HomeMy WebLinkAboutPermit D14-0202 - CHAIRS & SPECIALTY FOOD WAREHOUSE - REROOFCHAIRS & SPECIALTY FOO 3
WAREHOUSE
100 ANDOVER PARK E
EXPIRED
12/08/15
D14-0202
Parcel No:
Address:
Project Name:
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: htto://www.TukwilaWA.gov
DEVELOPMENT PERMIT
2623049101 Permit Number: D14-0202
1000 ANDOVER PARK E BLDG
CHAIRS & SPECIALTY FOOD WH
Issue Date: 7/14/2014
Permit Expires On: 1/10/2015
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Contractor:
Name:
Address:
License No:
Lender:
Name:
Address:
1006 ANDOVER ASSOCIATES
5851 S 194TH ST C/O CABLE
MANAGEMENT, KENT, WA, 98032
JAY MYLAN
12511 238 ST SE , SNOHOMISH, WA,
98296
MY -LAN CO INC
12511 238TH ST SE , SNOHOMISH,
WA, 98296-5462
MYLANCI009DC Expiration Date:
Phone: (206) 954-7444
JANUARY COMPANY
5851 S 194 ST, KENT, WA, 98032
Phone: (360) 668-4455
DESCRIPTION OF WORK:
INSTALL NEW TPO WHITE MEMBRANE ROOF SYSTEM OVER THE TOP OF AN EXISTING 3 PLY BUILT-UP SYSTEM
Project Valuation: $84,975.00
Type of Fire Protection: Sprinklers:
Fire Alarm:
Type of Construction:
Electrical Service Provided by: TUKWILA FIRE SERVICE
Fees Collected: $2,306.72
Occupancy per IBC:
Water District: TUKWILA
Sewer District: TUKWILA SEWER SERVICE
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
2012
2012
2012
2012
International Fuel Gas Code:
WA Cities Electrical Code:
WA State Energy Code:
2012
2012
2012
Public Works Activities:
Channelization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering:
Landscape Irrigation:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
Volumes: Cut: 0 Fill: 0
Number: 0
No
Permit Center Authorized Signature:
Date: 6 7// (7/( j
I hearby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other
state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this
development permit and agree to the conditions attached to this permit.
Signature:
Print Name:
mii%
Date: / �5 /q
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: ***BUILDING PERMIT CONDITIONS***
2: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
3: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
4: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap
the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks,
wells, and other excavations. Final inspection approval will be determined by the building inspector based
on satisfactory completion of this requirement.
6: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the
City of Tukwila Building Department (206-431-3670).
7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
8: 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.
9: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an
approval of, any violation of any of the provisions of the building code or of any other ordinances of the City
of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other
ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction
documents and other data shall not prevent the Building Official from requiring the correction of errors in
the construction documents and other data.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
0103 PRE-REROOF
CITY OF TUKW._A
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Permit No. M
Project No. LLtt
Date Application Accepted: (p "2-Z 1 '7
Date Application Expires: 0- —)-71—( V
For off ice use onl
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
SITE LOCATION
King Co Assessor's Tax No.:
Site Address: loob AN -Doi t. Q, IC_E TiJ1=v�/tt.�a
Tenant Name: tr�S Ztdt FC D Vvinae‘Aot.SE
PROPERTY OWNER
Name: J-44404.12V
ConipAN.y
Address: s85l 5
iq 1.44 r.
City: K .t..
State:WA
Zip: 9S032_
CONTACT PERSON - person receiving all project
communication
Name: 3-4,./ My LAi4
Address:l z5 t I — Z3 8T 51
City: 5(40-0wltS6.} State: wA Zip:$ Zq ,
One: _45(4,_ 1 FaX:3G0 -(alai _ jq'QS
Email: vrnyl 4-
riceeA.r4'I1 I i nk .n6
GENERAL CONTRACTOR INFORMATION
Company Name: my -LAN Co.) tNe '
Address:p 0. pv,Lgl_
City: wOGDIL`1V11,1 State: Zip980%Z
Phoney ��• LI4I�5 Fax , - 1408-
Contr Reg No.: cumLiNCt00DExp Date: .1-25-1,6
Tukwila Business License No.: Bus O 1 00g7d
Suite Number:
Floor:
New Tenant: ❑ Yes .. No
ARCHITECT OF RECORD
Company Name: M/A
Architect Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
ENGINEER OF RECORD
Company Name: tn4 41 008 N
Engineer Name: ,xveera:r A
Address:g72.6. _ 3► ttAveNe
5 , .._7
City:9 Stater ,
Zip:ggl1S
Phone .- 52-S -7 clot. Fax(act)-SZZ—u qg
Email: enzt1Y1eir l'S►`1b1�„ airy,"''9
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name: NI'
l`.,l A GC aJe y
C•� A
uy
Address: 7
S.. . 9,
City: kr . ,4.
State
Zip: 9 Pa
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Page 1 of 4
BUILDING PERMIT INFORMATIO 206-431-3670
Valuation of Project (contractor's bid price): $ S4t a2SSDO Existing Building Valuation: $
Describe the scope of work (please provide detailed information): .-1-1— NS(V TYPO V1/t1 L`T . ty1rY) 2AI
bF SYS-MITI OVI T TDP of Eusl-1146- 3 PLy ttx--O? ssisTem _
Will there be new rack storage? ❑ ....Yes
If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1' Floor
//IIII
n1
2nd Floor
3ra Floor
--
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
_
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard:
Compact: Handicap:
Will there be a change in use? 0 Yes 0 No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
0 Sprinklers 0 Automatic Fire Alarm ❑ None 0 Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes J 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.
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Page 2 of 4
PERMIT APPLICATION NOTES —
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWN ' OR A T RIZED AGENT: Signature: Date: C/24 Ji7L
Print Name: 4y '1 L) I
Mailing Address: p �' C112--
'y'c P1 Nvt ILE
Day Telephone:*lo) C154"7444
City
Yvan q8072,
State Zip
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Page 4 of 4
PUBLIC WORKS PERMIT INFi _✓IATION — 206-433-0179
Scope of Work (please provide detailed information):
Ca11 before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
❑ .. Tukwila 0 ...Water District # 125
❑ .. Water Availability Provided
Sewer District
❑ .. Tukwila
❑ .. Sewer Use Certificate
Septic System:
O On -site Septic System — For on -site .tic system, provide 2 copies of a current septic design app• 'ed by King County Health Department.
❑... Highline
.Valley View ❑...Renton
❑ . ewer Availability Provided
0... Renton
0... Seattl
Submitted with Application (mark boxes 'ch apply):
❑ .. Civil Plans (Maximum Paper Size — 22 34")
❑ .. Technical Information Report (Storm Drain. -) ❑... Geotechnical Re • ❑ .. Traffic Impact Analysis
❑ .. Bond ❑... Insurance ❑... ement(s) ❑...Maintenance : eement(s) ❑ .. Hold Harmless — (SAO)
0 .. Hold Harmless — (ROW)
Proposed Activities (mark boxes that apply):
❑ .. Right-of-way Use - Nonprofit for less than 72 hours
❑ .. Right-of-way Use - No Disturbance
❑ .. Construction/Excavation/Fill - Right-of-way 0
Non Right-of-way 0
❑ .. Total Cut
❑ .. Total Fill
cubic yards
cubic yards
0... Ri_ ' of -way Use - Profit for less than 72 hours
t-of-way Use — Potential Disturbance
Work in Flood Zone
torm Drainage
❑ .. Sanitary Side Sewer 0... Aband. eptic Tank 0...Grease Interceptor
❑ .. Cap or Remove Utilities 0... Curb t ❑... Channelization
0 .. Frontage Improvements ❑... P. ent Cut 0...Trench Excavation
0 .. Traffic Control 0... oped Fire Line 0...Utility Undergrounding
❑ .. Backflow Prevention - Fire Protection
Irrigation
Domestic Wate
❑ .. Permanent Water Meter Size (1)
❑ .. Temporary Water Meter Size (1)
❑ .. Water Only Meter Size
❑ .. Sewer Main Extension Public ❑
0 .. Water Main Extension ... Public ❑
FINANCE INFORMATIO
WO # (2) " # (3) " WO #
WO # (2) " WO (3) " WO #
WO # ❑ .. Dedu Water Meter Size
Private 0
Private ❑
Fire Line Size at Prope ine Number of Public Fire Hydrant(s)
❑ .. Water ❑ .. Sewer 0 .. Sewage Treatment
Month) Service B. n ' to:
Name:
Mailing Addr
Water Meter Refund/Billing;
Name:
Mailing Address:
Day Telephone:
City
State Zip
Day Telephone:
City
State Zip
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Page 3 of 4
DESCRIPTIONS
Pi
Cash Register Receipt
City of Tukwila
ACCOUNT
QUANTITY PAID
$2,306.72
D14-0202 Add ress:1000 ANDOV€
DEVELOPMENT
K E BLDG Apn:
23049101
$2,306.72
$2,239.01
PERMIT FEE
R000.322.100.00.00
0.00
$1,354.25
PLAN CHECK FEE
R000.345.830.00.00
0.00
$880.26
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE
$67.71
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R2485
R000.322.900.04.00
0.00
$67.71
$2,306.72
Date Paid: Friday, June 27, 2014
Paid By: GERALD MYLAN MY LAN CO INC
Pay Method: CREDIT CARD 049540
Printed: Friday, June 27, 2014 2:18 PM 1 of 1
SYSTEMS
INSPECTION RECORD
Retain a copy with permit
INS TION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
PrpI nLa.( l 'r 5 �C(Q ffy
TYpe�f) ctbp;
�(
(
Address:
(Cobvl7 ft-E
Date Calle
Special Instructions:
cd(( t
F,�1
ga (r,�u
Date gart4ct: _ (5—
a.m. pm/vtReq-u-esteer:�
Phonee®
?�C - ')
- 714
1{'I
ElApproved per applicable codes.
orrections required prior to approval.
COMMENTS: F..6AA
kot....,JV3 I/` , re, v/
D ol» fr'c(6 I.t) dot'(vki �J 5 �7 1
r
6 5- e
s4 eiei-s
K
I
c be s-
Gf ( ®fit,
Inspector: K.C.
Date: r / I — iS
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit inspection Request Line (206) 431-2451
2Jrs !
,, P
speco((�
tI
9OFTypeIre_
Ad ss:
Date Called:
Special Instructions:
Date Wanted: s i A 44 z
tzt.• p.
Requester:
4nN +1s4-1441
Approved per applicable codes.
0 Corrections required prior to approval.
COMMENTS:
A-D f (A/ti.; f /4 i T
e c, () atr6.AT
p F lo'ftA7.
Date 4 ' I
QREINSPECTION. FEE REQUIRED. Prior. to next inspection; fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
•
GAF
•
No. G2014-00009622
EverGuard® SYSTEM PLEDGE'
ROOF GUARANTEE
OWNER: 1006 ANDOVER ASSOCIATES, KENT, WA 98032
NAME AND TYPE OF BUILDING: 1000.1008 ANDOVER PK E. - WAREHOUSE
ADDRESS OF BUILDING:
1000-1006 ANDOVER PK E, TUKWILA, WA 98108
WeathurA'Stopper
Svstem
Pledge'
Huuf
Gunrnnrrr
PERIOD OF COVERAGE: 15 YEARS
ROOF SPECIFICATION: TMARN60
APPLIED BY:
MY -LAN COMPANY INC / SNOHOMISH, WA
AREA OF ROOF: 460.00 SQUARES
DATE OF COMPLETION: 09/10/2014 GUARANTEE EXPIRATION DATE: 04/10/2029
THE GUARANTEE/SOLE AND EXCLUSIVE REMEDY
GAF guarantees to you, the original owner of the building described above, that GAF will provide 'Edge To Edge' protection by repairing leaks
through the GAF roofing membrane, liquid -applied membrane or coating, base flashing, hi.h wall waterproofing flashing insulation, expansion oint
covers, prefloshed accessories, and metal fleshings used by the contractor of record that meet CNA standards ( 'GAF Roofing Moteriais') resulting
from a manufacturing defect, ordinary wear and tear, or workmanship in applying the GAF R g y; r I .l§*fy's MAXIMUM UABIUTY under this
guarantee shall not exceed in the aggregate over the life of This guarantee more than $ !'. ' ' ° s rthf4fof roof area. Leaks caused by any
materiels other than those listed above, such as the roof deck, non -GAF insulation, or a Wltt on of the roof system, are
not covered.
GUARANTEE PERIOD A' nn��
This guarantee ends on the expiration dote listed above. NOTE: Lexsucoe and unco ulb4FIc206 are covered by this guarantee
only for the first ten years.
OWNER RESPONSIBILITIES PERMIT CENTER
Notification of Leaks
In the event of a leak through the GAF Roofing Materials, you MUST make sure that GAF is notified directly about the leak, in writing, within 30
days by email (preferred) at guoranteeleakOgaf.com or by postal mail to GAF Guarantee Services, 1361 Alps Rood, Bldg. 11.1, Wayne, New Jersey
07470, or GAF will have no responsibility for making repairs. NOTE: The roofing contractor is NOT an agent of GAF; notice to the roofing contractor is
NOT notice to GAF.
By notifying GAF, you authorize GAF to investigate the cause of the leak. If the investigation reveals that the leak is not covered by this guarantee,
you agree to pay an investigation cost of $500. This guarantee will be cancelled if you fail to pay this cost within 30 days of receipt of an invoice for it.
Preventative Maintenance and Repairs
A. You must perform regular inspections and maintenance and keep records of this work.
B. To keep this guarantee in effect, you must repair any conditions in the building structure or roofing system that are not covered by this guarantee but
that GAF concludes may be threatening the integrity of the GAF Roofing Materials (e.g., porous wolfs allowing water entry into the roofing system).
C. You may make temporary repairs to minimize damage to the building or its contents in on emergency, at your We expense. These repairs will not result
in cancellation of the guarantee as long as they ore reasonable and customary and do not result in permanent damage to the GAF Roofing Materials.
D. Any equipment or material that impedes ony inspection or repair must be removed at your expense so that GAF can perform inspections or repairs.
EXCLUSIONS FROM COVERAGE
(e.g., items that are not "ordinary wear and tear" or are beyond GAF's control)
This guorontee does NOT cover conditions other than leaks. This guarantee also does NOT cover leaks caused by any of the following:
1. Inadequate roof maintenance, that is, the failure to follow the Scheduled
Mointenonce Checklists provided with this guarantee (extra copies
available by coiling Guarantee Services at 1.800-ROOF-411).
2. Unusual weather conditions or natural disasters including, but not
limited to, windstorms, hail, floods, hurricanes, lightning, tornados, and
eorthquakes, unless specifically covered under this guarantee.
3. Damage to the roof constructed of the GAF Roofing Materials due to:
(o) movement or cracking of the roof deck or building; (b) improper
installation or failure of any non -GAF insulation or materials; (c)
infiltration or condensation of moisture through or around the walls,
copings, building structure, or surrounding materials except where high
- wall GAF waterproofing Bushings are installed; (d) chemical attack on
the membrane, including, but not limited to, exposure to grease or oil; (e)
the failure of wood nailers to remain attached to the structure; (♦) moisture
migration from the building interior or any building component other than
the GAF Roofing Materials; or (g) use of materials thot ore incompatible
with the GAF Roofing Materiols.
4. Traffic of any nature on the roof unless using GAF walkways applied
in accordance with GAF's published applicotion instructions.
5. Blisters in the GAF Roofing Materials that have not resulted in leaks unless
the blister is in o seam and may affect the watertight integrity of the GAF
Roofing Materials.
6. Changes in the use of the building or any repairs, modifications, or
additions to the GAF Roofing Materiels after the roof is completed, unless
approved in writing by GAF.
7. Exposure to sustained high -temperature conditions; however, for systems
utilizing EverGuard Extreme° TPO membrane, exposure in excess of
195°F.
8. Any condition (e.g., base flashing height or lack of counter flashing) that
is not in accordance with GAF's published application instructions or
any deviation or modification from any published specification, unless
specifically authorized by a GAF Field Services Manager or Director
in writing.
No representative, employee, or agent of GAF, or any other person, has the authority to assume any additional or other liability or responsibility
for GAF, unless it is in writing and signed by an authorized GAF Field Services Manager or Director. NOTE: Any inspections made by GAF are
limited to a surface inspection only, are for GAF's sole benefit, and do not constitute o waiver of ony of the terms and conditions of this guarantee.
This guarantee MAY BE SUSPENDED OR CANCELLED IF THE ROOF IS DAMAGED BY any cause listed above as AN EXCLUSION FROM
COVERAGE that may affect the integrity or watertightness of the roof. , ,
TRANSFERABILITY
You may transfer or assign this guarantee to a subsequent owner of this building for the remaining term only if: 1) the re iest is inwritingto GAF at the
address listed below within 60 days after ownership transfer; 2) you make any repairs to the GAF Roofing Materials or other roofing or building components
that ore identified by GAF after on inspection as necessary to preserve the integrity of the GAF Roofing Materials; and 3) you pay on assignment fee of
$500. This guarantee is NOT otherwise transferable or assignable by controct or operation of low, either directly or indirectly.
•
GAF
•
"Quality You Can Trust Since 1886...
From North America's Largest Roofing Manufacturer"
Guarantee Services
1361 Alps Road
Building 11-2
Wayne, NJ 07470
(800) 766-3411, Option #2
October 22, 2014
DI�� oac�z
1006 ANDOVER ASSOCIATES
5851 S. 194TH STREET
KENT, WA 98032
Re: 1000 -1006 ANDOVER PK E. - WAREHOUSE
1000-1006 ANDOVER PK E
TUKWILA, WA 98108
Guarantee #: G2014-00009622
Dear TODD LIEN:
Thank you for choosing a GAF Materials Corporation EVERGUARD SYSTEM PLEDGE 15 Year
Guarantee for your roofing system. We believe that you've made the best and safest choice to
protect your property for years to come.
We've enclosed the following items in this package:
El Your Guarantee - please keep this in your files. You'll need it In the unlikely event that there is a
problem with your roof, or If you should sell the property.
Scheduled Maintenance Checklists Booklet - provides you with suggested inspection checklists that
you and your contractor can use for the life of your guarantee - and beyond.
El Stop Sign - attach this sign to the main point of entry to your roof system. It helps remind other
trades that may need to access the roof about the importance of being careful with your investment.
Your contractor can provide you with more If needed.
Remember, if you ever have any questions or concerns regarding your roofing system, we're
here to help you at (800) 766-3411, Option #2 - or contact us at the e-mail address below. And
thanks for choosing GAF!
Cordially,
�IACVAX4Itte,Sewice*
E-mail: MTGuarantee@gaf.com
cc: Project File
RECEIVED
CITY OF TUKWILA
FEB p 3 2015
PERMIT CENTER
GAF
.In a ,lah.Jlr._ n..
No. G2014-00009622
EverGuard® SYSTEM PLEDGE'
ROOF GUARANTEE
OWNER: 1006 ANDOVER ASSOCIATES, KENT, WA 98032
NAME AND TYPE OF BUILDING: 1000 -1006 ANDOVER PK E. - WAREHOUSE
ADDRESS OF BUILDING:
1000-1006 ANDOVER PK E, TUKWILA, WA 98108
Weatherg'Stopper
System
Pledge
Roof
Guarantee
PERIOD OF COVERAGE 15 YEARS
ROOF SPECIFICATION: TMARN60 AREA OF ROOF: 460.00 SQUARES
APPUED BY: MY -LAN COMPANY INC / SNOHOMISH, WA
DATE OF COMPLETION: 09/10/2014
GUARANTEE EXPIRATION DATE: 06/10/2029
THE GUARANTEE/SOLE AND EXCLUSIVE REMEDY
GAF guarantees to you, the original owner of the building described above, that GAF will provide "Edge To Edge' protection by repairing leaks
through the GAF roofing membrane, liquid.applied membrane or coating, base Noshing, high wall waterproofing flashing, insulation, expansion oint
SM
covers, prefloshed accessories, and metal fleshings used by the controctor of record that meet ACNA standards (the 'GAF Roofing Materials") resulting
from a manufacturing defect, ordinory wear and tear, or workmanship in applying the GAF Roofing Moterials. GAF's MAXIMUM UABIUTY under this
guarantee shall not exceed in the aggregate over the life of this guorontee more than $ 300.0Qer 100 square feet of roof orea. Leaks caused by any
materiels other than those listed above, such as the roof deck, non -GAF insulation, or any other materials used in the construction of the roof system, ore
not covered.
GUARANTEE PERIOD
This guarantee ends on the expiration date listed above. NOTE: Lexsucoe and uncoated M-Curb' Fleshings are covered by this guarantee
only for the first ten years.
OWNER RESPONSIBILITIES
Notification of Leaks
In the event of a leak through the GAF Roofing Materials, you MUST make sure that GAF is notified directly about the leak, in writing, within 30
days by e-mail (preferred) at guoronteeleakOgaf.com or by postal mail to GAF Guarantee Services, 1361 Alps Road, Bldg. 11.1, Wayne, New Jersey
07470, or GAF will have no responsibiliy for making repairs. NOTE: The roofing contractor is NOT an agent of GAF; notice to the roofing contractor is
NOT notice to GAF.
By notifying GAF, you authorize GAF to investigate the cause of the leak. If the investigation reveals that the leak is not covered by this guarantee,
you agree to pay an investigation cost of $500. This guarantee will be cancelled if you fail to pay this cost within 30 days of receipt of on invoice for it.
Preventative Maintenance and Repairs
A. You must perform regular inspections and maintenance and keep records of this work.
B. To keep this guorantee in effect, you must repair any conditions in the building structure or roofing system that are not covered by this guarantee but
that GAF concludes may be threatening the integrity of the GAF Roofing Materials (e.g., porous walls allowing water entry into the roofing system).
C. You may make temporary repairs to minimize damoge to the building or its contents in on emergency, at your sole expense. These repairs will not result
in cancellation of the guarantee as long as they ore reasonable and customary and do not result in permanent damage to the GAF Roofing Materials.
D. Any equipment or material that impedes any inspection or repair must be removed at your expense so that GAF con perform inspections or repairs.
EXCLUSIONS FROM COVERAGE
(e.g., items that are not "ordinary wear and tear" or are beyond GAF's control)
This guarantee does NOT cover conditions other than leaks. This guarantee also does NOT cover leaks caused by any of the following:
1. Inadequate roof maintenance, that is, the failure to follow the Scheduled
Maintenance Checklists provided with this guarantee (extra copies
available by calling Guarantee Services at 1.800-ROOF-411).
2. Unusual weather conditions or natural disasters including, but not
limited to, windstorms, hail, floods, hurricanes, lightning, tornodos, and
earthquakes, unless specifically covered under this guarantee.
3. Damage b the roof constructed of the GAF Roofing Materials due to:
fa) movement or cracking of the roof deck or building; (b) improper
installation or failure of any non -GAF insulation or materials; (c)
infiltration or condensation of moisture through or around the walls,
copings, building slruchtre, or surrounding materials except where high
wgll GAF waterproofing fleshings are installed; (d) chemical altock on
the membrane, including, but not limited to, exposure to grease or oil; (e)
the failure of wood nailer: to remain attached to the structure; (f) moisture
migration from the building interior or any building component other than
the GAF Roofing Materiels; or (g) use of materiels that ore incompatible
with the GAF Roofing Materiels.
4. Traffic of any nature on the roof unless using GAF walkways applied
in occordance with GAF's published application instructions.
5. Blisters in the GAF Roofing Materials that hove not resulted in leaks unless
the blister is in a seam and may affect the watertight integrity of the GAF
Roofing Materials.
6. Changes in the use of the building or any repairs, modifications, or
odditions to the GAF Roofing Materials after the roof is completed, unless
approved in writing by GAF.
7. Exposure to sustained high -temperature conditions; however, for systems
utilizing EverGuard Extreme° TPO membrane, exposure in excess of
195°F.
8. Any condition (e.g., base flashing height or lack of counter Roshing) that
is not in accordance with GAF's published application instructions or
any deviation or modification from any published specification, unless
specifically authorized by a GAF Field Services Manager or Director
in writing.
No representative, employee, or agent of GAF, or any other person, has the authority to assume any additional or other liability or responsibility
for GAF, unless it is in writing and signed by an authorized GAF Field Services Manager or Director. NOTE: Any inspections mode by GAF are
limited to surface inspection only, are for GAF's sole benefit, and do not constitute a waiver of any of the terms and conditions of this guaronted.
This guarantee MAY BE SUSPENDED OR CANCELLED IF THE ROOF 15 DAMAGED BY any cause listed obove as AN EXCLUSION FROM
COVERAGE that may affect the integrity or watertightness of the roof.
TRANSFERABILITY
You may transfer or assign this guarantee to a subsequent owner of this building for the remaining term only if: 1) the request is in writing to GAF at the
address listed below within 60 doys after ownership transfer; 2) you make any repairs to the GAF Roofing Materials or other roofing or building components
that are identified by GAF after an inspection as necessary to preserve the integrity of the GAF Roofing Materials; and 3) you pay an assignment fee of
$500. This guarantee is NOT otherwise transferable or assignable by contract or operotion of low, either directly or indirectly.
LIMITATION OF DAMAGES; MEDIATION; JURISDICTION; CHOICE OF LAW
THIS GUARANTEE IS EXPRESSLY IN UEU OF ANY OTHER GUARANTEES OR WARRANTIES, EXPRESS OR IMPUED, INCLUDING ANY IMPUED
__WARRANTY OF MERCHANTABIUTY OR FITNESS FOR A PARTICULAR PURPOSE, and of any other obligations or liabiliy of GAF, whether any
claim against it is bused upon negligence, breech of warranty, or any other theory. In NO event shell GAF be liable for any CONSEQUENTIAL
OR INCIDENTAL DAMAGES of any kind, including, bus not limited to, interior or exterior damages and/or mold growth.
The ponies ogres that, as o condition precedent to Pi�'go io�n^, any controversy or claim relating tp this guoronee shall be first submined to mediotion before
o mutually acceptable mediator. In the event that mediation is unsuccessful, the ponies ogres that neither one will commence or prosecute any lawsuit or
proceeding other than before the appropriate state or federal court in the Stated New Jersey This guorontse shell be governed by the lows of the State
of New Jersey, without regard to principles of conflicts of laws. Eoch port' irrevocably consents to the jurisdiction and venue of the above identified courts.
NOTE: This guarantee becomes effective only when all
bills for installation and supplies hove been poid in full
to the roofing contractor and materials suppliers, and
the guarantee charge hos been poid to GAF.
This guarantee must have a raised seal to be valid.
02014 GAF 3/14 • 8242
GAF
1361 ALPS ROAD
WAYNE, NJ 07470
By: , Lf �. 10/22/2014
Authorized Signature
Pko P, R'ry
I, f h e
Qo__ aal L 5
/3fI
REVISIONS
No changes ehaae made to the scope
of work without prior approval of
Tukwila Building Division.
NOM Revisions will require a new plan submittal
and may include addfional plan review fees.
SEPARATED PERMIT
REQUIRE
ataktenicis
secuicat
*Pig
la Gas Piping
City of Tukwila
BUILDING DIVISION
Noll it
ReigiN
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUL 022014
City of T 'la
BUILDING ' ISION
P Rdpg RTy
1- iheS
FILE COPY
Permit No t7R1 ' '11'
Plan netiiew approval is subject to errors and omissions.
Appnwai d construction documents does not authorize
the vioINion d any adopted code or ordnance. Reca°pt
d approved Field Copy and condtions is acknowledged:
/7
City of Tukwila
BUILDING DIVISION
/ow /cox 4 h.ar® V44. Paiz h� l
sowE/2 aulN
/►/'
SITE P4AAi
a ND D y E' k PA K K �
I4yew
L
9!
VED
CITY OF TUKWILA
JUN 2 7 201
PERMIT CENT
5 77 Z b 114.42,0 1Ld,
WSTRUCTURAL
ENGINEERS
Engineers Northwest Inc., P.S.
We get
buildings
built.
April 11, 2014
MY -LAN CO INC.
P. O. Box 912
Woodinville, WA 98072
Attn: Jay Mylan, President
Re: Reroof at 1000 Andover Park E — Tukwila, WA
Jay:
fte cool,
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUL 0 2 2014
City of Tukwila
BUILDING DIVISION
I have reviewed the Toads with consideration of the addition of approximately 0.4 psf for
the new roofing. The added roofing may be applied without modifying the existing
building.
The framing is the conventional Berkley panel system. The added load increases the
gravity loads by 1.1% over the original design. Per IBC 3404.3 we may increase the
loads a maximum of 5% without reinforcing the members.
If you have any questions please call.
Sincerely,
ORTHWEST, INC., P.S.
e, P.E., S.E.
roject Engineer
RR:bs
11+-0242.
RECEIVED
CITY OF TUKWILA
JUN 2 7 2014
PERMIT CENTER
•
• 9725 Third Ave NE, Suite 207 • Seattle, WA 98115
• 206.525.7560 • fax 206.522.6698
www.englneersnw.com
My -Lan Co., Inc.
P.O. Box 912 Woodinville, WA 98072 Phone (360) 668-4455 Fax (360) 668-1995 Cell (206)954-7444
June 24, 2014
PILE COPY
A,., '—
Attn: -
Attn: Tukwila Building Department
RE: 1000 Andover Building, 1000 Andover Park E, Tukwila, WA
Tukwila narrative for existing roof condition and re -roof.
REVIEWED FOR
CODE
COMPLIANCE
ROVED
JUL 0 2 2014
City of BUILDING k a
DIVISION
The existing roof is a 3 ply built-up (BUR) roof system. The existing roof has no insulation on top
of plywood roof decking.
The plywood deck is solid on all areas of existing roof.
The new roof system which will be installed over the existing roof is a TPO 60 mil white
membrane system manufactured by G.A.F.
The UL fire rating is a Class B.
The letter from G.A.F. states that this rating will not change with the new roof system.
YerVa--
Jay Mylan President
My -Lan Co., Inc.
DI4-of) z
RECEIVED
CITY OF TUKWILA
JUN 27 2014
PERMIT CENTER
GAF
"Qualify You Can Trust Since 1886...From
North America's Largest Roofing
Manufacturer"
Technical Services
1361 Alps Road Bldg. 11-1
Wayne, NJ 07470
Phone: 1-800-766-3411, option 1
September 5, 2012
FILE COPv
To Whom It May Concern:
This is to confirm that using GAF EverGuard® TPO 60 mil
membrane with a 4 oz. polyester separator sheetdoes not change
the fire rating of the roofing system.
If you have any further questions, please call 1-800-ROOF-411,
option 1.
Sincerely,
C Reeveesr
Christine Reeves
GAF Contractor Service Representative
D
i
0202
REVIEWED OR
CODE COMPLIANCE
APPROVED
JUL 0 2 2014
CBUILDING Tukwila
VISION
RECEIVED
CITY OF TUKWILA
JUN 27 2014
PERMIT CENTER
My -Lan Co., Inc.
P. O. Box 912
Woodinville, WA 98072
(360) 668-4455 / (360) 668-1995 Fax
Cell (206) 954-7444
Attn: James Ding/Alexis Ding
r
PROPOSAL
FILE COPY
Date: 1/24/14
Customer
Phone
Job Name
January Company
5851 S. 194th St.
Kent, WA 98032
253-872-9919
1000 Andover Park E.
Tukwila, WA
Description of Work
1. Clean existing roof surface of dirt and debris. Remove any ridges or high spots in roof surface
as needed for application.
2. Install a polypropylene separator sheet to existing roof surface.
3. Install a 60 mil white TPO membrane manufactured by G.A.F. over existing
4. The flashings for vents, stacks, and pipes will be factory made by G.A.F.
5. The existing through edge drains will have new 24 gauge metal scuppers m
6. Five (5) year labor warranty and Ten (10) year warranty on materials.
7. Labor and materials included.
REVIEWED FOR
BODE COMPLIANCE
APPROVED
de fori60 2 2014
City of Tukwila
BUILDING DIVISION
OPTION: Fifteen (15) year warranty from G.A.F. on labor and materials additional $ 3,945.00
to base price.
•` If permits or structural engineer reports needed will be additional.
All material is guaranteed to be specified. "'Does not include sales tax here $ 84,975.00 + tax
Work to be done is in a workmanlike manner
from the above specifications will be executed Eighty four thousand nine hundred sev= ty five and 00/00
upon written orders or verbal okay, and will
become an extra charge over and above esti- Authorized
mate. Any and all agreements contingent upon J-,/ lan
strikes, delays, accidents, such as to with the
weather, or other issues out of our control. Any
and all disputes settled via arbitration first. PLEASE SIGN AND RETURN IF ACCEPTED
NOTE: This proposal may be withdrawn by us, RECEIVED
or prices are subject to increase due to material CITY OF TUKWILA
price increases If not accepted within Fifteen (15)
days.
°3tlN 21 2014
t 1 Lv- ozo 3- PERMIT CENTER
Accepted by
REVIEWED F R
CODE COMP
LIA CE
APPRO
1UL 0 2 201
Mechanicalbr Attached
Installation Specification
TPO & PVC
City of 'Tukwila
NG DIVISION
fir
A -
'` FILE COPY
1.01 System Description
A. Mechanically attached heat welded thermoplastic sheet roof
membrane system.
B. EvetGuatd° PVC and EveeGuan? TPO materials ate not
compatible with one another. DO NOT use EverGuanP
PVC and EveGuac? TPO membranes, flashings, and
flashing accessories together in the same roofing system.
1.02 Specification Designations
A. See Plates.
1.03 Regulatory Requirements
A. Confomm to all applicable building and jurisdctional axles,
includng roof assembly wind uplift and fire resistance
requirements and slope.
B. Follow your local jurisdction requirements for dsposing of
used and expired adhesives and sealants.
1.04 Delivery, Storage and Protection
A. Deliver products to site in original containers with seals
unbroken and labeled with manufactures' name, product
brand name and type.
B. Store materials in weather protected environment, dear of
ground and moisture, in accordance with GAF instructions.
C. All materials stored outside shall be raised above ground or
roof level on pallets, and covered with a tarpaulin or other
waterproof material. Factory -installed plastic wrapping is
not an adequate covering. Extreme heat condtions may
rewire special storage requirements. Reference data sheets
for product storage requirements.
D. Follow GAF directions and requirements for protection of
materials prior to and during installation.
E. Do NOT use materials that are wet or damaged to the
extent that they will no longer serve their intended purpose.
All mof insulation that has been wet is considered dam-
aged, even if later died out. Remove all damaged materials
from the jobsite.
1.05 Environmental Requirements & Restrictions
A. Do not apply roofing materials during inclement or
threatening weather.
B. Do not expose materials vulnerable to water or sun damage
in quantities greater than can be weatherproofed during the
same day.
C. High or gusting winds make the installation of materials
dffrcult.
D. Material installation during periods of high ambient
temperatures, typically above 90°F, can result in poor
installation quality due to condensation on the membrane
81
RECEIVED
CITY OF TUKWILA
JUN 2 7 2014
PERMIT CENTER
surface, and excessively fast adhesive drying rates.
E. Material installation during periods of low ambient
temperatures, typically below 30°F, can result in poor
installation quality due to incased material stiffness and
vulnerability to damage and excessively slow adhesive
drying rates. To avoid these problems:
1. Store accessory materials in a warning box
2. Use as soon as possible
3. Allow adhesives to properly aue
4. A4ust welder settings to insure proper welds for
applicable ambient amdttions
1.06 Working Environment
A. Provide a safe working environment, inducing, but
not limited to, aclPrpare fall protection, restriction of
unauthorized access to the work area, and protection
of the buildng and its occupants.
B. Safe work practices should be followed, including,
but not limited to, keeping tools in good operating
order, providng adequate ventilation if adhesives are
used, and daily housekeeping to remove debris and
other hazards.
Part 2 — Products
2.01 Membrane
A. EverGuard° TPO (smooth reinforced) thermoplastic
polyolefin membrane.
B. EveGuand° TPO Fleece -Back thermoplastic polyolefin
membrane
C. EverGuard° PVC (smooth reinforced) thermoplastic
membrane
D. EverGuanl° PVC Fleece -Back thermoplastic membrane
2.02 Flashing
A. EvezGnuard° membrane flashings to be of same type,
thickness and color as roofing membrane. EvezGuard°
Freedom" TPO can be used with EverGuan? TPO
membrane for flashing in the same thidoress as the
field membrane.
B. EveiGuard° TPO and PVC Fleece -Bads membranes are
optional flashing membranes for all EverGuard° TPO and
PVC roofing systems, respectively. These membranes may
be a solution when a contaminated substrate is
encountered.
2.03 Flashing Accessories
A. EverGuard° ptefommed flashing accessories to be of same
type as roofing membrane.
1. Eve:Guatd° TPO and PVC laminated metal flashings
to be a minimum of 25 mils TPO and 40 mils PVC of
b 4-0 20 2.
Mechanical) Attached
Installation Specification
TPO & PVC
non -reinforced thermoplastic membrane of same type as
roofing membrane, laminated to 24 ga. galvanized steel
sheet metal.
2. Pre -formed Vent Boots with stainless steel damping
bands.
3. Pre -formed Universal Comers for TPO. Indvi hal
pre -formed inside outside comas for PVC.
4. Pre -formed Expansion Joint Covers for roof -roof
and roof -wall expansion joints.
5. Membrane Flashing Strips for miscellaneous
applications.
6. UN-55 Detailing Membranes for TPO flashing. UN-80
Detailing Membranes for PVC flashing. For miscella-
neous penetrations in liar of pre -formed accessories.
7. EvexGuard° TPO Cover Strip for stripping in of flat
metal edges.
8. EvetGuard° Pre -formed Sealant Pans are available for
imegulady-shaped penetrations and pitch pans.
2.04 Fasteners
A. DRILL-TEC" membrane fasteners and plates, insulation
fasteners and plates, and flashing fasteners and termination
bars. Refer to the Insulation Attadunent Table and the
appropriate Membrane Attachment Table at the and of this
section for the cored type, length and dameter.
2.05 Adhesives and Sealants
A. EverGuarde boning adhesives, sealants and caulking.
1. EveGuand° TPO and PVC Boning Adhesive
(solvent -based).
2. EveiGuard° H2O Boning Adhesive (low VOC).
3. EverGuard° 2-Part Pourable Sealant for use in sealant
pans.
4. Eve Guarr? Caulking for use in sealing termination bars
and penetration clamping bands.
5. EveiGuarri° TPO Cut Edge Sealant. Eve:Guan? PVC
Cut Edge Sealant.
6. EvaGuard° Water Block for use in sealing behind
termination bars and at drain flanges as a water cut-off.
7. EverGuard° TPO Primer.
2.06 Traffic Protection
A. EverGuard° TPO and PVC walkway rolls.
2.07 Insulation
A. EnergyGuard" foam insulation of the following types.
Minimum 1" thickness. Board size to be 4' x 8'panels for
mechanical attachment, and 4' x 4'for adhered attachment
and tapered systems.
1. EnergyGuard" and EnergyGuard" Ultra polyisocyanurate
insulation with glass -based facer meeting or exceedng
the requirements for ASTM C-1289 (min. 16 psi
compressive strength).
2. EnergyGuanf extruded polystyrene insulation meeting
or exceeding the requirements for ASTM C-578, Type II
nominal 1.5 pound density.
3. EnergyGuanr expanded polystyrene insulation with
plastic facer meeting or exceeding the requirements for
ASTM C-578, Type II nominal 1.5 pound density.
2.08 Insulation - High Traffic Applications
A. EnergyGuanr foam insulation of the following types.
Minimum 1" thickness. Board size to be 4' x 8' panels for
mechanical attaclrment, and 4' x 4' for adhered attachment
and tapered systems.
1. EnergyGuard" and EnergyGuard' Ultra polyisocyanurate
insulation with glass -based facer meeting or exceedng the
requirements for ASTM C-1289, (min. 25 psi
compressive strength).
2. EnergyGuarF extruded polystyrene insulation meeting
or exceedng the requirements for ASTM D-578, Type
IV (min. 25 psi compressive strength).
3. EnergyGuard" expanded polystyrene insulation with plastic
facer meeting or exceeding the requirements for ASTM D-
578, Type IX (min. 25 psi compressive strength).
2.09 Recover Board
A. EnergyGuard' Perlite insulation, minimum 1/2", ASTM
C-728
B. High density wood fiber insulation, minimum 1/2",
ASTM C-208, Class E
C. EnergyGuard" foam recover board of the following types.
Board size to be 4' x 8' panels for mechanical attachment,
and 4' x 4' for a hied attainment and tapered systems,
except for fan -fold recover board, which comes in 2' x 4'
sections with a 50' total length.
1. EnergyGuard" and EnergyGuard" Ultra 1/2" polyisocya-
nurate recover board insulation with glass -based facer
meeting or exceeding the requirements for ASTM C-1289
(min. 16 psi compressive strength).
2. EnergyGuan3" 3/8" extruded polystyrene fan -fold recover
board with plastic facer meeting or exceeding the require-
ments for ASTM D-578, Type 1V (min. 25 psi com-
pressive strength).
3. EnergyGuard"' 1/2" extruded polystyrene recover board
meeting or exceeding the requirements for ASTM
D-578, Type IV (min. 25 psi compressive strength).
4. EnergyGuard" 1/2" expanded polystyrene recover board with
82
Mechanically Attached
Installation Specification
TPO & PVC
plastic facer meeting or exceeding the requirements for
ASTM D-578, Type II (min. 15 psi compressive strength).
2.10 Base Sheets
A. GAFGLAS® Stratavent/D Eliminator" Nailable Base Sheet
B. GAFGLAS® #80 Ultima Base Sheet
C. GAFGLAS® #75 Base Sheet
2.11 Protection Layer
A. EverGuard" Polymat slipsheet, 3.0 oz/sq.yd
B. EverGuard' Polymat cushioning slipsheet, 6.0 ozlsq.yd.
C. VersaShield- products as protection layer in all sections
(fully achered, ballasted, etc.)
2.12 Other Accessories
A. Subject to compliance with regriiements, provide the
following products not available from GAF:
1. Wood Nailers: New wood Hailers shall be #2 or better
lumber. Do NOT use asphaltic or creosote -treated
lumber.
2. Roofing Nails: Galvanized or non ferrous type and size
as required to suit application.
3. Temporary Sealant: Polyurethane foam sealant or similar
as required to provide temporary watertight sealing of
roofing.
4. AirfVapor Barrier: Polyethylene sheeting, min. 6 mil.
for TPO only.
5. Fire Barrier. Silicone -treated fiberglass -faced gypsum
panels, min. 1/4" thick (gypsum roof from Georgia-
Pacific).
Part 3 — Execution
3.01 Site Conditions
A. Obtain verification that the building structure can
accommodate the added weight of the new roofing system.
B. Confirm the adequacy of the new roofing system to provide
positive sloe to stain. Eliminate ponding areas by the
addition of drainage locations or by providng additional
pitch to the roof surface.
C. All defects in the roof deck or substrate shall be corrected
by the responsible parties before new mofing work
commences. Verify that the deck surface is dry, sound, clean
and smooth, free of depressions, waves, or projections.
D. Protect building surfaces against damage and
contamination from roofing work.
E. Where work must continue over completed roof areas,
protect the finished roofing system from damage.
F. Deck preparation is the sole responsibility of the bulking
owner or roofing contractor. All defects in the roof dadk or
substrate shall be ooneded before roofing work commences.
3.02 Preparation of Roofing Area - New and
Tear -off Applications
A. Remove all existing roofing materials to the roof decking,
including flashings, metal edgings, drain leads, pipe boots,
and pitch pockets, and clean substrate surfaces of all asphalt
and achesive contaminants.
B. Confirm quality and concition of roof decking by visual
inspection and by fastener pull-out testing.
C. Secure all loose decking. Remove and replace all
deteriorated decking.
D. Remove abandoned equipment and equipment supports.
E. Confinn that height of equipment supports will allow the
installation of full -height flashings.
3.03 Preparation of Roofing Area — Recover
Applications
A. Remove all stone ballast, loose gravel, and debris from the
roof surface.
B. Remove blisters and ridges from the roof membrane.
C. When recovering over an existing single ply roof, that roof
must be first art into 10'x10' areas maximum first, before
the application of new separator sheet and/or membrane.
D. Remove all existing flashings, including metal edgings,
drain leads, pipe boots, and pitch pockets, and clean
substrate surfaces of all asphalt and adhesive contaminants.
If the wall/curb flashings are in good concition and tightly
adhered to the substrate, new TPO flashing materials may
be installed over these to a height of 24"; new PVC
flashing materials may be installed over a separator layer of
polymat or insulation board
E. It is strongly recommended that the building owner have a
moisture survey performed to ascertain the condition and
suitability of the existing roofing materials to receive a
recover system. A survey is required if polite or wood fiber
insulation is used in a recover system. GAF will not be
responsible for damage to the roofing system if it results
from moisture in the existing roofing system. Remove and
replace all existing roofing materials that contain moisture.
F. Confirm quality and condtion of roof decking by visual
inspection if possible, and by fastener pull-out testing.
Remove and replace all deteriorated decking.
G. Remove abandoned equipment and equipment supports.
H. Raise equipment supports to allow the installation
of full -height flashings.
83
Mechanically Attached
Installation Specification
TPO & PVC
I. Recover installation over coal tar pitch roofs require that
the existing loose gravel be bloomed (do not spud); if high
spots remain, use a thidcer insulation board to provide a
smooth substrate for the EverGuar& membrane. Recover
with EverCrux& TPO membranes over coal tar pitch roofs
require the installation of a minimum 1/2" recover board
prior to the installation of the membrane. Do not use
EPS/XEPS over coal tar pitch roofs. A minimum 1.5"
recover board is required for PVC applications.
3.04 Wood Nailer Installation
A. Acceptable Material
1. Solid Blocking:
Wood, #2 Grade or better, nominal 5/4" x 4" minimum;
stagger multiple layers.
2. Shim Material:
Plywood, 1/2" x width to match solid blocking.
B. Existing Nailers
Anchor to resist 250 lb. per ft. load applied in any
direction.
1. DRILL -TEC- HD screws 18" on center attachment to
structural wood, steel decks. Min. 1" thread embedment.
2. DRILL-TEC" spikes 18" on center attachment to
concrete decks. Min. 1" shank penetration.
3. Wood milers attached to gypsum, concrete, cellular
concrete and cementious wood fiber shall be fastened 12"
oc, through the nailer into the substrate with
substrate -moved DRILL-TEC" fasteners.
4. Three anchors per length of wood nailer minimum.
C. New Nailer
Anchor to resist 250 Ib. per ft. load applied in any direction.
1. DRILL-TEC" HD screws 18" on center attachment to
structural wood, steel decks. Min. 1" thread embedment.
2. DRILL-TEC spikes 18" on center attachment to concrete
decks. Min. 1" shank penetration.
3. Wood miles attached to gypsum, concrete, cellular
concrete and cementious wood fiber shall be fastened 12"
oc, through the nailer into the substrate with
substrate -approved DRILL-TEC" fasteners.
4. Three anchors per length of wood nailer minimum.
D. Shim Material
Secure simultaneously with overlying solid wood nailer.
1. Shim material must be continuous. Do NOT use spaced
shims.
3.05 Gypsum Board Installation
A. General
1. Gypsum fire barrier board shall typically be installed
when required by design professional or rode authority
to address code or approval requirements.
B. Placement
1. Butt gypsum boards together with a 1/4" maximum
space between adjoining boards. Fit gypsum boards
around penetrations and perimeter with a 1/4" maximum
space between board and penetration.
2. Install gypsum boards in pieces a minimum of
2'x2'insize.
3. Gypsum boards installed over steel decking shall have
boards placed perpendicular to deck flutes with edges
over flute surface for bearing support.
4. Do NOT use gypsum boards that are wet, warped or
buckled; they must be discarded Insulation boards that
are broken, cracked, or crushed shall not be installed
unless the damaged area is first removed and discarded.
5. Remove and replace gypsum boards that become wet or
damaged after installation.
6. Install no more gypsum board than can be properly
covered by the end of each day with roofing membrane.
C. Securemeit
1. Mechanical Attachment
a. Use appropriate type and length of DRILL -TEC'"
fastener for structural deck type. See Insulation
Attachment Table.
b. Install requited number of fasteners per board size, and
type of roofing system installed.
c. Pm -drilling is required for concrete decks, and may be
requited for gypsum concrete and cementitious wood
fiber decks.
d Install fasteners such that the fastener plate is pulled
slightly below the insulation board surface.
2. Hot Asphalt
a. Use ASTM D-312, Type III or Type IV asphalt.
b. Apply asphalt at the rate of 25 lbs. per 100 sq. ft.
over the entire surface to which the board is to be
adhered.
c. Asphalt application rates of up to 60 lbs. per 100 sq.
ft. may be required if the substrate surface is rough or
porous, such as an existing flood coat and gravel sur-
facing.
d Apply asphalt at its EVT temperature to obtain
a proper bond, typically within the range of
425°F-475°F.
e. Walk in the boards after installation to ensure a proper
bond.
f. Maximum board size: 4' x 4'.
g. Hot asphalt application requires priming of concrete
and gypsum decks and existing asphaltic roofing
systems.
84
Mechanical) Attached
Installation Specification
TPO & PVC
3. Foam Adhesive
a. Depencing on foam adhesive type, apply adhesive in
full 1/4" - 1/2" thick coverage or in 3/4"-1" continu-
ous beads according to the manufacturer's instructions.
b. Adhesive beads shall be evenly spaced at the rate
nx}rired for the board size and type of roofing system
being installed
c. Apply the proper grade acuesive based on current
air and surface temperatures.
d Walk in the boards after installation to ensure a
proper bond
e. Maximum board size: 4' x 4'.
3.06 Air/Vapor Retarder Installation
A. General
1. Air/vapor retarder components shall typically be
installed when required by design professional to
address internal building air pressure or humidity con-
ditions.
2. All air porous decks with openings in the walls
or area directly below the roof deck that exceeds
10% of the total wall area are projects for which
design professionals should recommend air retarders.
3. Designers should recommend air retarders when the
internal pressurization of the building is in excess of
5 lbs. per sq. ft.
4. Designers should recommend air retarders if the build-
ing height exceeds 50 ft.
5. Buildings with large openings & overhangs shall be
evaluated for air retarders or the installation of half
sheets of roof membrane.
6. The installation of an air retarder shall be required for
EverGuard° 20-year guarantees as follows:
a. All single layer installations of roof insulations or
roof panels
b. Installations with openings in the wall that exceed
25% of the total wall area
c. Installations of 10' wide or greater membranes
with side lap mechanical attachment that exceeds
6" o.c. (For 10' wide sheets, the requirements for
an air barrier is dependent upon building height
and fastener density. Contact your Regional
Contractor Services Manager for air barrier require-
ments.)
B. Application
1. Install the air/vapor retarder components loose -
applied to the deck or fire barrier board so that
wrinkles and buckles are not formed
2. Overlap air/vapor retarders components per applicable
installation recommendations of the supplier.
3. Seal perimeter and penetrations areas with foam
sealant.
4. Seal all perimeter nailers with fully adhered roof
membrane placed over the nailer and covering the
exterior face of the nailer by 1".
3.07 Protection Layer Installation — Polyester
A. General
1. Install polymat protection layer between the roofing
membrane and the substrate in accordance with the
Design Table.
B. Application
1. Install polymat protection layer loose -applied over
substrate surface so that wrinkles and buddes are not
formed
2. Overlap polymat protection layer a minimum of
6" for side and end laps.
3.08 Protection Layer Installation — Fiberglass
A. General
1. VersaShield" protection layer shall typically be installed
when required by design professional or code authority
to address code or approval requirements, or as a separa-
tor layer in accordance with the Design Table.
B. Application
1. Install fiberglass sheet protection layer loose -applied over
substrate surface so that wrinkles and buddes are not
formed
2. Overlap fiberglass sheet protection layer a minimum of
6" for side and end laps.
3.09 Base Sheet Installation
A. General
1. Fiberglass base sheet shall typically be installed over all
nailable substrates other than gravel -surfaced built-up
roofing whenever insulation, recover board, or fire
barrier board is installed in hot asphalt or adhesive.
2. Nailable base sheet shall be applied over substrates
that are not suitable for asphalt adhesion and requires
installation of insulation in hot asphalt or adhesive.
3. Install base sheet so that wrinkles and buckles are not
formed.
4. Overlap base sheet a minimum of 2" for side laps and 6"
for end laps.
85
Mechanically Attached
Installation Specification
TPO & PVC
B. Mechanical Securement-Nailable Base Sheet
1. Secure venting nailable base sheet through existing
substrate to the deck. Use appropriate type and length
of approved fastener for structural deck type and
F1
install required number of fasteners in accordance with
Figure 1.
2. Pre -killing is required for concrete decks, and may be
required for gypsum concrete and cementitious wood
fiber decks
3. Install fasteners such that the fastener plate is pulled
flush with the venting base sheet surface and lies flat
on the deck.
C. Base Sheet Installation
1. StormSafe is a non -breathable 48" wide underlayment
which can be used over wood and light weight decks in
conjunction with Frea lum- systems.
2. Install StonnSafe" underlayment so that wrinkles and
buckles are not formed
3. Overlap base sheet a min of 2" for side laps and 6" for
end laps
4. StormSafe" underlayment should be attached at 9" o.c.
along the 2" side laps with three rows of fasteners in
the field located at 10", 24" and 38" with 18" o.c. fas-
tening pattern. Use deck appropriate fasteners for attach-
ment.
3.10 Recover Board/Insulation Installation
A. General
1. Install insulation board and recover board as required in
accordance with the Design Table.
2. The use of extruded and expanded polystyrene
B.
insulations is limited to a maximum mof membrane
temperature of 165°F. Use under colored membranes
requires special approval from Contractor Services.
3. The use of extruded or expanded polystyrene insulation
is limited in PVC roofing systems to under a fleece
back membrane, where protected by a 3 or 6 oz. poly -
mat
slip sheet, or where an overlay board is used.
Placement
1. Butt insulation boards together with a 1/4" maximum
space between adjoining boards. Fit insulation boards
around penetrations and perimeter with a 1/4" maximum
space between board and penetration.
2. Install insulation boards in pieces a minimum of 2' x 2'
in size. Every piece shall be properly secured to the
substrate.
3. Insulation boards installed in multiple layers shall have
the joints between boards staggered a minimum of 6"
between layers.
4. Insulation boards installed over steel decking shall have
boards placed perpend cular to deck flutes with edges over
flute surface for bearing support.
5. Install tapered insulation to provide a sump area a
minimum of 36" x 36" where applicable.
6. Do NOT install insulation boards that are wet, warped or
buckled; they must be discarded. Insulation boards that
are broken, sacked, or crushed shall not be installed
unless the damaged area is first removed and dcscarded.
7. Remove and replace insulation board, that become wet or
damaged after installation.
8. Install no more insulation than can be properly covered
by the end of each day with roofing membrane.
C. Secumment
1. Mechanical Attachment
a. Use appropriate type and length of DRILL-TEC"
fastener for structural deck type. See Insulation
Attachment Table.
b. Install required number of fasteners per insulation
type, board size, and type of roofing system installed.
c. Pm-dilling is required for concrete decks, and may be
required for gypsum concrete and cenentitious wood
fiber decks.
d Install fasteners such that the fastener plate is pulled
slightly below the insulation board surface.
e. Use fastener of correct length as required by the
Insulation Attachment Table. The use of any fastener
greater than 8" in length must be preappmved by
GAF Contractor Services. May require a cover board.
2. Hot Asphalt
86
Mechanical) Attached
Installation Specification
TPO & PVC
a Use ASTM D-312, Type IIl or Type IV asphalt.
b. Apply asphalt at the rate of 25 lbs. per 100 sq. ft.
over the entire surface to which the insulation is to
be adhered
c. Asphalt application rates of up to 60 lbs. per 100 sq.
ft. may be required if the substrate surface is rough or
porous, such as an existing flood coat and gravel sur-
facing. When applying asphalt in this manner, the
existing substrate must be free of dirt, dust and any
loose materials. Depending on the existing roof, this
may require vacuuming, power brooming or power
washing.
d Apply asphalt at its EVT temperature to obtain a
proper bond, typically within the range of 425-475'F.
e. Walk in the insulation boards after installation to
ensure a proper bond
f. Maximum board size: 4' x 4'.
g. Hot asphalt application requires priming of concrete
and gypsum decks and existing asphaltic roofing
systems.
3. Foam Adhesive
a. Depenang on foam adhesive type, apply adhesive
in full 1/4" - 1/2" thick coverage or in 3/4"-1"
continuous beads acconing to the manufacturer's
instructions.
b. Adhesive beads shall be evenly spaced at the rate
required for the insulation board size and type of roof-
ing system being installed.
c. Apply the proper grade adhesive based on current
air and surface temperatures.
d. Walk in the insulation boards after installation to
ensure a proper bond.
e. Maximum board size: 4' x 4'.
3.11 Membrane Installation
A. Placement
1. Place roof membrane so that wrinkles and buckles are
not formed. Remove any wrinkles or buckles removed
from the sheet prior to permanent securement. Roof
membrane shall be mechanically fastened after it is rolled
out, followed by welding to adjacent sheets.
2. Full -width rolls shall be installed in the field of the roof.
3. Half -width rolls shall be installed in the perimeter region
of the roof. Width of the roof perimeter region shall be
determined in accordance with the Perimeter Half Sheet
Table.
4. Overlap roof membrane a minimum of 6" for side laps
of mechanically attached systems, and a minimum of 3"
for end laps. Membranes are provided with lap lines
along the side laps, the inside line is for mechanically
attached system overlaps (6" for TPO and 5" for PVC)
and the other line is for adhered and ballasted systems
overlap.
5. Install membrane so that the laps run across the roof
slope lapped toward drainage points. On metal decking,
install sheets papardiailar to deck direction so that
fasteners will penetrate the top flanges and not the flutes;
however, there will be limited areas of the roof (i.e.
perimeter areas) where this is not practical.
6. A11 exposed sheet comas shall be rounded a minimum
of 1".
7. Overlap roof membrane a minimum of 3" for end laps of
EverGuard' PVC and TPO membranes. End laps for
EveGuard' fleece -back membranes are made by butting
adjacent sheets and heat welding an 8" wide EverGuard°
PVC or EveGuard' TPO reinforced membrane flashing
strip over the joints.
B. Securement
1. Roof membrane shall be mechanically fastened in the
side lap area to the roof deck with fasteners and plates of
a type and spacing appropriate to the deck type and as
required by the Membrane Attachment Table.
2. The metal plates must be placed within 1/4" - 3/4" of
the membrane edge. Plates must not be placed closer
than 1/4" to the membrane edge.
3. Fasteners must be installed to achieve the proper
embedment depth. Install fasteners vertical to the deck,
without lean or tilt.
4. In the comer areas, additional fasteners will also be
installed through the perimeter half -width membrane
rolls to form a grid pattern, with an 8" with reinforced
membrane flashing strip heat welded over the additional
fasteners. "Comers" include both outside and inside
Domes that measure 75° 105°. Perimeter cap sheets may
overlap one another in the comer areas. Alternatively, the
half sheet may be laid out in a `picture frame" manner,
burying the fasteners under the half sheets.
5. Mechanically attach membrane with screws and plates
to the roof deck at locations of deck angle changes in
excess of 5° (2" in 12").
6. Membrane may be heat welded to coated metal flanges.
Membrane must be secured to the roof deck within 6"
of the base of walls and curbs, at the perimeter, and all
penetrations with DRILL-TEC" Fasteners of a type and
spacing in accordance with in -lap attachment require-
ments, with a 12" on center maximum spa ing.
Alternatively, membrane may be extended vertically
3" up walls and curbs and secured to the wall/curb
substrate within 2" of the plane of the roof with
87
Mechanically Attached
Installation Specification
TPO & PVC
DRILL-TEC" Fasteners and inverted Termination Bar of
type and spacing in accordance with in -lap attachment
requirements, with a 12" on center maximum spacing.
This altemative detail is required to be used for pressurized
buildings.
7. Install fasteners so that the plate is &awn down tightly
to the membrane surface. Properly installed fasteners
will not allow the platelteanination bar to move
(underdkiving), but will not cause wrinkling of the
membrane (overdriving).
C. Field Seaming
1. Fabricate field seams using a current -generation
automatic hot air weldng machine and a 10,000
watt voltage -controlled generator minimum. In addition,
fabricate detail seams with automated hot air welders
where possible. Outdated welding equipment and
inadequate/fluctuating electrical power ate the most com-
mon causes of poor seam welds.
2. Equipment Settings- The correct speed and temperature
settings for automatic welders are determined by
preparing test welds at various settings. The welds are
tested by application of pressure causing the seam to
peel apart. A satisfactory weld will fail by exposing the
scrim reinforcement called a "film tearing bond" A
deficient weld fails by separating between the two
layers of the membrane.
3. Adjustments to Equipment Settings- Many factors will
affect the settings: thicker membranes, lower air
temperatures, and overcast skies will generally require a
slower speed than would be required with thinner
membranes, higher air temperatuns, and sunny skies.
The slower speed provides addtional heat energy to com-
pensate for heat -draining conditions. The test weld proce-
dure should be conducted at the beginning of every work
period (i.e., mooring and afternoon) and following a sig-
nificant change in weather (i.e., air temperature, wind
speed, doud cover.)
4. Membrane laps shall be heat -welded together. All welds
shall be continuous, without voids or partial welds.
Welds shall be free of burns and scorch marks.
5. Weld width shall be a minimum 1-1/2" in width for
automatic machine welding. Weld width shall be a
minimum 2" in width for hand welding.
6. All cut edges of TPO and PVC reinforced membranes
must be sealed with EvexGuatdt TPO or PVC Cut Edge
Sealant.
D. Substrate Surface Preparation
1. Prepare substrate surfaces thoroughly prior to applica-
tion of new roofing materials. This is particularly
important for recover and reroofing applications.
2. Preparation includes, but is not limited to, removal of
existing fleshings, replacement of wet/damaged existing
roofing materials, removal of loose aggregate, removal
of abandoned equipment, supports and penetrations,
replacement of damaged decking, etc.
3. Providing a smooth, even, sound, clean and dry substrate
minimizes the likelihood that underlying deficiencies
will cause premature deterioration or even failure of the
new roofing system.
E. Membrane Surface Preparation
1. Membrane must be clean of dirt and contaminants,
and free from dew, rain, and other sources of moisture.
Factory -fresh membrane typically will not require
cleaning prior to automatic welding, provided that
welding is performed immedlatdy after placement and
seauement of the membrane.
2. Membrane that has been exposed for over 12 hours or
has become contaminated will respire additional
cleaning methods.
3. Light Contamination - Membrane that has been exposed
overnight up to a few days to air-bome debris, foot
traffic, or dew or light precipitation can usually be
cleaned with a white cloth moistened with EveiGuart?
TPO use or acetone for PVC. Be sure to wait
for solvent to flash off prior to welding.
4. Dirt -Based Contamination - Membrane that is dirt -
encrusted will require the use of a low -residue cleaner such
as Formula 409 and a mildy abrasive scrubbing pad to
remove the dirt. This must be followed by cleaning with
a white cloth moistened with EverGuard° TPO Cleaner
or acetone for PVC. Be sure to wait for
solvent to flash off prior to welding.
5. Exposure -Based Contamination - Membrane that is
weatheredroxidzed will require the use of EverGuard'
TPO Cleaner or acetone for PVC and a mildly abrasive
scrubbing pad to remove the weathered(oxidized top
surface layer. This must be followed by cleaning with a
white cloth moistened with EverGuanf TPO Cleaner or
acetone for PVC. Unexposed membrane left in inventory
for a year or more may need to be cleaned as instructed
above. Be sure to wait for solvent to flash off prior to
welding.
6. Chemical -Based Contamination - Membrane that is
contaminated with bonding adhesive, asphalt, flashing
cement, grease and oil, and most other contaminants
usually cannot be cleaned sufficiently to allow an
adequate heat weld to the membrane surface. The
membrane should be removed and replaced in these
situations.
3.12 Flashing Installation
88
Mechanically Attached
Installation Specification
TPO & PVC
A. General
1. Flash all perimeter, curb, and penetration conditions
with coated metal, membrane flashing, and flashing
accessories as app,opiate to the site condition.
2. All coated metal and membrane flashing comers shall be
reinforced with pie -formed comers or unwinforced mem-
brane.
3. Heat weld all flashing membranes, accessories, and
coated metal together to achieve a minimum 2" with
(hand welder) weld. A minimum 1.5" will be acceptable
when using robotic welders.
4. All cut edges of reinforced TPO and PVC membrane
must be sealed with EverGuand" TPO or PVC Cut Edge
Sealant.
5. When using bonding adhesive, be sure to use adhesive
specific to membrane type.
6. Minimum flashing height is 8".
7. The maximum distance from the wall that horizontal
mechanical attachment is installed is 6". When you
must go past 6", move the attachment to the vertical
substrate.
8. Installation of EverGuan3" PVC flashing membrane
over asphalt -based substrates must have a separator sheet
or approved insulation boards, metal, wood,etc., under
the PVC flashing membrane.
B. Coated Metal Flashings
1. Coated metal flashing allows much of the metal -work
used in typical roofing applications to benefit from the
security of heat -welded membrane seaming, with a
conespondng reduction in required metalwork
maintenance during the life of the roofing system.
2. Coated metal shall be formed in accordance with
construction details and SMACNA guidelines.
3. Coated metal sections used for roof edging, base
flashing, and coping shall be butted together with a 1/4"
gap to allow for expansion and contraction. Heat weld
a 6" wide unreinforced membrane strip to both sides
of the joint, with approximately 1" on either side of
the joint left unwelded to allow for expansion and
contraction. 2" wide aluminum tape can be installed
over the joint as a bond -breaker, to prevent welding
in this area.
4. Coated metal used for sealant pans and scupper inserts,
and comers of roof edging, base flashing and coping
shall be ovedapped or provided with separate metal
pieces to create a continuous flange condition, and
pop -riveted securely. PVC and TPO coated metal
flashings shall be stripped in using 6" unreinforced
membranes.
5. Coated metal base flashings must be provided with min.
89
4" wide flanges screwed to wood nailers. Coated metal
base flashings must be formed with a 1" cant.
6. Provide a 1/2" hem for all exposed metal edges to
provide corrosion protection and edge reinforcement for
improved durability.
7. In adktion, provide a 1/2" hen for all metal flange edges
whenever possible to prevent wearing of the roofing and
flashing membranes at the flange edge.
8. Coated metal flashings are nailed to treated wood nailers
or otherwise mechanically attached to the roof deck,
or to the wall or curb substrate, in accordance with
construction detail requirements.
9. When installing coated metal on walls or nubs that
completely cover the existing flashing, the flashing
does not need to be removed provided that it is in good
condition and tightly aduered
C. Adhered Reinforced Membrane Flashings - Smooth Surface
1. The thickness of the flashing membrane shall be the
same as the thickness of the roofing membrane.
2. When using EverGuatd° TPO or PVC adhesives, use
any one of the following substrates: polyisocyanurate
insulation (w/o foil facer), high density wood fiber
board, gypsum roof board, gypsum roof Prime, Dens
Guard, cured structural concrete absent of cluing and
sealing compound, untreated OSB, untreated CDX ply-
wood, Type X gypsum board, and dry, sound masonry
absent of curing or sealing compounds.
3. Apply boning adhesive to both the substrate surface and
the underside of the flashing membrane, at the rate of 120
sq. ftJgal. which covers both surfaces yielding 60 square
feet of finished, mated surface per gallon for
solvent -based boning adhesives, and at the rate of 200
sq. ft./gal. covering both surfaces yielding 100 square
feet of finished, mated surface area per gallon for
water -based boning adhesive. Solvent -based adhesive
must be allowed to dry until tacky to the touch before
mating flashing membrane. Water -based adhesive must
be allowed to dry completely to the touch; install the
flashing within one hour of drying.
4. Apply the adhesive only when the adhesive and outside
temperatures are above 40°F and rising. Application
temperatures above 50°F are recommended to allow
easier adhesive application.
5. Carefully position the membrane flashing prior to appli-
cation to avoid wrinkles and buckles.
6. Heat -weld all laps in EverGuan3" smooth -reinforced
flashing membrane in ac. un auce with heat welding
guidelines.
7. Porous substrates may require double application of
adhesive.
Mechanically Attached
Installation Specification
TPO & PVC
8. For extended guarantee lengths, separate oauntaflashing
or cap flashing is required; exposed ten innion bars are
not acceptable.
9. Alternatively, the Freedom® System car be used for flashings.
Consult the Freecbm'section for installation instruc-
tions.
10. Also available are Comer Curb Wraps, consisting of a
pre-fonned combination comer and flashing pieces that
are 12" in height and can be ordered in various lengths.
These pre -fabricated comas can be configured to fit 12"x
12", 18" x 18", 24" x 24" and 30" x 30" curb flashings.
They may be fully adhered or dry hung in place
and only require a 1" weld.
D. Adhered Reinforced Membrane Flashings - Fleece -Back
1. Apply bonding adhesive to the substrate at the rate of
100 sq. ft/gal for water -based adhesive.
2. The bonding adhesive must remain wet to the touch
for one surface applications.
3. Apply the adhesive only when the outside temperature
is above 40°F. Application temperatures above 50°F are
recommended to allow easier achesive application.
4. When installing fleece -back membranes to a vertical
surface, the material should have top edge termination
installed immediately to avoid slippage.
5. Non -selvage edge laps in EveiGuard" Fleece -Back
flashing membrane are made by butting adjacent sheets
and heat welding an 8" wide strip of EveaGuand" PVC or
EverGuaad" TPO Flashing membrane over joint. All cut
edges of TPO and PVC reinfon;ed membranes must be
sealed with EveiGuard? TPO or PVC Cut Edge Sealant.
6. For extended guarantee lengths, separate counterflashing
or cap flashing is required; exposed termination bars are
not acceptable.
E. Loose Reinforced Membrane Flashing
1. For extended guarantee lengths, separate counterflashing
or cap flashing is required; exposed termination bars are
not acceptable.
2.Carefully position the EverGuarf smooth reinforced
flashing membrane prior to application to avoid
wrinkles and buckles.
3. All laps in EverGuanr smooth reinforced flashing
membrane shall be heat welded in accordance with
heat welding guidelines.
4.Maximum flashing height is 24" unless incremental
attachment is used.
F. Unreinforced Membrane Flashings
1.Unreinfoioed membrane is used as a field -fabricated
penetration/reinforcement flashing only where
pre -formed corners and pipe boots cannot be properly
installed
2.Penetration flashings constructed of unreinforced
membrane is typically installed in two sections, a
vertical piece that extends up the penetration, and a
horizontal piece that extends onto the roofing mem-
brane. The two pieces are overlapped and heat -welded
together.
3. The umeinforved vertical membrane flashing may be
adhered to the penetration surface. Apply bonding
adhesive to both the penetration surface and the
underside of the flashing membrane, at the rate of
120 sq. ft./gal. which covers both surfaces yielding 60
square feet of finished, mated surface area per gallon for
solvent -based bonding adhesives, and at the rate of 200
sq. ft./gal.covering both surfaces yielding 100 square feet
of finished, mated surface area per gallon for
water -based bonding adhesive. Coverage rates will vary
&pending on substrate. Solvent -based adhesive must be
allowed to dry until tacky to the touch before flashing
membrane application. Water -based adhesive must be
allowed to dry completely to the touch; install the
flashing within one hour of drying.
4. Finish the penetration with Water Block between the
pipe and the membrane, install clamping band, and
caulk.
G. Roof Edging
1. Roof edge flashing is applicable for both gravel
stop/drip edge conditions as well as exterior edges of
parapet walls.
2. Flash roof edges with coated metal flanged edging with
minimum 3" wide flange nailed 4" on center into wood
nailers and heat weld 8" membrane strip to metal
flanges and field membrane.
3. Metal roof edging must be provided with a continuous
metal hook strip to secure the lower fascia edge. Secure
the continuous hook strip to the building a minimum
of 12" on center.
4. Alternatively, flash roof edges with a 2-piece snap -on
fascia system, adhering roof membrane to metal cant
with bonding achesive and face nailing the membrane 8"
on center prior to installing the snap -on fascia.
5. Galvanized -based metal edging may be flashed using
EvaGuard" TPO Cover Strip after priming both the
metal and the TPO membrane for guarantee lengths up
to 15 years. Allow approximately 3" of tape to cover
the metal edge with the remaining 3" of tape onto the
TPO membrane. Caulk all comas, tape overlaps and T-
joints with EverGuard" caulking or TPO Cut Edge
Sealant per published standard EverGuard° details. Caulk
90
Mechanicallyy Attached
Installation S-pecification
TPO & PVC
the back edge of the tare with EverGuard° Caulking
when slope exceeds 1" in 12".
6. Flash roof edge scuppers with a scupper insert of coated
metal or EverGu u f pre -fib coated metal scupper that is
mechanically attached to the roof edge and integrated as
part of the metal edging.
H. Parapet and Building Walls
1. Flash walls with loose -applied membrane flashing;
membrane flashing applied to the wall substrate with
bonding adhesive; or with coated metal flashing fastened
with DRILL-TEC" fasteners 4" on center to wood miles.
2. Secure membrane flashing at the top edge with a
termination bar. Apply water -block between the wall
surface and membrane flashing undemeath all
termination bars. Exposed termination bars shall be
mechanically fastened 6" on cents, termination bars
that are counteflashed shall be fastened 12" on center.
3. Roof membrane must be mechanically attached along
the base of walls that are flashed with membrane flashing
with screws and plates/termination bar at a fastener
spacing in accordance with in -lap attachment requirements,
with a 12" on center maximum spacing.
4. Metal counterflashings with fully adhered membrane wall
flashings are required on 20-year warranties. All termina-
tion bars, either exposed or covered, must be sealed with
caulking
5. Flash wall scuppers with a scupper inset of coated metal
that is mechanically attached to the wall and integrated as
part of the wall flashing. Refer to scupper section for
other detail options.
6. Maximum flashing height without intermediate
fastening:
• 24" - I insf*-Applied Flashing
• 54" - Adhered Flashing
7. Metal cap flashings shall have continuous cleats or be
face -fastened 12" o.c. on both the inside and outsith of
the walls.
I. Round and Square Tube Penetrations
1. Four options are available for penetration flashings.
These are stepped pipe boots, open pipe boots, square
tube wraps and field fabrication with unsupported mem-
brane and target.
2. All flashings require the installation of a stainless steel
draw band around the top of the flashing. Seal the top
edge with Water Block and add draw band with caulking.
3. Roof membrane must be mechanically attached at the
base of each penetration with screws and plates a
maximum of 12" on center, with a minimum of four
fasteners per penetration.
J. Imrgulariy-Shaped Penetrations
1. Flash irregularly shaped penetrations with flanged sealant
pans formed of coated metal, secured to the deck through
the roof membrane with screws 6" on center, a minimum
of two per side.
2. Strip in metal flanges and the vortical pop riveted seam
with 8" wide membrane flashing strips heat welded to
both the roof membrane and the metal flanges.
3. Fill sealant pans with EverGuartP 2-part Pourable
Sealant. Fill sealant pans with non -shrink quick
grout, and top off sealant pans with a 2" minimum thick-
ness of EveKGuardd 2-part Pourable Sealant.
4. Pm -formed sealant pans made of PVC and TPO are avail-
able.
a PVC. Installation of pie-fon ned PVC sealant pans
require the flange of the PVC sealant pan to be
fastened with a minimum of 4 fasteners per
penetration. A PVC membrane target is installed
around the base of the sealant pan over the flanges of
the PVC sealant pan and heat welded to the flanges.
Install the fasteners near the outside edge of the flanges
to allow for proper heat welding of the target. The
outside edge of the target membrane is heat welded to
the field membrane.
b. TPO. Installation of pre -formed TPO sealant pans
require field membrane sec cement around the
penetration. A minimum of 4 system appropriate
saews and plates are required around the penetration.
A membrane target must be installed prior to the
installation of the TPO sealant pan if the location of
the plates do not allow for a continuous 2" weld of
the TPO sealant pan flange. Properly heat -weld the
flange of TPO sealant pan to the field/target mem-
brane.
c. If the sealant pan is cut to install around the
penetration, the cut must be stripped -in with a
minimum 4" wide unreinforved membrane. The
unreinforted strip -in membrane must extend a
minimum of 2" beyond the outside edge of the sealant
pan flange and be fully welded
d Prior to filling the TPO sealant pan, the inside verti-
cal pan sides must be primed with GAF TPO primer.
Fill the base of the pans with non -shrink grout and
top with a minimum 2" thickness of GAF Two Part
Pourable Sealer.
e. Reinforced targets must be sealed as system
appropriate with EverGuard® Cut Edge Sealant
K. Curbs
1. Flashings can be done two different ways, either with
adhesive applied to the membrane and substrate or
91
Mechanicalj�yy Attached
Installation Specification
TPO & PVC
loose applied up to 24" high. Eve:Guamd" Coated Metal
flashings shall be fastened at 4" o.c.
2. Secure membrane flashing at the top edge with a
termination bar, flat slip or counterflashing. Apply
water -block between the anb surface andmembrane
flashing. Exposed termination bars shall be mechanically
fastened 6" on center, termination bats that are
countertlashed shall be fastened 12" on center. If wood
is present at the top of the aub, install ring shanks 12"
on center. This can be used in lieu of the bar if nailed on
the top or preferably the back side of the wood.
3. Roof membrane must be mechanically attached along the
base of nubs and ducts that are flashed with
membrane flashing with screws and plates/temrination
bar at 12" on center.
4. Metal counter flashing may be needed for extended length
warranties. All termination bars must be sealed with
EvaGuard° Caulking.
L. Expansion Joints
1. Install expansion joint covets at all flat type and raised
curbed type expansion joint donation. There currently
three types of expansion joints approved for EveGuatd°
Systems. There are two prefabricated expansion joints
one each for TPO and PVC. Also TPO and PVC can also
be field fabricated to meet expansion joint needs. For
PVC any prefabricated expansion joint metal nailing
strips must be fastened to wood miles, curbs or secured
to walls with appi opiate nails or EverGuard®
DRILL-TEC" fasteners.
2. Roof membrane must be mechanically attached along the
base of raised curb expansion joints with screws and
plates a minimum of 12" on center.
3. Expansion joint bellows must be twice the width of
the expansion joint opening to allow for proper
expansion/contraction.
4. Metal nailing strip must be set in Water Block and
secured with fasteners and neoprene washers
fastened 6" o.c.
M. Roof Drains
1. Roof drains must be fitted with compression clamping
rings and strainer baskets. Both original -type cast iron
and aluminum drains, as well as retrofit -type cast
aluminum and molded plastic drains, are acceptable.
2. Roof drains must be provided with a min. 36" x 36"
Bumped area if possible. Slope of tapered insulation
within the sumped area, shall not exceed 4" in 12".
3. Extend the roofing membrane over the drain opening.
Locate the drain and cut a hole in the roofing membrane
directly over the drain opening. Provide a 1/2"
membrane flap extending past the drain flange into
the drain opening. Punch holes through the roofing
membrane at drain bolt locations.
4. For cast iron and aluminum drains, the roofing
membrane must be set in a full bed of Water Block on
the drain flange prior to securement with the compression
clamping ring. Typical Water Block application rate is
one 10.5 oz. cartridge per drain.
5. For fleece-badted roof membrane applications, the
fleece -backed membrane is cat just short of the drain
flange. A separate smooth reinforced membrane drain
flashing sheet is heat welded to the roofing membrane
and set into the drain above in a full bed of Water Block
and secured as above.
6. Do NOT locate lap seams within the sump area. Where
lap seams must be locoed within the sump area, a
separate smooth reinforced membrane lain flashing a
minimum of 12" larger than the sump area must be
installed The membrane flashing shall be heat welded
to the roof membrane. Alternately, if the seam does not
run under the damping ring, it can be covered with a
6" wide reinforced membrane strip heat welded to the
membrane.
7. Tighten the drain compression damping ring in place.
N. Scuppers
1. Coated metal roof edge scuppers must be provided with
a min. 4" wide flange nailed to wood milers, with
hemmed edges and secured with continuous clips in
accordance with the gravel stop assembly.
2. Coated metal wall scuppers must be provided with 4"
wide flanges, with additional comer pieces pop riveted
to the flanges to create a continuous flange. All flange
comets must be rounded
3. Install wall scuppers over the roof and flashing
membrane and secure to the roof deck/wall with
DRILL-TEC" fasteners 6" on center, a minimum of 2
fasteners per side.
4. All comers must be reinforced with EverGuarf PVC
or EvetGuard° TPO Universal Comers or field fabricat-
ed from EverGuard° umeinfonted materials.
5. Strip in scupper with flashing membrane target sheet.
6. Alternately, a wall scupper box may be field flashed
using unreinforoed flashing membrane heat welded to
membrane on the wall face and roof deck and
terminated on the outside wall face with a tennination
bar, Water Block, and caulk.
7. EverQuan? TPO has prefabricated scuppers in standard
and custom sizes available. Consult your Territory
Manager or local distributor for details..
92
Mechanical) Attached
InstallationSpecification
TPO & PVC
O. Heater Stacks
1. Field -fabricated two-piece membrane fleshings of
EverGuard' unreinforved flashing are typically installed
at heater stacks. EverGuard' TPO and PVC have coned
type prefabricated pipe flashing that may work in this
instance. If not then field fabricated
membrane flashings of EverGuard° TPO UN 55 or
EverGuard' PVC UN-80 may be used. The temperature
of any heater stack that comes into contact with the
EvaGuard' membrane should not exceed 160°F.
2. Heat stacks must be equipped with either cone -shaped or
vertical tube -type flashing sleeves so that the membrane
flashing is not directly in contact with the heater stack.
3. Mechanically attach the roof membrane to the structural
deck with DRILL -TECH screws and plates around the
penetration base prior to flashing installation.
4. All stack flashings must be secured at their top edge
by a stainless steel clamping band over Water Block
and sealed with EverGuard' Caulking.
5. Field -fabricated membrane flashings may be adhered to
the flashing sleeve with EverGuard° TPO or EverGuard'
PVC Bonding Adhesive.
P. Drain Inserts - PVC Only
1. Eve:Guard' PVC mofing membrane is typically
terminated at PVC drain inserts by heat welding the
membrane to the PVC coated drain flange (if available),
or by securing the membrane between the drain flange
and the clamping ring.
2. Drain inserts shall only be used in the event the original
drain is damaged and cannot be repaired without complete
replacement of the drain.
3. All drains shall be provided with a drain sump of a 36"
x 36" minimum dimension, if possible. Fasteners shall
be installed 12" on center or a minimum of 4 per pene-
tration.
4. The drain inset is installed on top of the roofing
membrane and is secured to the roof deck 6" o.c. with
DRILL-TEC" screws.
5. A separate reinforced membrane drain flashing sheet is
heat welded to the roofing membrane. The drain flashing
sheet is heat welded to a compatible drain flange.
6. Install the drain clamping ring if applicable.
7. All drains shall be provided with a strainer basket.
Q. Wood Support Blocking
1. Wood support blocking, typically 4" x 4", is usually
installed under light -dirty or temporary roof -mounted
equipment, such as electrical conduit, gas lines,
condensation and drain lines.
2. Install wood support blocking over a protective layer of
EveiGuard° PVC or TPO membrane or EveGuard'
Walkway Pad Place wood blocking on oversized slip
sheet, fold two sides vertically, and fasten with roofing
nails into the blocking.
R. Satellite Dish Support Bases
1. Install satellite dish support bases over a protective layer
of EverGuard' Walkway Pad.
S. Lightning Suppression Clips
1. Secure lightning suppression clips to the roof surface by
means of 2" wide EverGuard' PVC or EvaGuard° TPO
Flashing membrane strips heat welded to the mof
membrane.
3.13 Traffic Protection
A. Walkway rolls must be installed at all mof access locations
including ladders, hatchways, stairs and doors. Install
walkway rolls at other designated locations including
roof -mounted equipment work locations and areas of repeat-
ed rooftop traffic.
B. Walkway rolls must be spaced 6" to allow for drainage.
C. Heat weld walkway rolls to the roof membrane surface con-
tinuously around the walkway pad perimeter.
D. TPO walkway rolls may also be installed with TPO primer
and 3" seam tape. First, roll or brush the TPO primer on
the back of the TPO pad along the edges and down the mid -
de of length of the pad Clean and prime the roof man-
brane where the pad will be installed. Install tape to the
back of the pad where cleaned (edges and midde) and roll in
with a silicone hand roller. Remove the release paper and
install the taped pads directly onto the roof membrane.
Secure the pads by rolling into place.
3.14 Temporary Closures
A. The roofing installation must be made watertight at the end
of each day's activity to prevent water infiltration into the
completed roofing system installation.
B. Complete all flashings and terminations as the roofing
installation progresses.
C. At the edge of the completed mofing system installation,
extend the roofing membrane a minimum of 6" beyond the
edge. Seal the roofing membrane to the surrounding deck or
substrate surface with hot asphalt or foam sealant.
D. Remove all temporary night seal materials prior to continuing
with the roof installation and dispose of properly.
3.15 Field Quality Control
A. Inspect completed roof sections on a daily basis. It is the
contractor's responsibility to probe all heat -welded seams
and perform an adequate number of seam cuts to ascertain
seam consistency.
93
Mechanicall Attached
Installation Specification
TPO & PVC
B. Immedately correct all defects, irregularities, and
deficiencies identified during inspections. All voids that are
found must be patched over per specifications. Do NOT
nweld seam voids more than 24 hours after initial weldng
of the seanh.
C. Remedal work shall be performed with like materials and in
a manner consistent with the balance of the roofing installa-
tion so as to minimize the number of repair patches.
D. Excessive patchwork will require replacement of the entire
affected membrane section from lap to lap.
3.16 Cleaning
A. Remove bonding adhesive, bituminous markings and other
contaminants from finished surfaces. In areas where
finished surfaces are soiled by asphalt or any other source of
soiling caused by work of this or other sections, consult
manufacturer of surfaces for cleaning advice and conform to
those instructions.
B. Cut out and remove any sheet membrane contaminated with
solvent -based adhesive, bituminous madcings, and other con-
taminants from finished surface. Repair sheet damage by first
cleaning the area with an all-purpose cleaner, then rinse off
soapy residue. Reactivate membrane using the appropriate
EverGuard° leaner, wiping with a damp (not saturated) rag.
Complete repair by installing a patch of like material to spe-
cific system requirements.
3.17 Maintenance
A. Upon completion of the roofing system, the owner should
establish a semi -yearly inspection and maintenance
program in a000n lance with standard good roofing practice
guarantee requirements.
B. Repair cuts, punctures and other membrane damage by clean-
ing membrane (see section 3.11.E), followed by heat welding
a membrane repair patch of sufficient size to extend a mini-
mum of 2" beyond the damaged area. If heat welding to the
top surface of the existing membrane is ineffective, the patch
must be heat welded to the underside of the existing sheet
after proper preparation.
C. Any damage to adhered membrane areas or at locations of
mechanical attachment shall be repaired so that the repaired
area remains fully adhered or mechanically attached.
City of Tukwila
Department of Community Development
11/2/2015
JAY MYLAN
12511 238 ST SE
SNOHOMISH, WA 98296
RE: Permit No. D 14-0202
CHAIRS & SPECIALTY FOOD WH
1000 ANDOVER PARK E
Dear Permit Holder:
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 12/8/2015.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each
inspection creates a new 180 day period, provided the inspection shows progress.
-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 12/8/2015, 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,
Bill Rambo
Permit Technician
File No: D14-0202
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
City of Tukwila
Department of Community Development
6/1/2015
JAY MYLAN
12511 238 ST SE
SNOHOMISH, WA 98296
RE: Permit No. D14-0202
CHAIRS & SPECIALTY FOOD WH
1000 ANDOVER PARK E
Dear Permit Holder:
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 7/11/2015.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each
inspection creates a new 180 day period, provided the inspection shows progress.
-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 7/11/2015, 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,
Bill Rambo
Permit Technician
File No: D14-0202
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
City of Tukwila
Department of Community Development
1/5/2015
JAY MYLAN
12511 238 ST SE
SNOHOMISH, WA 98296
RE: Permit No. D14-0202
CHAIRS & SPECIALTY FOOD WH
1000 ANDOVER PARK E
Dear Permit Holder:
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 2/10/2015.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each
inspection creates a new 180 day period, provided the inspection shows progress.
-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 2/10/2015, 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,
er Marshall
Technician
File No: D14-0202
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D14-0202 DATE: 06/27/14
PROJECT NAME: CHAIRS & SPECIALTY FOOD WAREHOUSE
SITE ADDRESS: 1000 ANDOVER PARK E
X Original Plan Submittal Revision # before Permit Issued
Response to Correction Letter # Revision # after Permit Issued
DEPARTMENTS:
A fie, Ce— "1
Building Division II
Public Works
NIA D1.0 1- iLI
Fire Prevention
Structural
Planning Division
Permit Coordinator
et
PRELIMINARY REVIEW:
Not Applicable ❑
(no approval/review required)
DATE: 07/01/14
Structural Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved
Corrections Required
El
Approved with Conditions
Denied
(corrections entered in Reviews) (ie: Zoning Issues)
DUE DATE: 07/29/14
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials:
12/18/2013
MY -LAN COMPANY INC
Page 1 of 2
CI411 Washington State Department of
Labor & Industries
MY -LAN COMPANY INC
Owner or tradesperson
MYLAN, JAY Roger
Principals
MYLAN, JAY Roger, PRESIDENT
MYLAN, VICKI Lynn, VICE PRESIDENT
Doing business as
MY -LAN COMPANY INC
WA UBI No.
601 807 373
12511 238TH ST SE
SNOHOMISH, WA 98296
360-668-4455
SNOHOMISH County
Business type
Corporation
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
Meets current requirements.
License specialties
GENERAL
License no.
MYLANCI009DC
Effective — expiration
03/03/2000— 02/25/2016
Bond
CBIC
Bond account no.
PD6927
Received by L&I
06/23/2004
Insurance
Scottsdale Ins Co
Policy no.
CPS1259621
Received by L&I
02/11/2014
$12,000.00
Effective date
07/05/2004
Expiration date
Until Canceled
$1,000,000.00
Effective date
02/15/2011
Expiration date
02/15/2015
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601807373&LIC=MYLANCI009DC&SAW= 07/14/2014