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Permit D09-233 - NORTHSTREAM PROPERTIES - REROOF
NORTHSTREAM PROPERTIES 4455 S 134 PL D09 -233 Parcel No.: 2613200084 Address: 4455 S 134 PL TUKW Suite No: Tenant: Name: NORTHSTREAM PROPERTIES Address: 4455 S 134 PL , TUKWILA WA Citydif Tukwila Owner: Name: NORTH STREAM DEVELOPMENT Address: 720 4TH AVE STE 102 , KIRKLAND WA 98033 Phone: Contact Person: Name: MIKE LESLIE Address: 506 AHTANUM , UNION GAP WA 98903 Phone: 509 - 453 -0074 Contractor: Name: LESLIE & CAMPBELL INC Address: 506 AHTANUM RD , YAKIIVIA WA 98903 Phone: 509 - 453 -0074 Contractor License No: LESLI *C910PF 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.ci.tukwila.wa.us DEVELOPMENT PERMIT DESCRIPTION OF WORK: INSTALL NEW TPO ROOF SYSTEM OVER EXISTING BUR SYSTEM. ADD MINIMAL TAPERED CRICKETS (AS CURB HEIGHT ALLOWS) IN WATER WAYS. INSTALL NEW SCUPPERS. INSPECTION BY MANUFACTURER. 20 YEAR WARRANTY BY MANUFACTURER. Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 $64,000.00 Fees Collected: $1,735.35 International Building Code Edition: 2006 Occupancy per IBC: * *continued on next page ** Permit Number: D09 -233 Issue Date: 11/18/2009 Permit Expires On: 05/17/2010 Expiration Date: 05/01/2010 D09 -233 Printed: 11 -18 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Permit Center Authorized Signature: Print Name: doc: IBC -10/06 City oftukwila 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.citukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N 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. Signature:t_A/ Date: L � O 9 Permit Number: D09 -233 Issue Date: 11/18/2009 Permit Expires On: 05/17/2010 Date: Iktg 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. D09 -233 Printed: 11 -18 -2009 Parcel No.: 2613200084 Address: Suite No: Tenant: 4455 S 134 PL TUKW NORTHSTREAM PROPERTIES 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: Manufacturers installation instructions shall be available on the job site at the time of inspection. 6: 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. 7: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 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. doc: Cond -10/06 S City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS * *continued on next page ** Permit Number: Status: Applied Date: Issue Date: D09 -233 ISSUED 11/03/2009 11/18/2009 D09 -233 Printed: 11 -18 -2009 o • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 provision of any other work construction or the performance of work. Signature: Print Name: t L ) i doc: Cond -10/06 D09 -233 Date: 1/ - / U 0 cj ordinances governing or local laws regulating Printed: 11 -18 -2009 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: //www. ci. tukwila.wa. us 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 ** King Co Assessor's Tax No.: J 1- 1 Li 3 7s 1 Y Site Address: 44 -4 1' 1 s k3.1 I i TU 1ct ( L.) 1 ' Suite Number: 6 C Tenant Name: , t'(. .. ,.... PC' 'Off rAVC1 New Tenant: ❑ Property Owners Name: h r\ r r k t Mailing Address: e C3 4 (A1. . I 6P1/4 P) City t State Floor: Yes ❑ ..No zip Name: r 11tt, L. c •` 1 t C- Day Telephone: ' 4 S ` u 0 Mailing Address: S ©L 4 /t) r. () t1 f c t. C �� � 9 D City State Zip E -Mail Address: At'', Inc 0 Az n I ► t' /` 0.06 (n.t Fax Number: < €7 i " Zr Company Name: n tS, 1 t C' G ( If\ C. Mailing Address: . 1'�c �. 4 C. rk •, Contact Person: P\&( E -Mail Address: rn . ( D i C L c I C A \ L r 0 ‘ , 1 4 1 Contractor Registration Number: L E S )-I * C 91 OP P- Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: H:UpplieetionsWortm- Applications On Line■2009 Applicalion.01-2009 - Permit Application.doc Revised: t -2009 bh () r0. a.O � : 44 (A) i1/4 C l 8 O v City Day Telephone: 5 Coq - 4 52 — 0 07 M Fax Number: S l7Ct DL- ` 7 e Expiration Date: 1 ' n 0 1 0 State Zip City Day Telephone: Fax Number. Y3r u3 a ' si `a x? avi met, E� State Zip City Day Telephone: Fax Number: Page 1 of 6 BUILDING PERMIT INFOION - 206- 431 -3670 Valuation of Project (contractor's bid price): $ boy , — — Existing Building Valuation: $ Scope of Work (please provide detailed information): n� kk IA ed.,t1 I' r-d °'k' cQ � �� _[.. fu p o k- e_.x I. 3 f 1— y IS v (, s y A -1. , 0 .. M 1 n t ,,, 6_l 4 -r ! -�. ... r a r_'.` c.As . C r.. s C..,,f (1Z N n-t % 4V. P 0 w ) . t' in 1 .3 , -... ,- - a,.> i z , _ �,1 - 6. ( { Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If 'yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety Data Sheets, SEPTIC SYSTEM ❑ 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\Fonns- Applications On Line \2009 Appliomons \I -2009 - Permit Applicetion.doc Revised: 1 -2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per • IBC Type of Occupancy per IBC 1 Floor 2 Floor 3'" Floor Floors thru . Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFOION - 206- 431 -3670 Valuation of Project (contractor's bid price): $ boy , — — Existing Building Valuation: $ Scope of Work (please provide detailed information): n� kk IA ed.,t1 I' r-d °'k' cQ � �� _[.. fu p o k- e_.x I. 3 f 1— y IS v (, s y A -1. , 0 .. M 1 n t ,,, 6_l 4 -r ! -�. ... r a r_'.` c.As . C r.. s C..,,f (1Z N n-t % 4V. P 0 w ) . t' in 1 .3 , -... ,- - a,.> i z , _ �,1 - 6. ( { Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If 'yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety Data Sheets, SEPTIC SYSTEM ❑ 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\Fonns- Applications On Line \2009 Appliomons \I -2009 - Permit Applicetion.doc Revised: 1 -2009 bh Page 2 of 6 Date Application Accepted: , . Date Application Expires: ` ` Staff Initials: V /1 PERMIT APPLICATION NOTES — Applicable to all permits in this application 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. Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing 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 AUTHORIZED AGENT: Signature: t_ r-.c Date: /� - d� - �� Print Name:" 1 ' ETC L / c- a Day Telephone: .S B c t - S 3 — Mailing Address: S o L Pr h 4 ti r u V - .to .� t1 1k' c 6 U 3 City State Zip H :\ApplieetlonsWorms-Applications On line Applications\t -2009 - Pemut Application .doe Revised: 1 -2009 bh Page 6 of 6 Parcel No.: 2613200084 Permit Number: D09 -233 Address: 4455 S 134 PL TUKW Status: APPROVED Suite No: Applied Date: 11/03/2009 Applicant: NORTHSTREAM PROPERTIES Issue Date: Receipt No.: R09 -01844 Initials: User ID: Payee: WER 1655 ACCOUNT ITEM LIST: Description City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us LESLIE & CAMPBELL INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5039 1,053.50 Authorization No. BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 RECEIPT Payment Amount: $1,053.50 Account Code Current Pmts Total: $1,053.50 Payment Date: 11/18/2009 01:39 PM Balance: $0.00 1,049.00 4.50 PAYMENT RECEIVED doc: Receiot -06 Printed: 11 -18 -2009 Receipt No.: R09 -01727 Initials: User ID: Payee: WER doc: Receipt-06 1655 ACCOUNT ITEM LIST: Description MICHAEL LESLIE PLAN CHECK - NONRES r City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Payment Check 2003 681.85 Authorization No. TRANSACTION LIST: Type Method Descriptio Amount RECEIPT Parcel No.: 2613200084 Permit Number: D09 -233 Address: 4455 S 134 PL TUKW Status: PENDING Suite No: Applied Date: 11/03/2009 Applicant: NORTHSTREAM PROPERTIES Issue Date: Payment Amount: $681.85 Account Code Current Pmts 000.345.830 681.85 Total: $681.85 Payment Date: 11/03/2009 10:40 AM Balance: $1,053.50 PAYMENT RECEIVED Printed: 11 -03 -2009 Pr n 1Vor1-SstreAAl Prep . Type nsp : r g J; t /04A& Address: 'raj 4 455 S. 131 P�- Date Called: Special Instructions: 61 ?A L._ . 5 - 6 / 72 g.5' ®0 Date Wanted _ -Z / « ( � a.m. 0).M. Requester: P " 50 1 - 53 _ 66 74 INSPECTION RECORD I etain a copy with permit INSPE O. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: ❑ P pproved per applicable codes. Corrections required prior to approval. Receipt /NQ.: c�- rJ co — Inspec r: Date: • 0. O,REINSPECTION F REQUIRES Prior to inspection, fee must be i at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspection. Date: 009 -2-33 Proje9: 4/6 ii? 7/-i 57Z 1-014A Type of Inspection: ./- - Address: 4 / 1 7/45 - 5 S /3i/ ' Date Date Called: Special Instructions: . ' 50q 4 .53 '' lj t) 1 4 / 1 4 : 5 /lit Date Wanted: ....Z. - /3— / p.m. 0 Requester: I - Phone No a , L I 4 / 5 - K.- ini974 C 3? 3 ft Retain a copy with permit INSPECTION RECORD INSPECTION 0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: i 4 1 1 5 5 50 I 31 pt Ate Inspector: ir• Date: 3 s n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 2ZV Johns Manville iJ r 5 r 5 r 5 C, iI r Building Owner Northstream Development Kirkland, WA 98033 Building Name Fostoria Park 4455 -4461 S. 134th Place Tukwilla, WA 98168 Approved Roofing Contractor Leslie & Campbell. Inc. 506 Ahtanum Road Union Gap, WA 98903 WHAT TO DO IF YOUR ROOF LEAKS If you should have a roof leak please refer to directions on the reverse side. L By : Fred Stephan Title : Vice President & General Manager Roofing Systems Group Guarantee Number: ANT1 5 1 079844 Date of Completion: 6/21/2010 Terms & Maximum Monetary Obligation to Maintain a Watertight Roofing System. Years 20 Coverage The components of the Roofing System covered by this Guarantee are: Membrane Spec. and Type Insulation Type : None ,None ,None Accessories (Type and Quantity) '. Commercial /Industrial Roofing System. s Peak Advantage Guarantee No Dollar Limit Total Squares: 250 Mechanically Fastened - ST6RM TPO �l�rPrJ�rJ�r�rJ�rlrJ�rJ�rJ�rJ�rPr�rPrJ�rJ�rJ�rJ�rJ�r�t?1Nrrorr�tNrrarrannnnnnnnnnnnnnnnnnnnnnnnrarorarr .,nr.,r�rarrr,r,r,r,r,r,r r�r c . o These Johns Manville Guaranteed components are referred to below as the "Roofing System" and ALL OTHER COMPONENTS OF THE OWNER'S BUILDING ARE EXCLUDED FROM THE TERMS OF THiS GUARANTEE. Johns Manville* guarantees to the original Building Owner that dining the Tenn commencing with the Date of Completion, .IM will pay for the materials and labor required to promptly repair the Roofing System to return it to a watertight condition if leaks occur due to. ordinary wear and tear, or deficiencies in any or all of the component materials of the Roofing System, or workmanship deficiencies in the application of the Roofing System. LIMITATIONS AND EXCLUSIONS This Guarantee is not a maintenance agreement or an insurance policy; therefore, routine inspections and maintenance are the Building Owner's responsibility (see reverse side of this document). Failure to follow the Maintenance Program on the reverse side of this document will void the Guarantee. This Guarantee does not obligate JM to repair the Roofing System, or any pail of the Roofing System, for leaks resulting froin (a) natural disasters including but not limited to the direct or indirect effect of lightning. flood. hail storm. earthquake, tornados, hunicanes or other extraordinary natural occurrences and/or wind speeds in excess of 72 miles per hour. (b) misuse, abuse or negligence. lei installation or material failures other than those involving the component materials expressly defined above as the Roofing System or exposure of the Roofing System components to damaging substances such as oil or solvents or to damaging conditions such as vermin, (d) changes to the Rooting System or the Building's usage that are not pre - approved in writing by JM, or (e) failure of the Building substrate (mechanical, structural, or otherwise and whether resulting from Building movement. design defects or other causes) or improper drainage. JM is not responsible for leaks and damage resulting from water entry from any portion of the Building structure not a pail of the Roofing System. This Guarantee becomes effective when (I) it is delivered to Owner and (2) all bills for installation. materials. and services have been paid in full to the Approved Rooting contractor and to JM. Until that time, this Guarantee is not in force and has no effect. The Parties agree that any controversy or claims relating to this Guarantee shall be first submitted to mediation under the Construction Industry Arbitration and Mediation Rules of the American Arbitration Association (Regular Track Procedures) or to such other mediation arrangement as the parties mutually agree. No court or other tribunal shall have iunsdiction until the mediation is completed TO THE FULLEST EXTENT PERMITTED BY LAW, JM DISCLAIMS ANY IMPLIED WARRANTY. INCLUDING THE WARRANTY OF MERCHANTABILITY AND THE WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE. AND LIMITS SUCH WARRANTY TO THE DURATION AND TO THE EXTENT OF THE EXPRESS WARRANTY CONTAINED IN THiS GUARANTEE. THE EXCLUSIVE RESPONSIBILITY AND LIABILITY OF .IM UNDER THIS GUARANTEE IS TO MAKE REPAIRS NECESSARY TO MAINTAIN 'fl-IF ROOFING SYSTEM IN A WATERTIGHT CONDITION IN ACCORDANCE WITH THE OBLIGATIONS OF JM UNDER THIS GUARANTEE. .IM AND ITS AFFILIATES WILL NOT BE LIABLE FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES TO THE BUILDING STRUCTURE (UPON WHICH THE ROOFING SYSTEM IS AFFIXED) OR IT'S CONTENTS, LOSS OF TiME OR PROFITS OR ANY INCONVENIENCE. JM AND ITS AFFILIATES SHALL NOT BF LIABLE FOR ANY DAMAGES WHICH ARE BASED UPON NEGLIGENCE, BREACH OF WARRANTY, STRICT LIABILITY OR ANY OTHER THEORY OF LIABILITY OTHER THAN THE EXCLUSIVE LIABILITY SET FORTH IN THIS GUARANTEE. No one is authorized to change. alter, or modify the provision of this Guarantee other than the Manager, Guarantee Services Unit or authorized delegate. IM's delay or failure in enforcing the terms and conditions contained in this Guarantee shall not operate as a waiver of such terms and conditions. This Guarantee is solely for the benefit of the Building Owner identified above and Building Owner's rights hereunder are not assignable. Upon sale or other transfer of the Building, Building Owner may request transfer of this Guarantee to the new owner, and JM may transfer this Guarantee, in its sole discretion only after receiving satisfactory information and payment of a transfer fee, which must he paid no later than 30 days after the date of Building ownership transfer. In the event .IM pays for repairs which are required due to the acts or omissions of others, JM shall be subrogated to all lights of recovery of the Building Owner to the extent oldie amount of the repairs. Because .IM does not practice Engineering or Architecture, neither the issuance of this Guarantee nor any review of the Building's construction or inspection of roof plans (or the Building's roof deck) by JM representatives shall constitute any warranty by JM of such plans, specifications, and construction or in any way constitute an extension of the terms and conditions of this Guarantee. Any roof inspections are solely for the benefit of JM. .IM does not supervise not is it responsible for a roofing contractor's work except to the extent stated herein, and roofing contractors are not agents of JM. *JOHNS MANVILLE ( "JM ") is a Delaware corporation with its principal mailing address at P.O. Box 5108, Denver, Colorado 80217 -5108. PrJ�rJ�rSr�rJ�r���Pr�r��rPr�r�rJ�r�rJ�rPr�rJ�rJ�rJrJ�rPrJ�rJrJ� l�rJ�r�cPr�rJ�rJflJ�r��PrJ�r�rJ�rJ�rJ�cPrJ�rJ�r�r�rJLP Attorney-in-Fact 5 r LESLIE & CAMPBELL INC FILE COPY 506 Ahtanum Union Gap, WA. 98903 Permit No. ITO+ 133 Phone- 509 - 453 -0074 Plan �� approval Fax- 509- 248 -7887 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: By - Date: , /) - / 7 :) City Of lbkwila BUILDING DIVISION Subject— Permit application - -- re -roof of 4455 -4461 134 Place, Tukwila WA COVER LETTER Date- 10 -30 -09 To— Company--- City of Tukwila Bldg Dept From - -- Mike Leslie Fax #- # of pages- Page1 —Cover page Page 2 thru 7— pewrmit application Page 8 & 9- proposal to owner on re -roof Page 10 —Site drawing Page 11- TPO membrane data sheet Page 12- TPO accessories Page13- Underlayment sheet —data sheet Page 14 and 15- TPO specification- To gain access to roofs a ladder is required. If you will contact Mike leslie at 509- 453 -0074 24 hours in advance roof access via a ladder will be provided 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. j X09 - z33 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 05 2009 A- S City of Tukwila BUI LDING DIVISION RECEIVED NOV 03 2009 PERMIT CENTER \oe- 0) REVIEWED FOR CODE COMPLIANCE APP ONE NOV 0 5 2009 B UILDING DIVISION FILE COPY bO9 233 RECEIVFr , NOV 0 3 2009 PERMIT CEN) t� Mike Leslie From: Sent: To: Subject: July 31, 2009 Attn. Kim Bentz Northstream Development Mike Leslie Friday, July 31, 2009 12:23 PM 'kbentz @northstream.com' 3 blgs Tukwila LESLIE & CAMPBELL INC F.K.A. —Dan Leslie Roofing Inc Dog- 233 1 FILE COPY Permit No. Re- Bldgs located at 4487, 4479 and 4455 5. 134 Place Tukwila WA REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 5 2009 City of Tukwila BUILDING DIVISION The following quotes and notes are per site visit to the roof areas at above bldgs. The roofs systems currently in place are in no danger of immediate total deterioration but are nearing the end of their life expectancy. The original application was of good quality and that has enabled the systems to provide adequate service over their life expectancy. We will list a removal of the old roof system specification and follow that with an option for a recover specification. The recover option will be based on approval by the City of Tukwila Bldg Department and they may require structural engineer certification. INSTALL NEW ROOF SYSTEMS — Removal option 1. Remove old roof system to plywood deck and dispose of 2. Replace any bad plywood at $1.40 per sq ft.. On bldg 4455 there are a couple of small areas where the plywood has delaminated and will have to be replaced. These total approx 200 sq ft. A very rough estimate would be about 1000 sq ft replacement per bldg 3. Remove metal coping and store for reuse 4. Remove metal drain scuppers and replace with tpo clad metal scuppers 5. Install X" dens -deck over roof deck — mechanically fasten- this provides a UL Class A fire rated roof and also provides an excellent buffer between plywood deck and new roof 6. Install mechanically fastened 60 mil Johns Manville TPO —roof is white and hot air welded at seams 7. Fully adhere membrane flashings 8. Re -flash all protrusions 9. Reinstall metal copings —paint top edge and back face of coping to prevent further rusting 10. Five year warranty on roof from our company 11. A 20 year manufactures warranty can be purchased for price listed below. A JM inspector will inspect the roof if this option is taken Price Bldg 4487 - -- $ 120,000.00 20 year warranty -- $ 3,000.00 Price Bldg 4479----$ 113,000.00 20 year warranty - -$ 3,000.00 Price Bldg 4455 - - -$ 95,000.00 20 ear warran - -$ 2,800.00 . i 1 3 RECEIVED IIII': PERMIT CENTER INSTALL NEW ROOF SYSTEMS— Recover option 1. Remove metal coping and store for reuse 2. Replace drain scuppers with tpo clad scuppers 3. Replace damaged plywood on Bldg 4455 as listed above — plywood replacement would be less under this option due to not exposing the plywood. One advantage to removing the old roof is any bad decking is exposed and replaced 4. Install 4.5 oz fleece over the top of existing roof membrane 5. Line 6, 7, 8, 9 and 10 are as listed above 6. A 10 year manufactures warranty can be purchased S keti r`1� Mike Leslie President/Lead Estimator Dan Leslie Roofing, Inc. 506 Ahtanum Rd. Union Gap, WA 98903 509- 453- 0074(P) 509- 248- 7887(F) 509- 728- I218(M) 1111 Price Bldg 4479 - -$ 76,000.00 10 year warranty - -- ,I 11. Price Bldg 4455 - -$ 64,000.00 10 year warranty - - -$ 1,800.00 a 810 ranty - - -$ 2,000.00 Notes 1. Above scopes are subject to approval by the local bldg dept. 2. Above quotes do not include WSST 3. Above quotes are valid for 90 days Johns Manville Description JM TPO -45 and TP0 -6 membranes reinforce t use in mechanically fa. a�a� .1 Grey and Tan Property Weight, lbs. /sq. ft. D 751 (kgs. /sq. meter) JM TPO -45 JM TPO -60 Thickness, in. (mm) D 751 JM TPO -45 JM TPO -60 Tolerance on Nominal D 751 Thickness Thickness Over Scrim, D 6878 in. (mm) Annex Al JM TPO -45 JM TPO -60 Breaking Strength, D 751 Ibf (N) Field Seam Strength, D 751 Ibf (N) Elongation at Break D 751 of Fabric % Tearing Strength, D 751 Ibf (N) Accelerated G 151/154 Weathering REVIEWED FOR CODE COMPLIANCE APPROVED are thCVT "A "A TP0) ap4 1 ti <. ned for roo ing app 'cations. Use JM TPO membranes can be installed in new, reroof (tear -off) and recover roof constructions. In recover construction, if the existing roof is sound, the JM roof can eliminate the cost of disposing of the original roof. Colors White, Grey and Tan Special colors are available with extended lead times. Minimum order quantities may apply. Contact your local JM sales representative for additional information. Standard Sizes Color Width Length White 4 ft. (1.2 m) 100 ft. (30.5 m) 6 ft. 2 in. (1.9 m) 100 ft. (30.5 m) 8 ft. (2.4 m) 100 ft. (30.5 m) 10 ft. (3.0 m) 100 ft. (30.5 m) 12 ft. 4 in. (3.8 m) 100 ft. (30.5 m) 4 ft. (1.2 m) 100 ft. (30.5 m) 8 ft. (2.4 m) 100 ft. (30.5 m) JM TPO membranes meet or exceed all of the requirements of ASTM D 6878. ASTM ASTM Typical Test Method Minimum Values 0.039 (1.0) +/- 10% 0.012 (0.30) 220(979) 66 (294) 15 55 (245) '1J A T a H 0.21 (1.03) 0.29 (1.42) 0.045(1.1) 0.060 (1.5) +/ 10% 0.015 (0.38) 0.022 (0.56) 330 (1468) 75(330) 30 156 (694) Pass 1 1 1 1 1 1 1 Single Ply Rooting ysterns (TP0) ❑ JM TPO-45 C�'JM -45 TPO -60 FILE COPY DornA No. Approvals JM mechanically fastened and adhered TPO Roof Systems are classified by UL (Underwriters Laboratories, Inc.) and FM Global (Factory Mutual). Energy and the Environment ENERGY STAR' Pass Reflectivity: 0.78 Title 24 Pass Reflectivity: 0.78 Emissivity: 0.87 LEED Reflectivity: 0.78 Emissivity: 0.90 Recycled Content Post Consumer: 0% Post Industrial: 3 -5% Producing Locations: Tuscumbia, AL Results shown are for the initial reflectivity and eminence for white membranes; emissivity values for Title 24 are tested per ASTM C 1371; LEED emissivity values are tested per ASTM E 408. Installation Because JM TPO membranes are thermoplastic, they can be rolled out onto the roof substrate and easily welded into one homogeneous sheet using hot air welding procedures. JM TPO membranes can be mechanically attached or adhered to the structural roof deck in accordance with FM Global requirements, building codes, published standard fastening patterns or adhesives recommendations. Refer to JM TPO Roofing Systems Guide Specifications, Detail Drawings and Technical Bulletins for instructions. ASTM ASTM Typical Property Test Method Minimum Values Brittleness Point, D 2137 -40 (-40) -49 ( -45) Max., °F ( °C) Ozone Resistance D 1149 Pass Properties After Heat Aging D573/751 Pass Breaking Strength, 225(1) 330(1.5) Ibf (kN) Elongation at Fabric Break, 13.5 25 Min. ,% Tearing Strength 55 (25) 156 (.7) Ibf (kN) Weight Change, +/ -1 -0.02 Max., Mass % Water Absorption, D 471 +/- 3 Max, Mass % Water Vapor Permeance E 96 Linear Dimension Change, D 1204 +/ -1 Max% Puncture Resistance, Ibf (N) Refer to the Material Safety Data Sheet prior to using JM TPO. Material Safety Data Sheet is available by calling 800 -654 -3103 or online at www.jm.com. ®r ® * H A I L FTM 101C 200(890) Method 2031 E 903 -= RS-82 _00A IN 1 ti + 0.012 3 2009 - 0.01 Nov t Jt1 337 RMIT CENTER 3 Johns Manville Standard TPO Accessories Single Ply Rooting Systems (TPO) Product Description Size Colors Packaging Detail Membrane Non - reinforced membrane for field - fabricated 24 "x 50' White, Grey, Tan Roll corners and pipe fleshings Walkpad Textured walkway protection membrane 5/32" x 30" x 60' White Roll Inside Corner Premolded for easy installation on inside corners White, Grey 10 /box Outside Corner Premolded for easy installation on outside White, Grey 10 /box corners Reinforced Outside Corner Fabricated from TPO membrane with open tab White, Grey, Tan 10 /box design to allow corner to conform to irregular corners Pipe Boots Injection molded boot for use in flashing round 1" - 6" penetrations White, Grey, Tan 10 /box Peel & Stick Pipe Boots Injection molded boot with a white, pressure- 1" - 6" White 8 /box; includes stainless sensitive tape on the flange for use in flashing steel clamps, 2 scrub pads round penetrations and a handle Cover Tape Kit Tape adhesive laminated to cover strip used to strip in metal flanges Coated Metal Termination Bar Aluminum with holes every 6" Bonding Adhesive Laminant of JM TPO membrane and galvanized 4' x 10' sheets steel Solvent -Based For adhering field membrane and vertical surfaces Water -Based For adhering field membrane Membrane Cleaner Used to clean JM TPO membrane when contaminants prohibit a proper weld Membrane Primer Adhesion promoter that must be used prior to applying any TPO Peel & Stick accessory 5" x 100' White, Grey, Tan Sealing Mastic One- component, low viscosity, self wetting, butyl 11 fl. oz. tubes Grey blend Pourable Sealer (A &B) Two -part, modified aromatic urethane Polyurethane Caulk One -part, polyurethane sealant Edge Caulk Edge Sealant RS - 8401 3 - 06 One -part elastomeric sealant used primarily with 11 fl. oz. tubes White 10 tubes /box TPO Cover Tape One -part liquid elastomeric sealant used as a 16 oz. tubes White, Grey, Tan 12 tubes /box sealing agent on cut edges W •A Y a e 1 B 6 10' lengths Silver 50 pieces/tube 10.3 fl. oz. tubes Grey H A I L rtf". ARAM White, Grey 10 sheets /pallet Amber White Clear Clear - Light Yellow Part A: White, Part B: Black . 61 I N D Kit (1 per box): 2 rolls, 1 tube edge caulk, 1 scrub pad and a handle 5 gallon can 5 gallon pail 5 gallon can 3 gallon can 25 tubes /box Kit (1 per box): Part A: 2 - 1 gal. cans Part B: 2 - 1 pint cans 25 tubes /box MATERIAL PROPERTIES Other Roll Widths Available PACKAGING INFORMATION Northwest Linings & Geotextile Products, Inc. 'Helping to Protect the Environmenr 21000 77th Ave. South Kent, WA 98032 (253) 872 -0244 • (800) 729 -6954 FAX: (253) 872 -0245 www.northwestlininqs.com The PermeaTex 4000 Series consists of nonwoven, polypropylene, needlepunched geot- products that are recommended for drainage, filtration, separation, and reinforcement applications. Specific areas of use are subdrainage under roadw....' nd playing fields, foundations, railway construction, rock buttresses, and slope drains. These geotextile products are resistant to ultraviolet degradaf nd to biological and chemical environments found in normal soil areas. TEST ENGLISH METHOD UNIT PermeaTex Nonwoven Geot -- es 4030 4035 4040 4045 4050 4060 4070 4080 4100 4120 4160 Physical Weight (Typical) ASTM D5261 oz. / s.y. 3.1 3.5 4 4.5 5 6 7 8 10 12 16 Mechanical Grab Tensile ASTM D4632 lbs 80 95 110 120 150 160 180 205 250 300 380 Grab Elongation ASTM D4632 % 50 50 50 50 50 50 50 50 50 50 50 Puncture Strength ASTM D4833 lbs 30 60 65 70 85 90 105 130 160 180 240 Trapezoidal Tear ASTM D4533 lbs 25 40 50 50 60 65 75 85 100 115 145 Mullen Burst ASTM D3786 psi 130 200 215 240 275 315 350 400 510 600 800 Hydraulic Apparent Opening Size ASTM D4751 U.S. Sieve 50 70 70 70 70 80 80 80 100 100 100 Water Flow Rate ASTM D4491 gpm / s.f. 150 150 140 120 115 110 100 90 80 75 50 Permittivity ASTM D4491 sec -1 2.00 2.20 2.00 1.80 1.40 1.60 1.50 1.40 1.20 1.00 0.70 Permeability ASTM D4491 cm / sec 0.22 0.25 0.22 0.22 0.23 0.24 0.34 0.38 0.30 0.29 0.27 Endurance UV Resistance (500 hours) % retained 70 70 70 70 70 70 70 70 70 70 70 Standard Roll Width (Lineal Feet) 15 15 15 15 15 15 15 15 15 15 15 Standard Roll Length (Lineal Feet) 360 360 360 360 360 300 300 300 300 300 300 Standard Roll Area (Square Yards) 600 600 600 600 600 500 500 500 500 500 500 12.5 12.5 Note: Minimum average roll values are based on a 95% confidence level. Note: At the time of manufacturing. Abrasion, wetness, handling, storage, and shipping may change these properties. Note : PermeaTex Geotextile Products are manufactured by various manufacturers for distribution by Northwest Linings. PermeaTex is a trade name of Northwest Linings and any use of this name without the express written consent of Northwest Linings is strictly prohibited. The information and data contained herin are believed to be accurate and reliable. Northwest Linings makes no warranty of any kind and accepts no responsibility for the results obtained through application of this information. PermeaTex Products Minimum Average Roll Values 12.5 12.5 12.5 12.5 12.5 15'x 150' Johns Manville Mechanically Fastened TPO Single Ply Roofing System. For use over Johns Manville (JM) approved decks, or insulations. For Regions 1, 2 and 3 Materials per 100 sq. ft. (9.3 sq. meters) of roof area TPO Membrane 105 sq. ft. (9.8 sq. meters) Approximate installed weight ... 37.5 - 40 lbs. (17 -18 kgs.)/ sq. General This specification is for use over any type of approved struc- tural deck which is suitable to receive a mechanically fas- tened membrane. This specification is also for use over certain Johns Manville roof insulation which provides a suitable surface for the TPO membrane. Insulation should be installed in accordance with the appropriate JM Insulation Specification detailed in the current JM Single Ply Roofing Systems Manual. All insulation boards must be mechanically attached to "standard" decks unless specifically accepted for hot asphalt or cold adhesive securement for the particular application by JM TPO roofing systems. There should be a minimum of 5 fasteners per 4' x 8' (1.22 m x 2.44 m) board or 4 fasteners for boards with dimen- sions less than 4' x 8' (1.22 m x 2.44 m). Additional fastening of insulation under mechanically fastened membranes is not required. This specification can also be used in certain reroofing applications. Design and installation of the deck and /or roof substrate must result in the roof draining freely, to outlets numerous enough and so located as to remove water promptly. Minor ponding is acceptable. Note: All general instructions contained in the current JM Single Ply Roofing Systems Manual shall be part of this speci- fication. Fleshings Flashing details can be found in Section 11 of the JM Single Ply Roofing Systems Manual. Application Local wind uplift conditions and characteristics should be considered when designing, specifying, and installing any roofing system. Information from the Single Ply Roofing Industry, FM Global and local building codes can provide guidelines for the designer. Special consideration should be P 1 A Single Ply Roofing Syst Specification ST4RM 5, 0 1 JM TPO -45 or JM TPO -60 TPO Roofing Membrane 5" (125 mm) Min. Lap V Min. 1 1/2" of 2" (40 mm of 50 mm) Lap Welded used when installing 8,10 and 12 foot (2.4 m, 3.1 m and 3.7 m) sheets above two stories. Consult FM Global Approval guide to determine local wind speeds. Design roof with minimum width sheet commensurate with building height and efficiencies to maximize resistance to uplift pressures. Extra High Load Fasteners and Plates are required on all wide width sheets. Unroll the JM TPO Membrane and allow to relax for at least 15 minutes when the temperature is above 60 °F (16 °C), or 30 minutes when temperature is below 60 °F (16 °C), prior to installation. The JM TPO Mechanically Fastened (Plate in the Seam) Roofing Membrane shall only be applied over compati- ble, clean, dry and smooth surfaces in accordance with the JM TPO Detail Drawings. The TPO Roofing membrane should be installed so that the long dimension of the sheet is perpen- dicular to the roof slope, except on steel decks, where the long dimension must be perpendicular to the ribs of the deck. Instruction for positioning and placing the membrane sheet are provided in the TPO Application Guide which is available on the web site at www.jm.com. Except where no other alter- native exists, good roofing practice dictates that the sheets should be laid shingle fashion, so that the seams avoid back- water laps. �r A r_ 6. . ?- vJ L " c ‚Zr Johns Manville Welding of Lap Areas JM TPO Adhered Roofing Systems shall be hot air welded only. All surfaces to be welded shall be clean and dry. Machines for hot air welding are available from several different sources. Each set of instructions by the manufacturer for use shall be followed, as well as all local codes regarding electric grounding, supply and other related functions. Since most automatic welding machines require 218 to 230 volts, the use of a portable generator on the roof is recommended for greater flexibility. Hand -held welding machines are also avail- able to weld membrane. After the preheated nozzle tip is applied in the overlap area and the material starts to flow, immediately follow with a hand roller to press the heated membrane surfaces together with slow, even movements. Keep the roller within 1" (25 mm) of the nozzle tip. Angle the hot air tool so that the flowing air faces the roller. The temper- ature of the hot air tool shall be adjusted so that a minimum amount of smoke is developed and material from the bottom of the sheet begins to soften and flow from the seam. Seam strength may be tested when cool. Quality Control of Seams After heat welding, the seams are checked for integrity with a blunt -ended probe. Any openings or "fishmouths "shall be repaired with a hand -held hot air tool fitted with a narrow nozzle tip and with a roller. Each day, several sections of welded seams shall be pulled apart by the roofing contractor to test the quality of the welds. Should the welds be deficient, a more thorough examination of the work performed must be carried out and necessary repairs made. JM TPO Seam Sealant is used to seal the membrane edges where reinforc- ing fabric is cut and exposed and shall be completed by the end of each working day. Vl A Y 8 61 a as 9 . c = -- -- = A.:. A . .' . Single Ply Roofing Syste s (TPO) Specification ST4RM/ T6RM Perimeter Attachment Install perimeter sheets per the specifier's requirements but not less than two perimeter sheets parallel to the perimeter and fastened with JM TPO roofing systems accepted fasten- ers and plates at the predetermined spacing in the lap area. Secure attachment of the TPO roofing membrane at the perimeter and at penetrations can be accomplished by mechanical fastening (using High Load Fasteners and Plates) or APB Plates or other approved fastener as appropriate for substrate. Refer to the TPO Flashing Details for further infor- mation. For FM Global insured buildings, follow guidelines in the FM Global Loss Prevention Data Sheet 1 -28, i.e., the small- er of 0.1 times the lesser plan dimension or 0.4 times the height, but not less than 4% of the lesser plan dimension, or 3 ft. (0.92 m). Fasteners shall be supplied and installed in accordance with these specifications. NJ I N City of Tukwila G1 :w o � :4r �, 3: Department of Community Development June 17, 2010 Mike Leslie Leslie & Campbell, Inc. 506 Ahtanum Road Union Gap, WA 98903 RE: Request for Extensions Development Permit No D09 -233 & 234 Northstream Properites Dear Mr. Leslie, This letter is in response to your written request for an extension to Permit Numbers D09 -233 and D09 -234. The Building Official has reviewed your letter and considered your request to extend the above referenced permits. The City of Tukwila Building Division will be extending your permits an additional 60 days from the date of expiration, through September 10, 2010, as requested. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, (Jen)ife( M shall er it c ician File: Permit No. D09 -233 & 234 W:\Permit Center\Extension Letters\Permits\2009\D09 -234 Permit Extension.doc Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 RECEIVED JUN 10 2010 Oi M o g RrT June 8, 2010 Attn: Building Official City of Tukwila Re: Permit No. D09 -233 & D09 -234 We would like to request a 60 day extension on the above referenced building permits. Due to weather conditions these jobs have taken more time to complete than expected. Thank you, Mike Leslie President LESLIE & CAMPBELL, INC. FKA DAN LESLIE ROOFING, INC. 506 AHTANUM ROAD UNION GAP, WA 98903 (509) 453 -0074 OR FAX: (509)248 -7887 CONTRACTORS LICENSE NO. LESLI *C910PF a/4-bi,f4;" aci4eai t'serc' Altolto ,00/./teya MIKE LESLIE 506 AHTANIJM UNION GAP WA 98903 RE: Permit No. D09 -233 4455 S 134 PL TUKW Dear Permit Holder: City of Tust la Jim Haggerton, Mayor epartment of Community Development Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 07/12/2010. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 07/12/2010, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, " JU --- ...x j ,___ Bill Rambo Permit Technician File: Permit File No. D09 -233 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 -233 DATE: 11 -03 -09 PROJECT NAME: NORTHSTREAM PROPERTIES SITE ADDRESS: 4455 S 134 PL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPART ENTS: E ding vision Public Works Complete Comments: DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -05-09 REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 4 PE Y Q JA /V /4- 1\- - O' Fire Prevention Structural Incomplete n ❑ Permit Coordinator Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route n Structural Review Required ❑ No further Review Required DATE: DUE DATE: 12 -03 -09 Approved Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Planning Division Not Applicable n 1 1 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status DANLER *193BK DAN LESLIE ROOFING CONSTRUCTION CONTRACTOR GENERAL UNUSED 1/12/1981 12/1/1990 ARCHIVED DANLER *266D1 DAN LESLIE ROOFING CONSTRUCTION CONTRACTOR ROOFING SIDING 3/21/197411/28/1981 ARCHIVED DANLERI101 NM DAN ROOFI ROOFING INC CONTRACTOR CONSTRUCTION ACTOTOR GENERAL UNUSED 8/14/1990 5/1/2010 INACTIVE Name Role Effective Date Expiration Date LESLIE, MICHAEL D 10/06/2009 CAMPBELL, ROGER A 10/06/2009 Campbell, Barbara M. SECRETARY 10/06/2009 Leslie, Judith Gail TREASURER 10/06/2009 Untitled Page • • General /Specialty Contractor A business registered as a construction contractor with LEtI 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 Phone Address Suite /Apt. City State Zip County Business Type Parent Company LESLIE Et CAMPBELL INC 5094530074 506 AHTANUM RD YAKIMA WA 98903 YAKIMA Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 601257321 ACTIVE LESLI *C910PF CONSTRUCTION CONTRACTOR 10/6/2009 5/1/2010 GENERAL UNUSED Other Associated Licenses Business Owner Information Bond Information https://fortress.wa.gov/lni/bbip/Detail.aspx Page 1 of 2 11/18/2009