HomeMy WebLinkAboutPermit D09-234 - NORTHSTREAM PROPERTIES - REROOFNORTHSTREAM
PROPERTIES
4475 S 134 PL
D09 -234
Parcel No.: 2613200084
Address: 4475 S 134 PL TUKW
Suite No:
Tenant:
Name: NORTHSTREAM PROPERTIES
Address: 4475 S 134 PL , TUKWILA WA
City* Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite # 100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Inspection Request Line: 206 - 431 - 2451
Web site: ht tp: / /www c 1. to kwil a. wa. us
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 , YAKIMA WA 98903
Phone: 509- 453 -0074
Contractor License No: LESLI *C910PF
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
$78,000.00
DEVELOPMENT PERMIT
* *continued on next page **
Permit Number: D09 -234
Issue Date: 11/18/2009
Permit Expires On: 05/17/2010
Expiration Date: 05/01/2010
Fees Collected: $1,961.73
International Building Code Edition: 2006
Occupancy per IBC:
D09 -234 Printed: 11 -18 -2009
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
City oliTukwila
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
Permit Number: D09 -234
Issue Date: 11/18/2009
Permit Expires On: 05 /17 /2010
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
Permit Center Authorized Signature:
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: `4 w , Date: L
Print Name: in (1- ( I- _ 0 S I, 1
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.
doc: IBC -10/06
Date: 1
D09 -234 Printed: 11 -18 -2009
Parcel No.: 2613200084
Address:
Suite No:
Tenant:
doc: Cond -10/06
4475 S 134 PL TUKW
• •
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
NORTHSTREAM PROPERTIES
1: ** *BUILDING DEPARTMENT CONDITIONS * **
PERMIT CONDITIONS
* * continued on next page **
Permit Number:
Status:
Applied Date:
Issue Date:
D09 -234
ISSUED
11/03/2009
11/18/2009
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.
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.
D09 -234 Printed: 11 -18 -2009
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: Date: // ^ / U 0 el
Print Name:
doc: Cond -10/06 D09 -234
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
ht4x/Iwww.ci.tukwila.wa.us
ki -Mrdy.
City
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 ** -ii ( W- 0801
King Co Assessor's Tax No.: 1-- 1 -i 3 75 1
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Site Address: '"Y �' 1 S' �� S S 1 3 I �4.0.. i l,40 u to Number: 6 Floor:
Tenant Name: sv Dr k\-..g. "krt C_er., - Pc` 'Off , 6-NWC1 c9 91 New Tenant: ❑ Yes ❑ ..No
Property Owners Name: \ �c or ,C
Mailing Address: - 7 e EN 4 ~ Aut. 5 4 ► °`
State Zip
o we contactw hen yonr.permit is, ready to be
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E -Mail Address: (16 kc. A...cov /C_ Site l` o o t r^ y r n C. Fax Number: S nes -aye - 7 c
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Company Name:
Mailing Address:
Company Name:
Mailing Address:
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ontract r Information forMechsaical (pg'4)Ifor Plumbing and Gas P�ping.(p
Company Name: ,L C. 6 ( 1 4. l e* p <-1 ,, rr I� C.
Mailing Address: ,�O 6 $1. G f\ v +'- €) n:4.0 0. " p
Contact Person: \ k C � � Day Telephone: 5 vg - y 5 3 - C7 o79
E -Mail Address: ry:. t. k. () G R 1, ‘ L t` 0 '44 1 r Fax Number: 5 tact - _. (g - 71S` r °
Contractor Registration Number: L ES 1-I * C g 1 0 P F Expiration Date: " 0 L
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KIC 1,,. {{ CT :OF RE All plans must be wet stamped brArchitect orR ec
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City
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
5
ENG ►INFER OF RECORD -All plans mnstt w stamped by Engin ofRe
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Contact Person: Day Telephone:
E -Mail Address: Fax Number:
H:Uppfiratiens \Forms- Applicatiow On Line\2009 Applieetiom \1 -2009 - Permit Application.doe
Revised: 1 -2009
b6
Day Telephone: tSCA - 3 - O l714
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City State Zip
State
State
Zip
Zip
Page 1 of 6
Ai.UIL IN GTE' w;
Valuation of Project (contractor's bid price): $ eaf;
Scope of Work (please provide detailed information):
4 n L .
„ r. J r--L
Will there be new rack storage? ❑ Yes
❑.. No
If yes, a separate permit and plan submittal will be required.
aAll Building `r�asin ScpiiiialFOO tage Below
PLANNING DIVISION: greater than 18 inches)
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs
'For an Accessory dwelling, provide the following:
Floor area of principal dwelling: Floor area of accessory dwelling:
Lot vid d q ft): principal primary residence.
Number of Parking Stalls Provided: Standard:
*Provide documentation that shows that the rinci al owner lives in one of the dwellings as his or her rims Handicap.
Compact:
Will there be a change in use? ❑
Yes ❑ No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
None ❑ Other (specify)
❑ sprinklers ❑ Automatic Fire Alarm ❑ ❑ No
Will there be storage or use of flammable, combustible or hazardous materials in the building?
Yes
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 Health
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County
Department.
H:Upplicerions\Fmms- Applications On Line \2009 Applications \1 - 2009 - Permit Application.doc
Revised: 1 -2009
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Page 2 of 6
PLICATION NOTE :_ , Appl to raU perm�t� In`tb><s apphcahonY
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: CG ,-- ek
Print Name: MI \,1<._ C L L S 1 1
Mailing Address: u ti
I Date Application Accepted:
H;\Applicatiom\FomwApplications On Line\2009 Applications \1 -2009 • Pemtit Application.doc
Revised 1-2009
U ni oN
Day Telephone:
C `P
City
Date: I c _
SoS - Lisa -
Lk 9x50
State Zip
Date Application Expires:
Staff Initials: G6g
Page 6 of 6
Parcel No.: 2613200084
Address: 4475 S 134 PL TUKW
Suite No:
Applicant: NORTHSTREAM PROPERTIES
Receipt No.: R09 -01845
Payee: LESLIE & CAMPBELL INC
•
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
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 5039 1,190.70
Authorization No.
ACCOUNT ITEM LIST:
Description
BUILDING - NONRES 000.322.100
STATE BUILDING SURCHARGE 640.237.114
RECEIPT
Payment Amount: $1,190.70
Permit Number: D09 -234
Status: APPROVED
Applied Date: 11/03/2009
Issue Date:
Total: $1,190.70
Initials: WER Payment Date: 11/18/2009 01:44 PM
User ID: 1655 Balance: $0.00
Account Code Current Pmts
1,186.20
4.50
PAYMENT
RECEIVED
doc: Receiot -06 Printed: 11 -18 -2009
Payee: MICHAEL LESLIE
TRANSACTION LIST:
Type
ACCOUNT ITEM LIST:
Description
PLAN CHECK - NONRES
•
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
RECEIPT
Parcel No.: 2613200084 Permit Number: D09 -234
Address: 4475 S 134 PL TUKW Status: PENDING
Suite No: Applied Date: 11/03/2009
Applicant: NORTHSTREAM PROPERTIES Issue Date:
Receipt No.: R09 -01726 Payment Amount: $771.03
Initials: WER Payment Date: 11/03/2009 10:44 AM
User ID: 1655 Balance: $1,190.70
Method Descriptio Amount
Payment Check 2003 771.03
Authorization No.
Account Code Current Pmts
000.345.830 771.03
Total: $771.03
% AYMENT
RECEIVED
doc: Receiot -06 Printed: 11 -03 -2009
Proj!'�f ( cal 5-1701-41
N
fr ,
Type of In�ectipn: ,
r O , A 6
,� A U, l
Address:
A`� S.
1
1
3
� � l-
Date Called:
Special Instructions:
Date Wanted:
-7
a.m.
-2_7 -- (0 p.m.
Requester:
Phone No
0 q ''''
53-0071
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
0 -231
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION t2'
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Approved per applicable codes. El Corrections required prior to approval.
COMMENTS:
—
C D f-
ctor:
❑ • 0.00 REINSPECTION FE�REQUIRE J. Prior to inspection, fee must be
•a d at 6300 Southcenter BlJ Suite 100. Call to schedule reinspection.
Rec-'• No.:
Date:
7 Z7 -17
Date:
Project:
AMA"T7 - 7 �IFtl.-2'2 �iI?D A
Type of Inspection:
p - ti'f ,P Ddb'
Address:
5 75 S /35/ 7~'L
Date Called:
Special Instructions:
-- 11) ° --
5 A53 O 0 i) /j
Date Wanted:
/— /3
0
.m
p.m.
Requester:
Ph -- � No: �� __
/
� ?
ter
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
1)6 /
PERMIT NO.
(206)431 -3670
qk
Approved per applicable codes. Corrections required prior to approval. 3
COMMENTS:
_CoA
spector:
Date: t ..- ` 3 - ( \
ri $60.00 REINSPECTION FEE REQUJRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
'Date:
I�
5
r
OW Y
Johns Manville
Building Owner
Northstream Development
Kirkland, WA 98033
Building Name
Fostoria Park
4475 -4485 S. 134th Place
Tukwilla, WA 98168
Approved Roofing Contractor
Leslie & Campbell, Inc.
506 Ahtanum Road
Union Gap, WA 98903
Insulation Type : None ,None ,None
Accessories (Type and Quantity)
WHAT TO DO IF YOUR ROOF LEAKS
If you should have a roof leak please refer to directions on the reverse side.
C,
oi] ������������������������������������������������
By : Fred Stephan
Title : Vice President & General Manager
Roofing Systems Group
Years 20
Peak Advantage Guarantee
Guarantee Number: ANT151079828
Date of Completion: 6/21/2010
Terms & Maximum Monetary Obligation to
Maintain a Watertight Roofing System.
No Dollar Limit
Coverage
The components of the Roofing System covered by this Guarantee are: Totnl Squares: 300
Membrane Spec. and Type : Mechanically Fastened -ST6RM TPO
n PrsrsrJ�rPr�rJ�rJ�rJ�r�rJ�rJ�rJ�rJ�r1r- PrJ�r�rJ��Pr�rJ�rJ�rJ�rltJ�rSrJ�cPrJrJ�rJ�r�rJ�rJ�rJ�rJ�rJ�rJ�rlr. frJ�rJ�rJ�r�r�rJ�r�rJ�r�rJ�rJ�r�r�r�r� PrJ PrJ ' �
C
c
c
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 during the Term commencing with the Date of Completion, JM will pay for the materials and labor required to
promptly repair the Roofing System to retunt 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 Owners 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 IM to repair the
Roofing System, or any part of the Roofing System, for leaks resulting from (a) natural disasters including but not limited to the direct or indirect effect of lightning, flood. hail
storm, earthquake, tornados, hurricanes or other extraordinary natural occurrences and/or wind speeds in excess of 72 miles per hour, (b) misuse, abuse or negligence. (c)
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 Roofing System or the Building's usage that are not pre - approved in
wri ting 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 part of the Roofing System.
This Guarantee becomes effective when (1) it is delivered to Owner: and (2) all bills for installation, materials, and services have been paid in full to the Approved Roofing
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
jurisdiction until the mediation is completed.
TO THE FULLEST EXTENT PERMITTED BY LAW, .IM 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 11 UNDER THIS GUARANTEE IS TO MAKE REPAIRS NECESSARY TO MAINTAIN THE ROOFING
SYSTEM IN A WATERTIGHT CONDITION IN ACCORDANCE WITH THE OBLIGATIONS OF JM UNDER THIS GUARANTEE.
,fM 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 BE
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 1M pays for repairs which are required due to the acts or omissions of others, JM shall be subrogated to all rights of recovery of the Building Owner to the extent of the
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 1M 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 nor is it responsible for a roofing contractor's work except to the extent stated herein, and roofing contractors are not agents of .IM.
'JOHNS MANVILLE ( "JM ") is a Delaware corporation with its principal mailing address at P.O. Box 5108. Denver, Colorado 80217 -5108.
Attorney -in -Fact
LESLIE & CAMPBELL INC FELE C t rY
506 Ahtan um
Union Gap, WA. 98903 Penult ' 4 c . D0' 2
Phone- 509-248-7887 9 -248 -7 509-453-0074 P lan r�8tl� vat to MOO and o M •
Fax -509- 248 -7887 � does not authorize
of oonstni
the violation of any adopted cods or ordinance. Receipt
of approved Fleld Copy and condkions 18 acknctivladget
Date: I < < ° 9
City Of Tukwila
BUILDING DIVISION
Subject— Permit application - -- re -roof of 4475 -4485 134 Place, Tukwila WA
COVER LETTER
Date- 10 -30 -09
To—
Company--- City of Tukwila Bldg Dept
From - -- Mike Leslie
Fax #-
# of pages-
Pagel —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
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NOV 0 5 2009
S btie.
City of Tukwila
BUILDING DIVISION
RECEIVED
NOV 0 3 2009
PERMIT CENTER
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.
DOTE: Revisions will require a new plan submittal
rill may include additional plan review fees.
1)
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NOV 0 5 2009
City of Tukwila
BUILDING DIVISION
Li I
I 3y 7 - #- i(cc
FILE COPY
Permit Na
Dog z3H
RECEIVEr
NOV 0 3 2009
PERMIT GENTEh
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
Re- Bldgs located at 4487, 4479 and 4455 S. 134 Place Tukwila WA
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 %" 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
k,
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
1
FILE COPY
REVIEWED FOR
CODE COMPLIANCE
FORME
Nov 0 5 2009
City of Tukwila
BUILDING DIVISION
2.3
1.4 b TN'
RECEIVEr
OV ' 3 2009
PERMIT CENTEI
..•A -- 81011 11 -
Price Bldg 4479 - -$ 76,000.00 10 year warranty - --
Price Bldg 4455 - -$ 64,000.00 10 year warranty - - -$ 1,800.00
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
Mike Leslie
President/Lead Estimator
Dan Leslie Roofing, Inc:
506 Ahtanum Rd.
Union Gap, WA 98903
509 - 453- 0074(P)
509-248-7887(F)
09,j2- 12.r8(M)
ranty - - -$ 2,000.00
2
Johns Manville
Description
JM TPO -45 and TPO -60 are the
membranes reinforced with a
use in mechanically fastened
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
White
Grey and
Tan
at www.jm.com.
Width
4ft.(1.2m)
6 ft. 2 in. (1.9 m)
8 ft. (2.4m)
10 ft. (3.Om)
12 ft. 4 in. (3.8 m)
4ft.(1.2m)
8 ft. (2.4m)
Single Ply Roofing ystems (TPO)
❑JM TPO -45 ktM TPO -60
REVIEWED FOR
CODE COMPLIANCE
APPRflVED
lyest rif9a �i for
x.131 ' �; . DI ISVON
JM TPO membranes meet or exceed all of the requirements of ASTM D 6878.
ASTM ASTM Typical
Property Test Method Minimum Values Property
Weight, lbs. /sq. ft. D 751
JM TPO -45
JM TPO -60
Thickness, in. (mm) D 751
JM TPO -45
JM TPO -60
Tolerance on Nominal D 751 +/- 10%
Thickness
Thickness Over Scrim,
in. (mm)
•JM.TPO -45
JM TPO -60
Breaking Strength,
Ibf (N)
Field Seam Strength,
Ibf (N)
Elongation at Break
of Fabric %
Tearing Strength,
Ibf (N)
Accelerated
Weathering
0.039 (1.0)
D 6878 0.01210.30)
Annex Al
D 751 220(979)
D 751 66 (294)
D 751 15
D 751 55 (245)
G 151/154
Length
100 ft. (30.5 m)
100 ft. (30.5 m)
100 ft. (30.5 m)
100 ft. (30.5 m)
100 ft. (30.5 m)
100 ft. (30.5 m)
100 ft. (30.5 m)
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
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
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
Reflectivity: 0.78 Emissivity: 0.90
Recycled Content
Post Consumer: 0% Post Industrial: 3 -5%
Producing Locations: Tuscumbia, AL
LEED
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.
Brittleness Point, D 2137
O
FILE COPY
ASTM ASTM Typical
Test Method Minimum Values
Ozone Resistance D 1149 Pass
Properties After
Heat Aging D 573/151
Breaking Strength,
Ibf (kN)
Elongation at Fabric Break
Min. , %
Tearing Strength
Ibf (kN)
Weight Change,
Max, Mass %
Water Absorption,
Max, Mass %
Water Vapor Permeance
Linear Dimension Change,
Max. %
Puncture Resistance,
Ibf (N)
D471 +/ -
E96
0 1204 + / -1
FTM 101C 200 (890)
Method 2031
E 903
-40 ( -40) -49 ( -45)
Pass
225(1) 330(1.5)
13.5 25
55125) 156 (.7)
+/ -1 -0.02
+1.2RECEIVED
0.012 NOV 03 2009
- °°PERMIT CENTER
337(1500)
P09- 13
RS -8208 3 -06
6.101
Johns Manville
Standard TPO Accessories
Product
Detail Membrane
Inside Corner Premolded for easy installation on inside corners
Outside Corner Premolded for easy installation on outside
corners
Pipe Boots
Cover Tape Kit Tape adhesive laminated to cover strip used to
strip in metal flanges
Coated Metal
Termination Bar Aluminum with holes every 6"
Membrane Primer Adhesion promoter that must be used prior to
applying any TPO Peel & Stick accessory
Sealing Mastic
Edge Caulk
RS -8401 3 -06
Description
Injection molded boot for use in flashing round 1" - 6"
penetrations
Pourable Sealer (A &B) Two -part, modified aromatic urethane
Polyurethane Caulk One -part, polyurethane sealant
o 1 R H
Single Ply Hooting Systems ITPU)
Size Colors
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
Laminant of JM TPO membrane and galvanized 4' x 10' sheets
steel
5" x 100' White, Grey, Tan
r
N A I L
Packaging
White, Grey 10 /box
White, Grey 10 /box
Reinforced Outside Corner Fabricated from TPO membrane with open tab White, Grey, Tan 10 /box
design to allow corner to conform to irregular
corners
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
Kit (1 per box):
2 rolls, 1 tube edge caulk,
1 scrub pad and a handle
White, Grey 10 sheets /pallet
10' lengths Silver 50 pieces/tube
Bonding Adhesive
Solvent -Based For adhering field membrane and vertical Amber 5 gallon can
surfaces
Water -Based For adhering field membrane White 5 gallon pail
Membrane Cleaner Used to clean JM TPO membrane when Clear 5 gallon can
contaminants prohibit a proper weld
Clear - Light Yellow 3 gallon can
One- component, low viscosity, self wetting, butyl 11 fl. oz. tubes Grey 25 tubes/box
blend
Part A: White, Part B: Black Kit(1.per box):
Part A: 2 -1 gal. cans
Part B: 2 -1 pint cans
10.3 fl. oz. tubes Grey 25 tubes/box
One -part elastomeric sealant used primarily with 11 fl. oz. tubes White 10 tubes /box
TPO Cover Tape
Edge Sealant One -part liquid elastomeric sealant used as a 16 oz. tubes White, Grey, Tan 12 tubes /box
sealing agent on cut edges
W I N D _
MATERIAL PROPERTIES
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.northwestlinings.com
The PermeaTex 4000 Series consists of nonwoven, polypropylene, needlepunched geote - '" 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 degradat's• nd to biological and chemical environments found in normal soil areas.
TEST ENGLISH
METHOD UNIT
PermeaTex Nonwoven Geot - es
PermeaTex Products
Minimum Average Roll Values
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 Ibs 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 Ibs 30 60 65 70 85 90 105 130 160 180 240
Trapezoidal Tear ASTM D4533 Ibs 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
PACKAGING INFORMATION
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
Other Roll Widths Available
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 tnese 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.
12.5 12.5
12.5 12.5
12.5 15 150'
Johns Manville
Mechanically Fastened TPO Single PIy 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
pondingis 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
PIy 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 PIy Roofing
Industry; FM Global and local building codes can provide
guidelines for the designer. Special consideration should be
Single PIy Roofing Syst
Specification ST4RM
c
0
JM TPO -45 or JM TPO -60
TPO Roofing Membrane
5" (125 mm) Min. Lap
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.
off
•
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.
a 4 n m
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.
H A I i
June 17, 2010
Mike Leslie
Leslie & Campbell, Inc.
506 Ahtanum Road
Union Gap, WA 98903
Department of Community ;' evelopment
RE: Request for Extensions
Development Permit No D09 -233 & 234
Northstream Properites
Dear Mr. Leslie,
Jim Haggerton, Mayor
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,
f\
e 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
Jack Pace, Director
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
1U 'i 0 241t1
DoE N
OPO
i7�-
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
, AMPBELL, INC.
{. y, •. ., I �: irC
_•lei `,se�.a lt. ��. ji: ., .....r .. F,t 4: e'... s'•r» � «C- �it..._��.r��1iJi`�
a il . l.cz.b
L de l -c
i30',6310
t>s 7 - 1 )--1
otth Ito
MIKE LESLIE
506 AHTANUM
UNION GAP WA 98903
RE: Permit No. D09 -234
4475 S 134 PL TUKW
Dear Permit Holder:
Department of Community Development
Jim Haggerton, Mayor
Jack Pace, Director
In reviewing our current records, the above noted permit has not received a final inspection by the City of
Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform
Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the
provisions of these codes shall expire by limitation and become null and void if the building or work authorized
by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work
authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on 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,
— 1 ). 10
Bill Rambo
Permit Technician
File: Permit File No. D09 -234
6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
DEPARTMENTS:
, n
t� 1 4 4 9
`6711ding a�Jlslo
Public Works
Complete
Comments:
Documents/routing slip.doc
2 -28 -02
r s
•
PE .I
PLAN REVIEW /ROUTING SLIP
n
Structural
Incomplete
APPROVALS OR CORRECTIONS:
REVIEWER'S INITIALS:
TUES/THURS ROUTING:
Please Route n Structural Review Required
ACTIVITY NUMBER: D09 -234 DATE: 11 -03 -09
PROJECT NAME: NORTHSTREAM PROPERTIES
SITE ADDRESS: 4475 S 134 PL
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # After Permit Issued
A 1 0
Fire Prevention J
n
n
DATE:
Planning Division
Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11-05-09
Not Applicable
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg El Fire ❑ Ping ❑ PW ❑ Staff Initials:
No further Review Required
REVIEWER'S INITIALS: DATE:
DUE DATE: 12-03-09
u
Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑
Notation:
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
LESLIE
ROOFING
INC
CONSTRUCTION
CONTRACTOR
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
iated Licenses
Business Owner Information
Bond Information
https://fortress.wa.gov/lni/bbip/Detail.aspx
Page 1 of 2
11/18/2009