/28/2011 Amount DUGAN JR, WILLIAM L Vice President 04/11/1980 CSU0030715 DUGAN, CHRISTINA D President 04/11/1980 04/28/2011 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 7 GREAT AMERICAN 0404872 04/11/2002 Until Cancelled $12,000.00 05/02/2002 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 25 Cincinnati Specialty Underwrit CSU0030715 08/24/2011 08/24/2013 $1,000,000.0008/21/2012 24 GEMINI INS CO VCGP018746 09/24/2010 08/24/2012 $1,000,000.0008/18/2011 23 SCOTTSDALE INS CO BCS0022006 05/01/2010 05/01/2011 $1,000,000.0004/30/2010 22 VALLEY FORGE INS CO 107848714 04/01/2007 05/01/2010 $1,000,000.0004/28/2009 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions/Citations Information No records found for the previous 6 year period httns://fortress.wa. a ov/lni/bbip/Print.aspx 06/04/2013