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Permit D16-0006 - ROBERTS CAROL - REROOF
CAROL ROBERTS 13814 38TH AVE S D16-0006 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 8864000920 13814 38TH AVE S CAROL ROBERTS DEVELOPMENT PERMIT Permit Number: 016-0006 Issue Date: 1/21/2016 Permit Expires On: 7/19/2016 Owner: Name: Address: ROBERTS CAROL 13814 38TH AVE 5 , TUKWILA, WA, 98168 Contact Person: Name: NAIDA KHAN Address: 9808 31 AVE SE , EVERETT, WA, 98208 Contractor: Name: Address: License No: Lender: Name: Address: Phone: (360) 945-2787 HOME DEPOT AT-HOME SRVCS, THE Phone: (770) 779-1300 2690 CUMBERLAND PKWY, SUITE 300, ATLANTA, GA, 30339 HOMED**972RQ Expiration Date: 2/3/2017 CAROL ROBERTS 13814 38TH AVE S , TUKWILA, WA, 98168 DESCRIPTION OF WORK: REPLACE 11 SQUARES OF COMPOSITE ROOFING AND 11 SQUARES OF PLYWOOD Project Valuation: $9,111.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA FIRE SERVICE Fees Collected: $491.22 Occupancy per IBC: R-3 Water District: 125 Sewer District: VALLEY VIEW SEWER SERVICE 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: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 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 No Permit Center Authorized Signature: , t— ):;;?tfl5lt;, Date: 1 12 4 1 I � 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: Date: 1/2t / 101(, Print Nam 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: All construction shall be done in conformance with the Washington State Building Code and the 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: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 7: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0401 ROOF SHEATHING CITY OF TUKI, .A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. �• CVO Project No. Date Application Accepted: 1 1 0 Date Application Expires: 1 itt% oro ace se onl CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 8864000920 Site Address: 13814 38th Ave S Tukwila Wa 98168 Tenant Name: Suite Number: PROPERTY OWNER Name: Naida Khan/NW Permit Inc. Name: Carol Roberts City: Everett State: Wa Zip: 98208 Address: 13814 38th Ave S Email: naida@nwpermit.com City: Tukwila State: Wa Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Naida Khan/NW Permit Inc. Address: 9808 31st Ave Se City: Everett State: Wa Zip: 98208 Phone: (360) 945-2787 Fax: Email: naida@nwpermit.com GENERAL CONTRACTOR INFORMATION Company Name: The Home Depot At Home Sys Address: 3600 Lind Ave Se Ste 150 Cit': Renton State: Wa Zip: 98057 Phone: (800) 381-5699 Fax: Contr Reg No.: HOMED**972RQ Exp Date: 02/03/2017 Tukwila Business License No.: H:Wpplications\Fontn-Applications On Line \2011 Applications\Pennit Application Revised - 8-9-11.docx Revised: August 2011 bh New Tenant: Floor: ❑ Yes ..No ARCHITECT OF RECORD Name: Caro\ sober -I S Address: Haiti . fwe S Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: Caro\ sober -I S Address: Haiti . fwe S Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Caro\ sober -I S Address: Haiti . fwe S City:--xW State: WA Zip:a18m Page 1 of 4 BUILDING PERMIT INFORMATIC 206-431-3670 Valuation of Project (contractor's bid price): $ 9,111 Describe the scope of work (please provide detailed information): Replace 11 squares of composite roofing and 11 squares of plywood. Will there be new rack storage? 0 Yes Existing Building Valuation: $ ❑.. 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? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm 0 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ❑ No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor 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? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm 0 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ❑ No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFC iATION — 206-433-0179 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 ❑ ...Tukwila ❑...Water District #l25 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate 0 .. Highline ❑ ... Valley View 0 .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report ❑ ...Bond 0 .. Insurance 0 .. Easement(s) 0 .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ...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 ❑ .. Abandon Septic Tank ❑.. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public 11 0 WO # WO # WO # Private Private 0 ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding 0 ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip HAApplicationsWorms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 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. BUILDINFT ER OR AUTJJ9RIZED AGENT: Signature:�j�C Print NamV\ v&Si �>M 1W Mailing Address: 2:016 3\ S H:\Applications\Forms-Applications On Linc'.2011 Applications\Pcnnit Application Revised - 8-9-11.docx Revised: August 2011 bh Date: Si261 Day Telephone: 3c°') c1.5 -1q9+ 'Eve`e-1/4'c' City MIA ©Iid2 o b State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT 1 QUANTITY PAID $305.12 D16-0006 Address: 13814 38TH AVE S Apn: 8864000920 $305.12 DEVELOPMENT $290.80 PERMIT FEE R000.322.100.00.00 0.00 $286.30 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $14.32 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R7448 R000.322.900.04.00 0.00 $14.32 $305.12 Date Paid: Thursday, January 21, 2016 Paid By: NORTHWEST PERMIT Pay Method: CHECK 10109 Printed: Thursday, January 21, 2016 3:40 PM 1 of 1 �L*SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT ( QUANTITY PAID PermitTRAK $186.10 D16-0006 Address: 13814 38TH AVE 5 Apn: 8864000920 $186.10 DEVELOPMENT $186.10 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R7248 R000.345.830.00.00 0.00 $186.10 $186.10 Date Paid: Thursday, January 07, 2016 Paid By: NORTHWEST PERMIT Pay Method: CHECK 09980 Printed: Tuesday, January 12, 2016 10:12 AM 1 of 1 SYSTEMS [1 IN vioN NO. INSPECTION RECORD -0006 Retain a copy with permit D/6'RMTNO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Lire (206) 438-9350 Pf JEE1k0®r TYpe6f�In�pection: r W r Address: I3gf L4 3b4 Avg. co , Date Called Special Instructions: Date Wanted: / / Z- f i- l 6 a.m. p.m. Requester: cyr- PhoneNo: Approved per applicable codes. Corrections required prior to approval. COMMENTS: I Inspector: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dates_ U U -16- INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Proo�'ec`t_: Type of Inspection: k. IttjAddress: 13 f Lf ysi-tk J e -$d , Date Calle Special Instructions: 1 *'M Date Wante / Z"O'—i -i/� a.m. p.m,. Re uester: .....p.. -t c., 4.,,t__freri. Phorye6 P 2S - ((.2. Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: lh_ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedute reinspection. 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. Advanced Protection° Shingle Brochure Updated: 1/2013 FILE COPY Permit No. ..b.ifr.1&3119 Plan 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 and conditions is acknowledged: City of Tukwila BUILDING DIVISION GAF Quality You Can Trust Since 1886...from North America's Largest Roofing Manufacturer REVIEWED FOR )DEr, COMPLIANCE APPROVED JAN 15 2016 -M Ctty of T Ea IA ILDiNG DIVISION SEPARATE PERMIT REQUIRED FOR: efechanical ectrical dumbing glee& Piping City of Tukwila BUILDING DIVISION RECEIVED C:TY V .OF iUKWILA JAN 0 7 2016 PERMIT CENTER D(o•WO(p "WE CONFESS: WE HAVE A HISTORY Of TORTURING OUR SHINGLES" • Testing, Testing, Testing: It's Just Part Of Our DNA • AC438: Setting A New Standard In Shingle Testing • All GAF Shingles: Now "Approved" By Mother Nature! • The Bottom Line: Advanced Protection' Technology For Your Home We're Fanatical About Testing... And Delivering Advanoad. ?coDadk-m® For Your Home We're 100% Committed To The Protection Of Your Most Valuable Asset When you install a GAF Advanced Protection® Shingle, you're getting the very best combination of weight and performance that modern technology and testing can deliver. In fact, we perform over 185 individual tests in the making of our Advanced Protection® Shingles. The result? No one makes a better asphalt shingle for: V Toughness V Granule adhesion V Wind uplift resistance V Flexibility V Fire resistance GAF is also the first manufacturer that can say all of its shingles pass the industry's two toughest wind - resistance tests: ASTM D3161, Class F (110 mph) and ASTM D7158, Class H (150 mph).* Since wind from hurricanes and tornados causes more than $6 billion each year in property damage,** you need all the wind protection you can get. .Testing performed under controlled laboratory condifions. * *Source: www.disastersofeiy.org/highwinds And Now We've Taken Shingle Quality To A Whole New Level: Introducing AC438 AC438 is the first set of tests for shingles that uses advanced science to predict long-term shingle performance in three critical areas: Long-term durability: How your shingles perform after long-term exposure to the sun (the #1 enemy of your shingles). Wind -driven rain performance: How your shingles will stand up to heavy, driving rains. Long-term extreme -temperature resistance: How your shingles withstand extreme temperatures—like the cold of winter in Montana or the heat of summer in Arizona. We're pleased to announce that all of GAF's shingles have passed the requirements of AC438. GAF is the first shingle manufacturer whose shingles pass these torturous tests. We think Mother Nature would be impressed! mows Poltithe am** Pyle/Alr APerr inattliiitekr �r1r thkile What Does Advanced Protection° Mean To The Experts? Some people think that asphalt shingles are just a low-tech (albeit highly effective) roofing material. But now, GAF has turned the art of making roofing shingles into a science, with its Advanced Protection® Shingles. Utilizing some of the most advanced design, manufacturing, and testing techniques available in any industry (including computer simulation technology originally developed for the Space Shuttle, the result is today's most advanced roofing technology—now available to consumers to protect their homes. Compare GAF's Advanced Protection® Shingles To Old -Fashioned Shingles... 'See gof.com/potents or more information. "Testing performed under controlled laboratory conditions. The layers of a Timberline® Advanced Protection® Shingle Granules Weathering Asphalt Fiberglass Mat Non -Weathering Asphalt Granules Weathering Asphalt "v__ tr, 4 E Fiberglass Mat Non -Weathering Asphalt —4 Dura Grip" Adhesive To learn more about Advanced Protection® Shingles, visit www.gaf.com/aps GAF Advanced Protection® Shingles Ofd -Fashioned Shingle Technology Fiberglass Mat (the "heart" of the shingle) • Patented low -profile technology includes a proprietary orientation of glass fibers, for maximum strength and durability* • Typically requires the application of excess asphalt (weight) to meet minimum industry requirements Asphalt (provides waterproofing performance) • Advanced process control allows us to optimize the critical top (i.e., weathering) layer for superior long-term performance against severe weather • Excess asphalt applied to bottom (i.e., non -weathering areas) increases shingle weight with no added benefit Filler (mixed with the asphalt to bind components) • Premium limestone content optimized for maximum toughness and wind resistance • Unnecessary limestone eliminated • Unnecessary fillers used to artificially increase shingle weight—with no benefit in performance • Very excessive filler can even increose the risk of shingle cracking Adhesive (seals shingles on roof) • Proprietary Duro Grip"' Adhesive locks shingles tightly in place • Allows every GAF shingle to pass the • May not meet highest wind resistance tests (ASTM D3161, Class F, 110 mph and D7158, Class H, 150 mph) industry's two toughest wind tests (ASTM D3161, Class F, 110 mph and D7158, Class H, 150 mph)** 'See gof.com/potents or more information. "Testing performed under controlled laboratory conditions. The layers of a Timberline® Advanced Protection® Shingle Granules Weathering Asphalt Fiberglass Mat Non -Weathering Asphalt Granules Weathering Asphalt "v__ tr, 4 E Fiberglass Mat Non -Weathering Asphalt —4 Dura Grip" Adhesive To learn more about Advanced Protection® Shingles, visit www.gaf.com/aps "What Does Adv *nci- t•1 Protection® Mean For .:hjre? Everyone wants to do their part to be environmentally responsible. GAF's Advanced Protection® Shingles: • Eliminate the unnecessary waste of natural resources, because they use less asphalt and limestone • Reduce transportation waste, because they are weight -optimized to minimize tuel use • Result in less landfill waste, when the shingles are eventually replaced • Can be recycled to benefit the environment. Used asphalt shingles have traditionally not been recycled—they've just been thrown into landfills. That's why GAF supports a new recycling program— that will allow our contractors to recycle old shingles for re -use in roadways! gaf, com QualityYou Can Trust... From North America's Largest Roofing Manufacturer!' ©2013 GAF 1/13 • 1619 1361 Alps Road, Wayne, NJ 07470 RESGN147 Appt: Job # 8807259 Length Diagram Sales Contact: Field Inspector: Roberts 13814 38th Ave S Tukwila, WA 98168-4021 Nc\,i fan C Y 0')v 4 'C fvsks Q a Lt„ w�Il YamusiA L X ' SiNeek5 S '"6 ac- 28 N 25 s N Note. This diagram contains segment Lengths (rounded to the nearest whole numbers) over 5 feet, In some cases, segment labels have been removed for readability. Plus signs preface some numbers to avoid confusion when rotated (e.g. +6 and +9) ,HERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0006 DATE: 01/11/16 PROJECT NAME: CAROL ROBERTS SITE ADDRESS: 13814 38TH AVE S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: ao PO 1\19) 41" 4-- Building Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 01/12/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02/09/16 Approved Corrections Required Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 HOME DEPOT AT-HOME SRVC HE lioine lnicio en Espanol Contact Page 1 of 3 Search L&I i~ site' A-Z.Index Help htvSecure L&1 Safety Claims & Insurance Workplace Rights Trades & Licensing 0 Washington State Department of Labor & Industries HOME DEPOT AT-HOME SRVCS, THE Owner or tradesperson Principals ELLISON, MARVIN RAY, PRESIDENT BENJAMIN, DAVID CURTIS, VICE PRESIDENT VANWOERKOM, JACK A, VICE PRESIDENT TOME', CAROL B, VICE PRESIDENT SHEFT, ROBERT, PRESIDENT (End: 01/31/2011) ESPOSITO, MICHAEL, VICE PRESIDENT (End: 01/31/2011) KATZ, DAVID, VICE PRESIDENT (End: 01/31/2011) SCHNELL, SCOTT, SECRETARY (End: 01/31/2011) Doing business as HOME DEPOT AT-HOME SRVCS, THE WA UBI No. 602 219 243 2690 CUMBERLAND PKWY SUITE 300 ATLANTA, GA30339 770-779-1300 Business type Corporation Governing persons DAVID KATZ HOWARD GITTIS; JOHN HOWARD; MICKEY ESPOSITO; STEVE BEDOWITZ; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. HOMED"972RQ Effective — expiration 12/18/2003— 02/03/2017 Bond ................ TRAVELERS CAS & SURETY CO Bond account no. 104010723 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 07/14/2003 02/01/2003 Expiration date https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602219243&LIC=HOMED**972RQ&SAW= 1/20/2016