HomeMy WebLinkAboutPermit D14-0219 - ALSIDE COMPANY - REROOFALSIDE COMPANY
6701 S GLACIER ST
EXPIRED
12/08/15
D14-0219
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.eov
7888900091
6701 S GLACIER ST
ALSIDE COMPANY
DEVELOPMENT PERMIT
Permit Number: D14-0219
Issue Date: 8/12/2014
Permit Expires On: 2/8/2015
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Contractor:
Name:
Address:
License No:
Lender:
Name:
Address:
GRUBMAN PATRICIA & WILLIAM
1160 CALLE VISTA DR , BEVERLY HILLS,
WA, 90210
JAY MYLAN
12511 238 ST SE , SNOHOMISH, WA,
98296
MY -LAN CO INC
Phone: (206) 954-7444
Phone: (360) 668-4455
12511 238TH ST SE , SNOHOMISH,
WA, 98296-5462
MYLANCI009DC Expiration Date:
WILLIAM & PATRICIA GRUBMAN
1160 CALLE VISTA DR , BEVERLY HILLS,
CA, 90210
DESCRIPTION OF WORK:
INSTALL NEW MEMBRANE ROOF SYSTEM OVER THE TOP OF AN EXISTING 3 PLY BUILT-UP ROOF SYSTEM.
Project Valuation: $63,480.00
Type of Fire Protection: Sprinklers:
Fire Alarm:
Type of Construction:
Electrical Service Provided by: TUKWILA FIRE SERVICE
Fees Collected: $1,928.30
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:
I hearby certify that I have read and
provisions of law and ordinances gov
amin
ning
Date:
ot 11(4 1,-(
d this permit and know the same to be true and correct. All
his 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:
Date:L ,/ / —7/4
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: 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.
6: 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.
7: 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.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
0103 PRE-REROOF
CITY OF TUK. LA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Date Application Accepted:
Date Application Expires:
Building Permit No.
Project No.
7.(L'1�
(For office use only)
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: r '701 S. q-1AC- R_ &T .1 TOK-wi A,W'P Suite Number:
Tenant Name: ALS1D1y lSJ-t
PROPERTY OWNER
Name:t„/
VILLI MPATIZ eAfk C7Yul vvocli .1
Address: i� (o � 0 F116 V1 c.7/4 DRl V6
'"�
City: BrLy ills Stale: Zip:90ZID
CONTACT PERSON - person receiving all project
communication
Name: „I—
NN- YYIl I A N
Address c II -- Z bS
City: )00401^Yl15K State: v.04 Zip: S 2%Jo
Phon(2Ue.) clst1.-7,44L4 Fax (4l,Isln$-1gg .
Email:
WAN a vt/Pea, 4(4)1 A k-• 4,t4-
GENERAL CONTRACTOR INFORMATION
Company Name: rvi,1 _ LAN Co-1 1kie.--
Address: ? 0 • q 12_—
City\47009,1mv t14 State vvict Zip :6)go-7Z
Phon stop 66g-i_tq .6.G Fax(. 50(obl,�t1,q
Contr Reg No.: tors C-1 boq Exp Date: yS- tieTukwila
Business License No.:
$U5 I OD 674
New Tenant:
Floor:
❑ Yes .. No
ARCHITECT OF RECORD
Company Name:
Ai/
Architect Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
ENGINEER OF RECORD
Company Name:tNetrIN s morttnyvta;r411 L
Engineer Name: i24)1eLec
Address: q? — 3rd PcvS NE c&'e - 207
City: C
c)01411112.. State:vm Zip:,glts
Phonel01op $ 2.b -75lon Fay.lzAo SZZ_ wig
Email: e I ►'1BersNW. e-
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name: �/ in • � rani, Gia gleviS►'1igtO
Address: I t S O G4Ltg VISTA -De-
City: Oeverefl-ll us Stater
Zip:C/024 D
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Revised. February 2012
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Page 1 of 4
BUILDING PERMIT INFORMATIOI 06-431-3670
Valuation of Project (contractor's bid price): $ 23,4.80. co Existing Building Valuation: $ -
Describe the scope of work (please provide detailed information):. N9 ptL Ill) t')1 Y11 eAFs _ ecce
S./srem ovErz" -p1P oP- ►914. eVIST1 N6-, 3 ft.y 1 I L1 VP ecoF sySrRYi
Will there be new rack storage? ❑ ....Yes
rg..No 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
1st Floor
2"d 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? ❑ Yes ❑ No If"yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm 0 None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes n 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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Revised February 2012
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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 OWNER OR AUTHORIZED AGENT:
Signature: �/Ga—�'"a"' ` Date:
Print Name:
Mailing Address: r` D ' eox 9 L ? ; 1410 4&1il
�7L1lt
Day Telephone: �"��.1 qs/
Wry £o72
City
State Zip
H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-I2.docx
Revised: February 2012
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Page 4 of 4
- 1 PUBLIC WORKS PERMIT INFO .IATION — 206-433-0179
Scope of Work (please provide detailed information):
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
❑ .. Tukwila ❑ ...Water District # 125
❑ .. Water Availability Provided
Sewer District
❑ .. Tukwila
❑ .. Sewer Use Certificate
Septic System:
❑ On -site Septic System — For on -site -ptic system, provide 2 copies of a current septic des' approved by King County Health Department.
❑... Highline
❑ ... alley View 0... Renton
❑ ... ewer Availability Provided
❑... Re
Seattle
Submitted with Application (mark boxe , hich apply):
❑ .. Civil Plans (Maximum Paper Size — " x 34")
❑ .. Technical Information Report (Storm D age) ❑... Geotechnical port 0 .. Traffic Impact Analysis
❑ .. Bond 0... Insurance ►' ... Easement(s) ❑... Maintenan greement(s) ❑ .. Hold Harmless — (SAO)
❑ .. Hold Harmless — (ROW)
Proposed Activities (mark boxes that apply):
❑ .. Right-of-way Use - Nonprofit for less than 72 h
❑ .. Right-of-way Use - No Disturbance
❑ .. Construction/Excavation/Fill - Right-of-way ❑
Non Right-of-way
❑ .. Total Cut
0 .. Total Fill
cubic yards
cubic yards
❑... Righ f-way Use - Profit for less than 72 hours
❑... Ri -of-way Use — Potential Disturbance
.. Work in Flood Zone
... Storm Drainage
❑ .. Sanitary Side Sewer ❑... Abandon Sep Tank 0...Grease Interceptor
❑ .. Cap or Remove Utilities 0...Curb Cut ❑... Channelization
❑ .. Frontage Improvements 0... Pavemen ut 0...Trench Excavation
0 .. Traffic Control ❑... Loopes re Line ❑... Utility Undergrounding
0 .. Backflow Prevention - Fire Protection
Irrigation
Domestic Water
0 .. Permanent Water Meter Size (1)
❑ .. Temporary Water Meter Size (1)
0 .. Water Only Meter Size
❑ .. Sewer Main Extension Public
❑ .. Water Main Extension Public
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
❑ .. Water ❑ .. Se r ❑ .. Sewage Treatment
Monthly Service Billing to:
O # (2) " WO # (3)
WO # (2) " WO # (3)
WO # ' .. Deduct Water Meter Size
Private 0
Private 0
" WO #
" WO #
Name: Day Telep ane:
Mailing Address:
Water Meter Refun. .illin
Name:
City
State Zip
Day Telephone:
Mailing Address:
City
State Zip
H \Applications\Forms-Applications 0n Line\2012 ApplicationsWermit Application Revised - 2-7-12 docx
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Page 3 of 4
DESCRIPTIONS
PermitTRAK
Cash Register Receipt
City of Tukwila
ACCOUNT QUANTITY
PAID
,92830
D14-0219 Address:6701
it ACII
R ST
Apn: 7888900091
$1,928.30
DEVELOPMENT
$1,871.72
PERMIT FEE
R000.322.100.00.00
0.00
$1,131.65
PLAN CHECK FEE
R000.345.830.00.00
0.00
$735.57
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE
$56.58
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R2578
R000.322.900.04.00
0.00
$56.58
$1,928.30
Date Paid: Monday, July 14, 2014
Paid By: GERALD MYLAN MY LAN CO INC
Pay Method: CREDIT CARD 053910
Printed: Monday, July 14, 2014 11:38 AM 1 of 1
CRWSYSTEMS
6300 Southcenter Blvd., #100, Tukwila. WA 98188
Permit Inspection Request Line (206) 438-9350
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
(206) 431-3670
P oiec< ( I� �114G-i
a(
Type# of I sped (
Addrlesss:
C-7o 4�6 (Qc { e r sf,
Date7Clall :
Special Ins tFuctions:
rerae
Date W me
��
a.m.
p.m.
Requester:
Phone •o•
-c's-y-7Yoy
Approved per applicable codes.
>rorrections required prior to approval.
COMMENTS:
kl dt ufcf PVsVfc44
oVet-Fn att �w c�rF cis
seer, S&e�-j-S
GO 16v rr2r,
Inspector:rc...........
Date:
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Btvd., 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
Project;,-/S;`�
' .
TAP/ cti7 e-
v F
Add ess:
( Gf �-�' el S+�
ate Called:
Special Instructions:
Date Wanted:IC
'" �4
/ p.m.
Requester:
.Rhos No:
q s-4 '" "744
proved per applicable codes. O Corrections required prior to approval.
COMMENTS:
vQ-t PiI (.0AL—r"a OAS 04 fA41'
Ins
or Date:
/4
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspection.
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GAF
No. G2014 00009626
RECEIVED
• 'CITY OF TUKWI
EverGuard® SYSTEM PLEDGE" JUN 12 2015
ROOF GUARANTEE
PERMIT CENTER
OWNER: WILLIAM GRUBMAN, BEVERLY HILLS, CA 90210
NAME AND TYPE OF BUILDING:
ADDRESS OF BUILDING:
ROOF SPECIFICATION
APPLIED BY:
ALLSIDE SUPPLY CENTER
'_Veatheror'Stopper
System
Pledge
Roof
Guarantee
PERIOD OF COVERAGE: 15 YEARS
6701 S. GLACIER STREET, TUKWILA, WA 98108
TMARN60
MY -LAN COMPANY INC / SNOHOMISH, WA
AREA OF ROOF: 320.00 SQUARES
DATE OF COMPLETION: 08/24/2014 GUARANTEE EXPIRATION DATE: 08/24/2029
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, high wall waterproofing flashing, insulation, expansion oint
covers, preflashed accessories, and metal flashings used by the contractor of record that meet SMACNA standards (the "GAF Roofing Materiels") resulting
from a manufacturing defect, ordinary wear and tear, or workmanship in applying the GAF Roofing Materials. GAF's MAXIMUM UABIUTY under this
guarantee shall not exceed in the aggregate over the life of this guarantee more than $ 234.3$er 100 square feet of roof area. Leaks caused by any
materials other Than those listed above, such as the roof deck, non -GAF insulation, or any of er materials used in the construction of the roof system, are
not covered.
GUARANTEE PERIOD
This guarantee ends on the expiration date listed above. NOTE: Lexsuco° and uncoated M-Curbi" Flashings 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 guaranteeleak@gaf.com or by postal mail to GAF Guarantee Services, 1361 Alps Road, Bldg. 11-1, Wayne, New Jersey
07470, or GAF will have no responsibility for making repairs. NOTE: The roofing contractor is NOT on agent of GAF; notice to the roofing controctor 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.
8. 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 walls allowing water entry into the roofing system).
C. You may make temporary repairs to minimize damage to the building or its contents in an 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 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 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, tornados, and
earthquakes, unless specifically covered under this guarantee.
3. Damage to the roof constructed of the GAF Roofing Materials due to:
(a) 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 fleshings 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; (f) moisture
migration from the building interior or any building component other than
the GAF Roofing Materials; or (g) use of materials that ore incompatible
with the GAF Roofing Materials.
4. Traffic of any nature on the roof unless using GAF walkways applied
in accordance with GAF's published application instructions.
5. Blisters in the GAF Roofing Materials that have 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
additions 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 EverGuord 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 liobility 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 a waiver of any of the terms and conditions of this guarantee.
This guarantee MAY BE SUSPENDED OR CANCELLED IF THE ROOF IS DAMAGED BY any cause listed obove os AN EXCLUSION FROM
COVERAGE that may affect the integrity or watertightness of the roof. DV-1-e°
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 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 an assignment fee of
t cnn T ,...,,.....M.e i. Kim ..rl.�....:.� r.....�...L.le .......I......IJ� L.............� .......�...�L......l 1.......�k.....1:._..�A. _.:_J:._rl..
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
January 19, 2015
WILLIAM GRUBMAN
1160 CALLE VISTA DRIVE
BEVERLY HILLS, CA 90210
Re: ALLSIDE SUPPLY CENTER
6701 S. GLACIER STREET
TUKWILA, WA 98108
Guarantee #: G2014-00009626
Dear WILLIAM GRUBMAN:
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:
O 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.
O 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,
Quarantee, Services'
E-mail: MTGuarantee@gaf.com
cc: Project File
RECEIVED
CITY OF TUKWILA
FEB 0 3 2015
PERMIT CENTER
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•
GAF
No. G2014-00009626
EverGuard® SYSTEM PLEDGETM
ROOF GUARANTEE
OWNER: WILLIAM GRUBMAN, BEVERLY HILLS, CA 90210
NAME AND TYPE OF BUILDING:
ADDRESS OF BUILDING:
ALLSIDE SUPPLY CENTER
Weathere'Stopper
System
Pledge
Roof
Guarantee
PERIOD OF COVERAGE: 15 • YEARS
6701 S. GLACIER STREET, TUKWILA, WA 98108
ROOF SPECIFICATION: TMARN60
APPLIED BY:
MY -LAN COMPANY INC / SNOHOMISH, WA
AREA OF ROOF: 320.00 SQUARES
DATE OF COMPLETION: 08/24/2014 GUARANTEE EXPIRATION DATE: 08/24/2029
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, high wall waterproofing flashing, insulation, expansion oint
covers, prefloshed accessories, and metal flashings used by the contractor of record that meet SMACNA standards (the "GAF Roofing Materials") resulting
' from a manufacturing defect, ordinary wear and tear, or workmanship in applying the GAF Roofing Materials. GAF's MAXIMUM LIABILITY under this
guarantee shall not exceed in the aggregate over the life of this guarantee more than $ 234.3§er 100 square feet of roof area. Leaks caused by any
materials 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" Flashings 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 guaranteeleak@gaf.com or by postal mail to GAF Guarantee Services, 1361 Alps Road, 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 ore 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 damage to the building or its contents in an emergency, at your sole expense. These repairs will not result
in cancellation of the guarantee as long as they are 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 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 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, tornados, and
earthquakes, unless specifically covered under this guarantee.
3. Damage to the roof constructed of the GAF Roofing Materials due to:
(a) 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 flashings are installed; (d) chemical attack on
the membrane, including, but not limited to, exposure to grease or oil; (e)
the failure of wood milers to remain attached to the structure; (f) moisture
migration from the building interior or any building component other than
the GAF Roofing Materials; or (9) use of materials that are incompatible
with the GAF Roofing Materials.
4. Traffic of any nature on the roof unless using GAF walkways applied
in accordance with GAF's published application instructions.
5. Blisters in the GAF Roofing Materials that have 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
additions 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 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 a waiver of any 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 request is in writing to 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 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 auarantee is NOT otherwise transferable or assignable by contract or nn rntinn of Inw .ith.r rlir♦ rtly er inrlir.r•tty
urns soundly yr u uni urJ; meuualluN; JUKIDUICIION; CHOICE OF LAW
THIS GUARANTEE IS EXPRESSLY IN UEU OF ANY OTHER GUARANTEES OR WARRANTIES, EXPRESS OR IMPUED, INCLUDING ANY IMPUED
WARRANTY OF MERCHANTABIUIY OR FITNESS FOR A PARTICULAR PURPOSE, and of any other obligations or liability of GAF, whether any
claim against it is based upon negligence, breach of warranty, or any other theory. In NO event shall GAF be liable for any CONSEQUENTIAL
OR INCIDENTAL DAMAGES of any kind, including, but not limited to, interior or exterior damages and/or mold growth.
The parties agree that, as a condition precedent to litigation, any controversy or claim relating to this guarantee shall be first submitted to mediation before
a mutually acceptable mediator. In the event that mediation is unsuccessful, the parties Agree that neither one will commence or prosecute any lawsuit or
proceeding other than before the appropriate state or federal court in the Stote of New Jersey. This guarantee shall be governed by the laws of the State
of New Jersey, without regard to principles of conflicts of laws. Each party irrevocobly 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 paid in full
to the roofing contractor and moteriols suppliers, and
the guarantee charge has been paid to GAF
This guarantee must have a raised seol to be valid.
02014 GAF 3/14 • 4242
41„IIr;:111r"w::111""Itl
GAF
1361 ALPS ROAD
WAYNE, NJ 074700
Authorized Signoture
By.
01/19/2015
Dote
COMTS704A
n
❑ Roc
PIR o p46-"R tY
REVISIONS
changes shall be made to the scope
f work witho,Jt prior approval of
Tukwila Building Division.
N: Re ' _0;13 will require a new plan submittal
anmay i lude additional plan review fees.
L. P
Ral l-.
}. I NE
FILE COPY
µQ�04'
Pernik No. b )l4
n
Plant ew approval is subjed to errors and omissions.
Approval of construction documents does not authorize
the violation of any adopted code or ordinance. Receipt
of approved Field Copy and conditions is advawledged:
IRMO
Date:
1.- vac -
City of Tukwila
BUILDING DIVISION
t�
5 Hy It Fa
7O/ 5 G-ka c ijf4. Tr
/If(
tc1
�9o'
Non T7f
SEPARATE PERMIT
REQUIRED FOR:
eriVieahanical
tecuicat
gellumbkg
►was Piping
c; r Tukwila
nIVISION
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUL 2 2 2014
-�' Atit
City of Tukwila
BUILDING DIVISION
b:i+. 0119
PRo PER T )'
RECEIVED
CITY OF TUKWILA
JUL . t 4 2014
PERMIT CENTER
5 aCjsl,.. sr
ENW
STRUCTURAL
ENGINEERS
Engineers Northwest Inc., P.S.
We get
buildings
built.
July 9, 2014
MYLAN-CO
PO Box 912
Woodinville, WA 98072
Attn: Jay Mylan
FILE COPY
Permit No.
Re: Alside Supply — Tukwila, WA
Jay:
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUL 2 2 2014
City of Tukwila
BUILDING DIVISION
The existing building roof structure is composed of plywood sheathing supported by 2 x 4
stiffeners at 2 feet on center. These stiffeners are supported by timber purlins which in turn span
large glu-lam beams.
On July 8, 2014, I visited the building to review the condition of the roof structure. I walked some
of the slab on grade looking up at the roof structure. The glu-lams, purlins and main girders that
I saw, all appeared to be in good condition and performing well. I also walked on top of the roof
and the structure appeared to be performing well for the most part. I did observe some areas on
the roof at the perimeter where the slope was very low and the water had been ponding. It is my
understanding that the roof drainage in those areas will be corrected.
I understand that the new roofing to be added weighs about 0.9 psf. Section 3404.3 of the
International Building Code allows for a 5% increase in the design gravity load on an existing
roof without modification to the original structural framing members. As only about 3% is being
added, it is my opinion that adding the new roofing layer is allowed per current building codes.
Please feel free to call if you have any questions.
Sincerely,
ENGINEEFjrS�NORTI-1WEST INC., P.S.
Dale Kaemingk, P.E., S.E.
Vice President
DK:bs
ENW Job No. 12074011
hl�l- o 119
RECEIVED
CITY OF TUKWILA
JUL 142014
PERMIT CENTER
• 9725 Third Ave NE, Suite 207 • Seattle, WA 98115
206.525.7560 • fax 206.522.6698
www.engineersnw.com
FILE Copy
Petmit No.
My -Lan Co., Inc.
P. O. Box 912
Woodinville, WA 98072
(360) 668-4455 / (360) 668-1995 Fax
Cell (206) 954-7444
PROPOSAL
Date: 4/14/14
Customer
Phone
Job Name
The Andover Company
Attn: George Rockwell
415 Baker Blvd. Ste. 200
Seattle, WA 98188
206-336-5328
Alside Supply Center
6701 S. Glacier St.
Tukwila, WA
Description of Work
1. Clean existing roof surface of dirt and debris.
2. Install a 3/16" polypropylene separator sheet to existing roof surface.
3. Install a white 60 mil TPO membrane roof system made by G.A.F. over existing roof.
4. The existing through wall roof drains will have new TPO sheet metal pans made for them and
the drains that do not have a collector box on them we will install new collectors to connect to
existing downspout piping.
5. Lift existing HVAC unit over office area and install new pressure treated wood supports under
unit.
6. The TPO flashing around all gas stacks, soil pipes, and vents will be factory made from TPO
membrane.
7. Five (5) year labor and Ten (10) materials warranty from G.A.F.
8. Labor and materials included.
* If permits or structural engineer reports needed will be additional. **This proposal will form pa
agreement if work commences.
All material is guaranteed to be specified.
Work to be done is in a workmanlike manner
from the above specifications will be executed
upon written orders or verbal okay, and will
become an extra charge over and above esti-
mate. Any and all agreements contingent upon
strikes, delays, accidents, such as to with the
weather, or other issues out of our control. Any
and all disputes settled via arbitration first.
NOTE: This proposal may be withdrawn by us,
or prices are subject to increase due to material
price increases If not accepted within Fifteen (15)
days.
REVIEWED FOR
CODE COMPLIANCE
}`r APPROVED
'JUL 2 2 2014
rt of antsfIVITukwila
BUILDII`IG DIVISION
"'Does not include sales tax here ;
Sixty three thousand four hundred and eighty dollars and 00/00
Authorized
PLEASE SIGN AND RETURN IF ACCEPTED
RECEIVED
CITY OF TUKWILA
Accepted by DateJUL 1 4 2014
PERMIT CENTER
"Quality You Can Trust Since 1886...From
North America's Largest Roofing
Manufacturer"
Technical Services
1361 Alps Road Bldg. 11-1
Wayne, NJ 07470
Phone: 1-800-766-34/1, option l
September 5, 2012
To Whom It May Concern:
FILE COPY
Permit No.
_ --A n n;rei nS,
This is to confirm that using GAF EverGuard® TPO 60 mil
membrane with a 4 oz. polyester separator sheet does 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 Reeves
Christine Reeves
GAF Contractor Service Representative
lL4O.119
REVIEWED FOR
CODE COMPLIANCE
APPROVED
'JUL 2 2 2014
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
JUL 1- 4 2014
PERMIT CENTER
My -Lan Co., Inc.
P.O. Box 912 Woodinville, WA 98072 Phone (360) 668-4455 Fax (360) 668-1995 Cell (206)954-7444
FILE COPY
Permit No.
Plan review approval is subject to Arm" .---
June 26, 2014
Attn: Tukwila Building Department
RE: Alside Supply, 6701 S. Glacier St., Tukwila, WA
Tukwila narrative for existing roof condition and re -roof.
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.
Jay Mylan President
My -Lan Co., Inc.
bv-kozo
REVIEWED FOR
CODE COMPLIANCE
`` APPROVED
'JUL 2 2 2014
City of Tukwila
BUILDING DIVISION
2014
-PERMIT CENTER
w
My -Lan Co., Inc.
P.O. Box 912 Woodinville, WA 98072 Phone (360) 668-4455 Fax (360) 668-1995 CeII (206)954-7444
June 26, 2014
Attn: Tukwila Building Department
RE: Alside Supply, 6701 S. Glacier St, Tukwila, WA
Tukwila narrative for existing roof condition and re -roof.
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.
Jay Mylan President
My -Lan Co., Inc.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
0
JUL 2 2 2014
City of Tukwila
BUILDIN Metal a�a
Mechanical) Attached
Installation Specification
TPO & PVC
-moral
1.01 System Description
A. Mechanically attached heat -welded thermoplastic sheet roof
membrane system.
B. EverGuard° PVC and EverGuardf TPO materials are not
compatible with one another. DO NOT use EverGuad'
PVC and EvaGuarc? TPO membranes, flashings, and
flashing accessories together in the same roofing system.
1.02 Specification Designations
A. See Plates.
FILE COPY
Permit No.
1.03 Regulatory Requirements
A. Conform to all applicable building and jurisdictional codes,
including roof assembly wind uplift and fire resistance
requirements and slope.
B. Follow your local jurisdiction requirements for disposing 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 manufacturers' name, product
brand name and type.
B. Store materials in weather protected environment, clear of
ground and moisture, in accordance with GAF instructions.
C. All materials stoned 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 conditions may
require 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 roof insulation that has been wet is considered dam-
aged, even if later dried 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. Hi h otr gusting winds make the installation of materials
RECEIdit.
CITY OA Tole MilLLAallation during periods of high ambient
temperatures, typically above 90'F, can result in poor
JUL1 intelytion quality due to condensation on the membrane
PERMIT CENTER S1
surface, and excessively fast adhesive drying rates.
E. Material installation during periods of low ambient
tanpetattues, typically below 30T, can result in poor
installation quality due to increased 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 acre
4. Addust welder settings to insure proper welds for
applicable ambient conditions
1.06 Working Environment
A. Provide a safe working environment, including, but
not limited to, adequate fall protection, restriction of
unauthorized access to the work area, and protection
of the building and its occupants.
B. Safe work practices should be followed, including,
but not limited to, keeping tools in good operating
order, providing adequate ventilation if adhesives are
used, and daily housekeeping to remove debris and
other hazards.
Part 2 — Products
2.01 Membrane
A. EvaGuan? TPO (smooth reinforced) thermoplastic
polyolefin membrane.
B. EverG ua nP TPO Fleece -Back thermoplastic polyolefin
membrane
C. EverGuan? PVC (smooth reinforced) thermoplastic
membrane
D. EvaGuard' PVC Fleece -Back thermoplastic membrane
2.02 Flashing
A. Eve/Guard' membrane flashings to be of same type,
thickness and color as roofing membrane. EverGuard°
Freedom" TPO can be used with Eve/Guard' TPO
membrane for flashing in the same thickness as the
field membrane.
B. EverGuaud' TPO and PVC FleeceBack membranes are
optional flashing membranes for all EveiGuard' TPO and
PVC roofing systems, respectively. These membranes may
be a solution when a contaminated substrate is
encountered
2.03 Flashing Accessories
A. EverGuand' preformed flashing accessories to be of same
type as roofing membrane.
1. EverGua<d' TPO and PVC laminated metal flashings
to be a minimum of 25 mils TPO and 40 mils PVC of
thM-G219
Mechanically Attached
Installation specification
TPO & PVC
non-n infon ed thermoplastic membrane of same type as
roofing membrane, laminated to 24 ga. galvanized steel
sheet metal.
2. Pre-fonned Vent Boots with stainless steel damping
bands.
3. Pre -formed Universal Comers for TPO. Individual
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 lieu of pre -formed accessories.
7. EverGuard° TPO Cover Strip for stripping in of flat
metal edges.
8. EverGuanf Pre -formed Sealant Pans are available for
inegulady-shaped penetrations and pitdi 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 Attacunent Table and the
appropriate Membrane Attachment Table at the and of this
section for the correct type, length and diameter.
2.05 Adhesives and Sealants
A. EvaGuarde bonding adhesives, sealants and caulking.
1. EveGuand° TPO and PVC Boning Adhesive
(solvent -based).
2. EverGuard° H2O Boning Adhesive (low VOC).
3. EverGuard" 2-Part Pourable Sealant for use in sealant
pans.
4. EvaGuand° Caulking for use in sealing termination bars
and penetration clamping bands.
5. EvetGuand° TPO Cut Edge Sealant. EverGuard° PVC
Cut Edge Sealant.
6. EverGuard° Water Block for use in sealing behind
termination bars and at drain flanges as a water cut-off.
7. EvaGuard° TPO Primer.
2.06 Traffic Protection
A. Eve Guard" TPO and PVC walkway rolls.
2.07 Insulation
A. EnergyGuarcr 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. EnergyGuaid" and EneigyGuand' Ultra polyisocyanurate
insulation with glass -based facer meeting or exceeding
the requirements for ASTM C-1289 (min. 16 psi
compressive strength).
2. EnagyGuand" extruded polystyrene insulation meeting
or exceeding the requirements for ASTM C-578, Type II
nominal 1.5 pound density.
3. EnergyGuard" 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 attachment, and 4' x 4' for adhered attachment
and tapered systems.
1. EnergyGuard" and EnergyGuard' Ultra polyisocyanurate
insulation with glass -based facer meeting or exceeding the
requirements for ASTM C-1289, (min. 25 psi
compressive strength).
2. EnergyGuanf extruded polystyrene insulation meeting
or exceeding the requirements for ASTM D-578, Type
TV (min. 25 psi compressive strength).
3. Ene gyGuard" 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. EnergyGuanr Pedite 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 adhered attachment and tapered systems,
except for fan -fold recover board, which comes in 2' x 4'
sections with a 50' total length.
1. EnergyGuard" and EnergyGuan F 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. EnergyGuan! 3/8" extruded polystyrene fan -fold recover
board with plastic facer meeting or exceeding the require-
ments for ASTM D-578, Type IV (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. EnergyGuan3" 1/2" expanded polystyrene recover board with
82
Mechanical) Attached
Installation Specification
TPO & PVC
plastic facer meeting or exceeding the requirements for
ASTM D-578, Type If (min. 15 psi compressive strength).
2.10 Base Sheets
A. GAFGLAS® Stratavene 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 oz/sq.yd.
C. VersaShield- products as protection layer in all sections
(fully adhered, ballasted, etc.)
2.12 Other Accessories
A. Subject to compliance with requirements, provide the
following products not available from GAF:
1. Wood Nailers: New wood milers 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. AirNapor 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 verifikion 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 slope to drain. Eliminate poncing areas by the
addition of drainage locations or by providing additional
pitch to the roof surface.
C. All defects in the roof deck or substrate shall be corrected
by the responsible parties before new roofing 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 mof areas,
protect the finished roofing system from damage.
F. Deck preparation is the sole responsibility of the building
owner or roofing contractor. All defects in the roof deck or
substrate shall be conected 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 dean substrate surfaces of all asphalt
and adhesive contaminants.
B. Confirm quality and condition 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. Confirm 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 cut into 10'x10' areas maximum fast, before
the application of new separator sheet and/or membrane.
D. Remove all existing flashings, inducing metal edgings,
drain leads, pipe boots, and pitch pockets, and clean
substrate surfaces of all asphalt and adhesive contaminants.
If the wall/club flashings are in good condition 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 petite 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 condition 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
Mechanical) 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 thicker insulation board to provide a
smooth substrate for the EvaGuan? manbrane. Recover
with EvaGuard° 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
cone 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 -approved DRILL-TEC" fasteners.
4. Three anchors per length of wood nailer minimum.
C. New Nailes
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. I" 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 -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 code 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 papa n3cular 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 &carded
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. Seauanent
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 board size, and
type of roofing system installed.
c. Pre -drilling is required for concrete decks, and may be
required 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 ID 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
Mechanically Attached
Installation Specification
TPO & PVC
3. Foam Adhesive
a. Depending on foam adhesive type, apply adhesive in
full 1/4" - 1/2" thick coverage or in 3/4"-1" continu-
ous beads accor&ng to the manufacturer's instructions.
b. Adhesive beads shall be evenly spaced at the rate
required for the board size and type of roofing system
being installed.
c. Apply the proper grade adhesive 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 retail kis if the build-
ing height exceeds 50 ft.
5. Buildings with large openings & overhangs shall be
evaluated for air ret utk m 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 regiirements 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 coveting 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 buckles 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. VersaShieldl' protection Layer shall typically be installed
when rewired 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 buckles are not
formed
2. Overlap fiberglass shed protection layer a minimum of
6" for sick and end laps.
3.09 Base Sheet Installation
A. General
1_ Fiberglass hate 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
Mechanical) Attached
Installation Specification
TPO & PVC
B. Mechanical Securement-Nailable Base Sheet
1. Secure venting nailable base she through existing
substrate to the deck. Use appropriate type and length
of approved fastener for structural deck type and
Fig. 1
install requited number of fastens in accordance with
Figure 1.
2. Pre -drilling is requited for concrete decks, and may be
regained 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 dhk.
C. Base Sheet Installation
1. StormSafe is a non -breathable 48" wide undealayment
which can be used ova wood and light weight decks in
conjunction with Freedom" systems.
2. Install StotmSafe" underiayment so that wrinldes and
buckles are not formed
3. Overlap base sheet a min of 2" for side laps and 6" for
end laps
4. StormSafe" undelayment 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 bond as required in
accordance with the Design Table.
2. The use of extruded and expanded polystyrene
B.
C.
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 boads 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. lnstall 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 papend'iurlar to deck flutes with edges over
flute surface for bearing support.
5. Install tapered insulation to provub 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 bonds that
are broken, cracked, or crushed shall not be installed
unless the damaged area is first removed and discarded.
7. Remove and replace insulation boards 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.
Securement
1. Mechanical Attachment
a Use app, . priate 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. Pre -drilling is required for concrete decks, and may be
required for gypsum concrete and cementitious 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 nequued by the
Insulation Attachment Table. The use of any fastener
greater than 8" in length must be preapproved 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 III or Type IV asphalt.
b. Apply asphalt at the rate of 25 lbs. per 100 sq. It.
over the entire surke to which the insulation is to
be adhered.
c. Asphalt application rates of up to 60 lbs. per 100 sq.
ft. maybe 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 blooming or power
washing.
d Apply asphalt at its EVT temperature to obtain a
proper bond, typically within the range of 425-475T.
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. Depending on foam adhesive type, apply adhesive
in full 1/4" - 1/2" thick coverage or in 3/4"-1"
continuous beads according 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 mof 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 roiled
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 perpendicular 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. All 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
EverGuanl° fleece -back membranes are made by butting
adjacent sheets and heat welding an 8" wide EveGuand°
PVC or EverGuani° TPO reinforced membrane flashing
strip over the joints.
B. Secureneht
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 corner areas, additional fasteners will also be
installed through the perimeter half -width membrane
rolls to form a grid pattern, with an 8" wide reinforced
membrane flashing strip heat -welded ova the additional
fasteners. "Comers" include both outside and inside
comes 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 rubs, 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 spacing.
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
Mechanical) Attached
Installation Specification
TPO & PVC
DRIL L TEC" Fasteners and inverted Termination Bar of
type and spacing in accordance with in -lap attachment
requirements, with a 12" on carter maximum sprang.
This alternative detail is required to be used for pn;ssurized
buildings.
7. Install fasteners so that the plate is drawn down tightly
to the membrane surface. Properly installed fasteners
will not allow the plate/termination bar to move
(umdea+diving), but will not cause wrinkling of the
membrane (overdriving).
C. Field Seaming
1. Fabricate field seams using a current -generation
automatic hot air welding machine and a 10,000
watt voltage -controlled generator minimum. In addition,
fabricate detail seams with automated hot air welders
where possible. Outdated wdcing equipment and
inadequate/fluctuating electrical power are 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
swim 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 ovearast skies will generally require a
slower speed than would be required with thinner
membranes, higher air temperatures, and sunny skies.
The slower speed provides additional 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., moming 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 bums and scorch marks.
5. Weld width shall be a minimum 1-1/2" in width for
automatic machine wilding. 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 EveaGuard° 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 flashings, 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, dean 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 dean of art 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 immediately after placement and
seurernent of the membrane.
2. Membrane that has been exposed for over 12 hours or
has become contaminated will require 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 EverGuard"
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 dut-
enausted will require the use of a low -residue cleaner such
as Formula 409 and a mildly abrasive scrubbing pad to
remove the cut. 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 weldng.
5. Exposure -Based Contamination - Membrane that is
weatheredroxidrzed will require the use of EverGuarf
TPO Cleaner or acetone for PVC and a mildly abrasive
snubbing pad to remove the weatheredVoxidrzed top
surface layer. This must be followed by cleaning with a
white cloth moistened with EveaGuan? 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
artgiare heat weld to the membrane surface. The
membrane should be removed and replaced in these
situations.
3.12 Flashing Installation
88
Mechanical) Attached
Installation Specification
TPO & PVC
A. General
1. Flash all perimeter, curb, and penetration oondtions
with coated metal, membrane flashing, and flashing
accessories as appiop iate to the site collation.
2. All coated metal and membrane flashing comers shall be
reinforced with pre -formed comas or unndnforced mem-
brane.
3. Heat weld all flashing membranes, accessories, and
coated metal together to achieve a minimum 2" wide
(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 EvaGuan l" TPO or PVC Cut Edge
Sealant.
5. When using bonging 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 attxhment 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
corresponding 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 insets,
and comas of roof edging, base flashing and coping
shall be overlapped or provided with separate metal
pieces to create a continuous flange congition, 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 ad:Rion, provide a 1/2" hem for all metal flange edges
whenever possible to prevent wearing of the roofing and
flashing membranes at the flange edge.
8. Coated metal flashings ate 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 curbs that
completely cover the existing flashing, the flashing
does not need to be removed provided that it is in good
collation and tightly adhered
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 EverGuard" 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 curing 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 bonging adhesive to both the substrate surface and
the undhsich of the flashing membrane, at the rate of 120
sq. ft./gal. which covers both surfaces yielding 60 square
feet of finished, mated surface per gallon for
solvent -based bonging adhesives, and at the rate of 200
sq. ft./gal. coveting both surfaces yielding 100 square
feet of finished, mated surface area per gallon for
water -based bonging 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 40cF 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 EverGuanr smooth -reinforced
flashing membrane in accordance with heat welding
guidelines.
7. Porous substrates may require double application of
adhesive.
Mechanical) Attached
Installation Specification
TPO & PVC
8. For extended guarantee lengths, separate oounteflashing
or cap flashing is requinect exposed termination bars are
not acceptable.
9. Alternatively, the Fi bm®System can be used for flashings.
Consult the Freedore section for installation instruc-
tions.
10. Also available are Comer Curb Wraps, consisting of a
pre -formed combination comer and flashing pieces that
are 12" in height and can be ordered in various lengths.
These pre -fabricated comers can be configured to fit 12"x
12", 18" x 18", 24" x 24" and 30" x 30" curb flashings.
They may be filly adhered or dry hung in place
and only require a 1" weld.
D. Adhered Reinforced Membrane Flashings - Fleece -Back
1. Apply boning 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 adhesive 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 EverGuard' Fleece -Back
flashing membrane are made by butting adjacent sheets
and heat welding an 8" wide strip of EverGuard' PVC or
EverGuard' TPO Flashing membrane over joint. All cut
edges of TPO and PVC reinforced membranes must be
sealed with EverGuard' 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 EverGuand' smooth reinforced flashing
membrane shall be heat welded in accordance with
heat weldng guidelines.
4.Maximum flashing height is 24" unless incremental
attachment is used.
F. Unreinforced Membrane Flashings
1.Unreinfored membrane is used as a field fabricated
penetration/reinforcement flashing only where
pm -formed comers and pipe boots cannot be properly
installed.
2.Penetration flashings constructed of unreinfomed
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 unreinforced 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 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 bonding adhesive. Coverage rates will vary
depending 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 oondtions 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 adhesive and face nailing the membrane 8"
on center prior to installing the snap -on fascia.
5. Galvanized -based metal edging may be flashed using
EverGuard' 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 comers, tape overlaps and T-
joints with EveaGuarti" caulking or TPO Cut Edge
Sealant per published standard EverGuard' details. Caulk
90
Mechanical) Attached
Installation Specification
TPO & PVC
the back edge of the tape with EverGuard' Caulking
when slope exceeds 1" in 12".
6. Flash roof edge scuppers with a scupper insert of coated
metal or EverGuanf pre-fab 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 nailas.
2. Secure membrane flashing at the top edge with a
termination bar. Apply water -block between the wall
surface and membrane flashing underneath all
termination bars. Exposed termination bars shall be
mechanically fastened 6" on center, termination bars
that are counterflashed 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 insert 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" - Loose -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 outsick 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. Inegularty-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 vertical 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 EverGuard" 2-part Pourable
Sealant. Fill sealant pans with non -shrink quick -set
grout, and top off sealant pans with a 2" minimum thick-
ness of EverQuard" 2-part Pourable Sealant.
4. Pm -formed sealant pans made of PVC and TPO are avail-
able.
a PVC. Installation of pm -formed 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 seauement around the
penetration. A minimum of 4 system appropriate
screws 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 fielatarget 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 unreinforced membrane. The
unreinforoed 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 EveiGuard" Cut Edge Sealant
K. Curbs
1. Flashings can be done two different ways, either with
adhesive applied to the membrane and substrate or
91
Mechanical) Attached
Installation Specification
TPO & PVC
loose applied up to 24" high. EverGna rl' Coated Metal
fleshings 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 and membrane
flashing. Exposed termination bars shall be mechanically
fastened 6" on center, termination bars that are
counterflashed shall be fastened 12" on center. If wood
is present at the top of the curb, install ring shanks 12"
on center. This can be used in lies 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 curbs and duds that are flashed with
membrane flashing with screws and plates/termination
bar at 12" on center.
4. Metal counter flashing may be needed for extended length
warranties. All termination bars must be sealed with
EverGuard° Caulking.
L. Expansion Joints
1. Install expansion joint covers at all flat type and raised
curbed type expansion joint conditions. There currently
three types of expansion joints approved for EvaGuard°
Systems. These 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 nailers, curbs or secured
to walls with appropriate nails or EveiGuand°
DRILL-TEC" fasteners.
2. Roof membrane must be mechanically attached along the
base of raised cub 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"
sumped 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.
Lorare 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 Biock application rate is
one 10.5 oz. cartridge per drain.
5. For fleece -backed roof membrane applications, the
fleece -backed membrane is cut just short of the drain
flange. A separate smooth reinforced membrane drain
flashing sheet is heat waded 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 located within the sump area, a
separate smooth reinforced membrane drain 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
nun under the clamping ring, it can be covered with a
6" wide reinforred membrane strip heat welded to the
membrane.
7. Tighten the drain compression clamping ring in place.
N. Scuppers
1. Coated metal roof edge scuppers must be provided with
a min. 4" wide flange nailed to wood nailers, with
hemmed edges and secured with continuous dips in
accordance with the gravel stop assembly.
2. Coated metal wall scuppers must be provided with 4"
wide flanges, with additional corner pieces pop -riveted
to the flanges to create a continuous flange. All flange
comers 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 EverGuand° PVC
or EverGuard° TPO Universal Comers or field fabricat-
ed from EverGuard° unreinforced materials.
5. Strip in scupper with flashing membrane target sheet.
6. Altemately, a wall scupper box may be field flashed
using unreinforred flashing membrane heat welded to
membrane on the wall face and roof deck and
terminated on the outside wall face with a termination
bar, Water Block, and caulk.
7. EveQuan? TPO has prefabricated scuppers in standard
and custom sizes available. Consult your Territory
Manager or local distributor for details..
92
Mechanical) Attached
Installation Specification
TPO & PVC
O. Heater Stacks
1. Field -fabricated two-piece membrane flashings of
EvaGuard" unneinforved flashing are typically installed
at heater stacks. EvaGuard° TPO and PVC have coned
type prefabricated pipe flashing that may work in this
instance. If not then field fabricated
membrane flashings of EverGuan? TPO UN-55 or
EveGuand° PVC UN 80 may be used The temperature
of any heater stack that comes into contact with the
Eve Guar& membrane should not exceed 160°F.
2. Heat stacks must be edpipped with either cone -shaped or
vertical tube -type flashing sleeves so that the membrane
flashing is not drectly in contact with the heater stack.
3. Mechanically attach the roof membrane to the structural
deck with DRILL-TEC' 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 EverGuar+d° Caulking.
5. Field -fabricated membrane flashings may be adhered to
the flashing sleeve with EverGuard° TPO or EverGuan3°
PVC Bonding Adhesive.
P. Drain Insets - PVC Only
1. Eve/Guard PVC roofing membrane is typically
terminated at PVC drain insets 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 trains 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 insert is installed on top of the roofing
membrane and is secured to the mof 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 crains shall be provided with a strainer basket.
Q. Wood Support Blocking
1. Wood support blocking, typically 4" x 4", is usually
installed and a light -duty or temporary roof -mounted
equipment, such as electrical cond it, gas lines,
condensation and drain lines.
2. Install wood support blocking over a protective layer of
EverGuanl* PVC or TPO membrane or EverGuani°
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 EverGuanr Walkway Pad.
S. Lightning Suppression Clips
1. Secure lightning suppression clips to the roof surface by
means of 2" wide EveiGuand° PVC or EverGuard° TPO
Flashing membrane strips heat welded to the roof
membrane.
3.13 Traffic Protection
A. Walkway rolls must be installed at all nmf access locations
inducing ladders, hatchways, stairs and doors. Install
walkway rolls at other designated locations inducing
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 middle) and roll in
with a silicone hand roller. Remove the release paper and
install the taped pads directly onto the roof membrane.
Secure the pacts 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 roofing 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
Mechanical) Attached
Installation Specification
TPO & PVC
B. Immediately coned all defects, irregularities, and
deficiencies identified during inspections. All voick that are
found must be patched over per specifications. Do NOT
reweld seam voids more than 24 hour: after initial welting
of the seam.
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 bowing acbesive, 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
manufacture of surfaces for cleaning advice and confonn to
those instructions.
B. Cut out and remove any sheet membrane contaminated with
solvent -based adhesive, bituminous markings, and other con-
taminants from finished surface. Repair sheet damage by fast
cleaning the area with an all-purpose cleaner, then rinse off
soapy residue. Reactivate membrane using the appropriate
EveQuatd° cleaner, 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 accordance 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 weldng
a membrane repair patch of sufficient size to extend a mini-
mum of 2" beyond the damaged area. If heat weldng to the
top surface of the existing membrane is ineffective, the patch
must be heat welded to the and situ 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
6/1/2015
JAY MYLAN
12511 238 ST SE
SNOHOMISH, WA 98296
RE: Permit No. D14-0219
ALSIDE COMPANY
6701 S GLACIER ST
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,
1>aU R-61A/j
Bill Rambo
Permit Technician
File No: D14-0219
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. D14-0219
ALSIDE COMPANY
6701 S GLACIER ST
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
t Technician
File No: D14-0219
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: D14-0219
PROJECT NAME: ALSIDE COMPANY
SITE ADDRESS: 6701 S GLACIER ST
X Original Plan Submittal
ResponsetoCorrection Letter #
DATE: 07/14/14
Revision # before Permit Issued
Revision # after Permit Issued
DEPARTMENTS:
(9
Building Division NB
Public Works ❑
N i9
Fire Prevention g Planning Division
Structural
Permit Coordinator
1
PRELIMINARY REVIEW:
Not Applicable ❑
(no approval/review required)
DATE: 07/15/14
Structural Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
DUE DATE: 08/12/14
Approved
Corrections Required
Approved with Conditions ike
Denied
(corrections entered in Reviews) (ie: Zoning Issues)
Notation:
REVIEWER'S INITIALS: DATE:
Permit Canter Use "
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials:
12/18/2013
MY -LAN COMPANY INC
Page 1 of 2
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, WA98296
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
$12,000.00
Received by L&I Effective date
06/23/2004 07/05/2004
Expiration date
Until Canceled
Insurance
Scottsdale Ins Co $1,000,000.00
Policy no.
CPS1259621
Received by L&I Effective date
02/11/2014 02/15/2011
Expiration date
02/15/2015
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601807373&LIC=MYLANCI009DC&SAW= 08/12/2014