HomeMy WebLinkAboutPermit D13-300 - JR FURNITURE / FRONTIER PACKAGING - TENANT IMPROVEMENTJR FURNITURE &
FRONTIER PACKAGING
1201 ANDOVER PK E
D13-300
City oiR'ukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-431-2451
Web site: http://www.Tukwila WA .gov
DEVELOPMENT PERMIT
Parcel No.: 3523049091
Address: 1201 ANDOVER PK E TUKW
Suite No:
Project Name: JR FURNITURE & FRONTIER PACKAGING
Permit Number: D13-300
Issue Date: 10/25/2013
Permit Expires On: 04/23/2014
Owner:
Name: HILL INVESTMENT COMPANY
Address: PO BOX 700 , MERCER ISLAND, WA 98040
Contact Person:
Name: JAY MYLAN
Address: 12511 238 ST SE , SNOHOMISH, WA 98296
Contractor:
Name: MY -LAN COMPANY INC
Address: 12511 238TH ST SE , SNOHOMISH, WA 98296
Contractor License No: MYLANCI009DC
Lender:
Name:
Address:
Phone: 360-954-7444
Phone: 360 668-4455
Expiration Date: 02/25/2014
DESCRIPTION OF WORK:
INSTALL NEW TPO WHITE MEMBRANE ROOF SYSTEM OVER TOP OF EXISTING 3 PLY BUILT -UP -ROOF SYSTEM
Value of Construction: $279,917.00 Fees Collected: $5,023A4
Type of Fire Protection: International Building Code Edition: 2012
Type of Construction: Occupancy per IBC: 0019
Electrical Service Provided by: PUGET SOUND ENERGY
**continued on next page**
doc: IBC -7/10
D13-300 Printed: 10-25-2013
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
•
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone:
Hauling: N Start Time: End Time:
Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation:
Moving Oversize Load: Start Time: End Time:
Sanitary Side Sewer:
Sewer Main Extension: Private: Public:
Storm Drainage:
Street Use: Profit: N Non -Profit: N
Water Main Extension: Private: Public:
Water Meter: N
Permit Center Authorized Signature:
(,),A
Date: [0-47-S 13
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached
to this permit.
Signature:
Print Name:
@y /%
Date:/
This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended
or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: ***BUILDING DEPARTMENT CONDITIONS***
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
4: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary
sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other
excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of
this requirement.
6: Manufacturers installation instructions shall be available on the job site at the time of inspection.
doc: IBC -7/10
D13-300 Printed: 10-25-2013
7: All plumbing and gas piping work shall b€ected and approved under a separate persued by the City of Tukwila
Building Department (206-431-3670).
8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206-431-3670).
9: 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.
10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
doc: IBC -7/10
D13-300 Printed: 10-25-2013
CITY OF TUAL4
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building PeTt No. b (3 30
Project No.
Date Application Accepted:
Date Application Expires: 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
Site Address: Io 1 A bV t P46 Y—E ,1`0KvVILA , WA
Tenant Name: JR— (r -02.p4 ITU'(Z •rn - FA44 /AC --
PROPERTY OWNER
Name:
JAj My LANA
Address:
12-S 11—z-.34e—Sr se
Name: H11� it..tuesiry
Phone: Fax:
0(4Z-7 360 --WS-- IggS
Email:
vat' lanPea.rlill lr,tc, v>eA-
Address:1900 SE
ST slc aro
City:
Mhz_ ZGLAAID
State:
WA
Zip:
qWA°
CONTACT PERSON — person receiving all project
communication
Name:
JAj My LANA
Address:
12-S 11—z-.34e—Sr se
City:State: Zip:
SrlotaonitsH- WA g42.g40
Phone: Fax:
0(4Z-7 360 --WS-- IggS
Email:
vat' lanPea.rlill lr,tc, v>eA-
GENERAL CONTRACTOR INFORMATION
Company Name: MN 0 co.) h4c—
Address: P O . P�nx q 12 -
City: Wvvvl State: Zip:
nyvt WIA Ai5O72—
Phone: Fax:
31.2o-Glok-q 3t.,0—/4404(.- 1o/4s'
Contr Reg No.: Exp
NG vogre, Exp Date: 2-1,2SI/LE
Tukwila Business License No.: 3V5 O (74
H:Wpphcations\Forms-Applications On Line \2012 Appltcations\Fermit Application Revised - 2-7-12.docx
Revised: February 2012
bh
King Co Assessor's Tax No::
• a,
Suite Number: Floor: l
New Tenant: ❑ Yes I -.. No
ARCHITECT OF RECORD
Company Name: e,NCvi ryet52S NV/1 l ntG—
Engineer Name:
Q06Q21- lamCH t.
Company Name:
`!bp
Phone: Fax:
sok,— 62-6-- 7510D 20b-S2-2--log3
Email: •
WeiIllePxsnW, CO m
Architect Name:
City:
Address:
Zip:
City:
State:
Zip:
Phone:
Fax:
Email:
ENGINEER OF RECORD
Company Name: e,NCvi ryet52S NV/1 l ntG—
Engineer Name:
Q06Q21- lamCH t.
Address:
Q7?� . — 314 fdti All✓ ScS -207
City:Stern. Stater Zipq$11C
Phone: Fax:
sok,— 62-6-- 7510D 20b-S2-2--log3
Email: •
WeiIllePxsnW, CO m
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name:
NSA
Address:
City:
State:
Zip:
Page 1 of 4
BUILDING PERMIT INFORMATI• 206-431-3670
•
Valuation of Project (contractor's bid price): $ Z7' t q 1-7. 00 Existing Building Valuation: $
Describe the scope of work (please provide detailed information): l N9r»td, N ssyt/ TPO Wl4 Te mg+gg
fZOO F Sy SR I (NOM- TOP OV O Sn NC,- 3 Pu( 5kJrZ. (PU I u- uP) 120 sysd-am.
Will there be new rack storage? ❑ ....Yes
..No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
la` Floor
'.l'
105`
2nd Floor
3rd Floor
,,._.
Floors thru
_
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
--
Uncovered Deck
,....-
�
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence:
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? 0 Yes 0 No If "yes", explain:
Floor area of accessory dwelling:
FIRE PROTECTION/HAZARDOUS MATERIALS:
0 Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes • ,I 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
0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx
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 AUTIJJRIZED AGENT:
Signature:
Print Name: �p`f M\ LA
Mailing Address: p ' q 12—
Date: 91 1113
Day Telephone: Lzob' 451' _ 74-itt1
Wpm)NvlZOIL
H:\Applications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12.docx
Revised: February 2012
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City State Zip
Page 4 of 4
PUBLIC WORKS PERMIT INFOIATION — 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 0 ...Water District # 125
❑ .. Water Availability Provided
Sewer District
❑ .. Tukwila
❑ .. Sewer Use Certificate
❑... Highline
❑ ...Valley View ❑... Renton
❑ ...Sewer Availability Provided
0... Renton
0... Seattle
Septic System:
0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department.
Submitted with Application (mark boxes which apply):
❑ .. Civil Plans (Maximum Paper Size — 22" x 34")
❑ .. Technical Information Report (Storm Drainage)
❑ .. Bond 0...Insurance ❑... Easement(s)
Proposed Activities (mark boxes that apply):
❑ .. Right-of-way Use - Nonprofit for less than 72 hours
❑ .. Right-of-way Use - No Disturbance
❑ .. Construction/Excavation/Fill - Right-of-way 0
Non Right-of-way 0
❑ .. Total Cut
❑ .. Total Fill
cubic yards
cubic yards
0... Geotechnical Report
0... Maintenance Agreement(s)
❑ .. Traffic Impact Analysis
❑ .. Hold Harmless — (SAO)
❑ .. Hold Harmless — (ROW)
❑ ... Right-of-way Use - Profit for less than 72 hours
0...Right-of-way Use — Potential Disturbance
0... Work in Flood Zone
0...Storm Drainage
0 .. Sanitary Side Sewer 0... Abandon Septic Tank 0...Grease Interceptor
❑ .. Cap or Remove Utilities 0... Curb Cut ❑... Channelization
❑ .. Frontage Improvements 0...Pavement Cut 0... Trench Excavation
❑ .. Traffic Control 0...Looped Fire Line 0...Utility Undergrounding
❑ .. Backflow Prevention - Fire Protection "
Irrigation
Domestic Water
❑ .. Permanent Water Meter Size (1)
❑ .. Temporary Water Meter Size (1)
❑ .. Water Only Meter Size
❑ .. Sewer Main Extension Public
❑ .. Water Main Extension Public
39
99
WO # (2) " WO # (3) " WO #
WO # (2) " WO # (3) " WO #
WO # ❑ .. Deduct Water Meter Size "
Private 0
Private 0
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
❑ .. Water 0 .. Sewer 0 .. Sewage Treatment
Monthly Service Billing to:
Name: Day Telephone:
Mailing Address:
Water Meter Refund/Billing:
Name:
Mailing Address:
City
State Zip
Day Telephone:
City
State Zip
H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx
Revised: February 2012
Page 3 of 4
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206-431-3665
Web site: http://www.TukwilaWA.gov
RECEIPT
Parcel No.: 3523049091 Permit Number: D13-300
Address: 1201 ANDOVER PK E TUKW Status: APPROVED
Suite No: Applied Date: 09/25/2013
Applicant: JR FURNITURE & FRONTIER PACKAGING Issue Date:
Receipt No.: R13-02972
Payment Amount: $3,046.10
Initials: WER Payment Date: 10/25/2013 10:54 AM
User ID: 1655 Balance: $0.00
Payee: GERALD MYLAN
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd VISA
Authorization No. 093390
ACCOUNT ITEM LIST:
Description
3,046.10
Account Code Current Pmts
BUILDING - NONRES 000.322.100
STATE BUILDING SURCHARGE 640.237.114
Total: $3,046.10
3,041.60
4.50
Printed• 10-25-2013
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-43 1-3670
Fax: 206-431-3665
Web site: http://www.TukwilaWA.ov
Parcel No.: 3523049091
Address: 1201 ANDOVER PK E TUKW
Suite No:
Applicant: JR FURNITURE
RECEIPT
Permit Number: D13-300
Status: PENDING
Applied Date: 09/25/2013
Issue Date:
Receipt No.: R13-02728
Initials:
User ID:
WER
1655
Payment Amount: $1,977.04
Payment Date: 09/25/2013 01:20 PM
Balance: $3,046.10
Payee: GERALD MYLAN
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd VISA
Authorization No. 042100
ACCOUNT ITEM LIST:
Description
1,977.04
Account Code Current Pmts
PLAN CHECK - NONRES
000.345.830 1,977.04
Total: $1,977.04
Printed• 09-2S-2013
11
INSPECTION RECORD .
Retain. a copy with permit.
INSPECTION NO,. . • .:. . PERMIT NO.
CITY OF TUKWILA BUILDING. DIVISION
6300-Southcenter Blvd., #100, Tukwila: WA 98188 : (206) 431-3670
Permit: Inspection Request Line (206) 431-2451 -
D! 3-3° o
Pcp.jeq
Tvps_o` ns ection:
Address:
IA_
Date C ted: -
Special Instructions:
-
Dat a -Wanted:
a.m.
Requester:
'.5 _74 qei.
.
' ,Ppproved per'applicable codes:
Corrections required :prior to approval.
COMMENTS:
n RE
pai
NSP
Dat
t
CTION FEE. REQUIR D. Prior to nextinspection, fee must be
6300Southcenter Blvd:, Suite 100: Call to schedule reinspection.
:INSPECTION- RECORD
Retain a copywith permit
INSPECTION NO. 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: •
. �ry:faie
Typ ii y f Inspec n:
i`�' .-` e-RooF
Addr ss: ..
Date Called: .
Special Instructions:
0
El -
Date Wanted:) a.m.
lz (' i /// • p.m.
Requester:
1317,n4:.— l54 77444
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Insp
Date:
-z•,: —. :gip: - 13
n REINSPECTION FEE REQUIRED. Prior to nex • inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
:,t
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27' '"_.4SEA Li9
•
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REVISIONS
No changes shall be made t-
cf work without prior op,:
Tukwila Building Divi -
•
t i svisions will require a of - ,
cn J may include additional plan ; :. • -
N 1'47'28"E 185.61'
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7F, r+ 111 = C. N 1:3 ' 21 NEST 1 (:.10E OF 470.00 FEE,
HENCE M1! T:'J'i. - 3F" EA'..'T ;, v._.E or .,f L.3C F'"''- TO Ti'._ 7:05 r 11.-! 3F
E_u, ; 0NG.
SEPARATE PERMIT
REQUIRED FOR:
►.,
Mechanical
Electrical
Plumbing
Gas Piping
City of Tukwila
BUILDING DIVISION
b221. �-<YwHhe .`>:ett•!i.'K: ae.::v_
I I
I
• .EXIST'G A.C. PAVING
FXIST'G STRIPING ;
IST C LANDSCAPING i I
REMOVE EXIST'G
FS:Ck '
is
4:
• iEIJ
II
:I
FILE COPY
Permit No. . `97 (5)
Plan review approval is subject to errors and omissions.
Approval of construction documents does not authrin
the violation of any adopted code or ordinance. Receipt
of approved Field Copy and condors is acknowledged'
ZOI1L.
SITE AREA:
BUILDING ARTA_
BUILDING AREA UNDER Ti -5S PERMIT:
RETAIL:
WAREHOUSE:
PARKING REQUIRED:
'OTA -
P 40Vi0i-:U'
By
ro-9.S=/3
City Of Tukwila
BUILDING DIVISION
D13- 300
,....,a,.a.rv.a. u.'.H"s=1.112^.KG....w,•••.•c T.L Pm..n'.:
5' EASEMENT
CM
6.99 ACRES
151,865 SF
%',023 SF
18,980 SF
52.043 SF
18,980/400+52,043/1
159 STA: i.
RECEIVED
CITY OF TUKWILA
SEP 2.5 2013
PERMIT CENTER
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DE?SLG
a
b
APPLICATION
MECHANICALLY(
ATTACHED
a
UIDELINES
00FING
MEM
PART 1- GENERAL
1.01 System Description
A. Mechanically attached heat -welded thermoplastic sheet roof
membrane systems.
B. EverGuard® PVC membranes are not compatible with
EverGuard® TPO and EverGuard Extreme® TPO materials.
DO NOT mix EverGuard® PVC with EverGuard® TPO
membranes, flashings, and flashing accessories together
in the same roofing system.
1.02 Specification Designations
See Specification Plates.
1.03 Regulatory Requirements And Pre Job Conference
A. Conform to all applicable building and jurisdictional codes,
including roof assembly wind uplift and fire -resistance
requirements and slope limitations. GAF recommends at least %"
(6.3 mm) per foot of slope with proper grading and placement of
drainage outlets.
B. Follow your local jurisdiction requirements for disposing of used
or expired adhesives, sealants, and other products subject to
disposal regulations.
C. Potential problems in roofing applications, as well as potential
conditions that may be detrimental to installation and
performance of the roof system, should be resolved prior to
the start of the application. This can best be accomplished
by a pre -job meeting with the architect; roofing contractor;
general contractor, all other subcontractors whose work
will involve the roof system/related systems; and the
manufacturer's representative.
D. The following are common items of discussion at a pre -job
conference:
1. Roof deck conditions.
2. Flashing and expansion joint details.
3. Insurance underwriters or building code requirements.
4. Unusual project conditions.
5. Protection of the roof, building, building occupants, and
contents during and after application.
6. Application techniques.
7. Coordination and scheduling of other trades that will be
working on the project.
8. Designation by the roofing contractor of a qualified person
responsible for quality control. This person should be on the
project full time during application of the roof system, and
should not belaced without the approval of GAF.
reep
REV1EEFORf material shipments, material storage, and
CODE CORA �� E
QppQdtals of m .terials, drawings, and project documents.
OCT 0 4 2093
r L
Clfcy, of Tukwila
BUILDeNG DIVISION
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 the
ground and moisture, in accordance with GAF instructions.
Store all adhesives, coatings, and sealants/caulks to protect them
from freezing. Frozen material must be discarded and replaced.
Properly seal all liquid material containers after use.
C. Outside storage of roofing materials:
1. All materials stored outside must be raised above ground or
roof level on pallets and covered with a tarpaulin or other
waterproof and "breathable" material. Insulation products
should be properly stored and weighted to avoid weather and
wind damage.
2. Factory -installed plastic wrapping is not designed as protective
covering for insulation materials and should be removed. Use
"breathable" type covers, such as canvas tarpaulins, to allow
venting and protection from weather and moisture.
3. Cover and protect materials at the end of each day's work.
4. Do not remove any protective tarpaulins until immediately
before material will be installed. Extreme heat or cold
conditions may require special storage requirements. Reference
product data sheets for product storage requirements.
D. Follow GAF directions and requirements for protection of roofing
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 purposes. All roof
insulation that has been wet is considered damaged, even if later
dried out. Remove all damaged materials from the job site.
F. When staging materials on the roof during application, ensure
the deck and structure are not temporarily overloaded by the
weight of construction materials.
G. At the job site, no mom material should be stored than what will
be used within two weeks. For periods longer than two weeks, the
materials should be properly warehoused; i.e., dry, ventilated, on
pallets, etc. No more material should be stored on the rooftop
than can be used within five days. When prolonged inclement
weather threatens, i.e., rainy seasons, no more roofing materials
should be supplied to the rooftop than can be used
within two days.
1.05 Environmental Requirements And 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. Be aware that high or gusting winds make the installation
of some materials more difficult.
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D. Material installation during periods of high ambient temperature
and/or humidity levels [typically above 90°F (32°C) and/or 90%
relative humidity] can result in poor installation quality due
to condensation on the membrane surface or excessively fast
adhesive drying rates in hot, dry weather. Do not install materials
when moisture, in any form, is present on the roof deck or
substrate to which the materials are to be applied.
E. Material installation during periods of low ambient temperatures,
typically below 30°F (0°C), can result in poor installation
quality. To avoid these problems:
1. Store accessory materials in a warming box
2. Use as soon as possible after removal from warming box.
3. Allow adhesives to properly cure.
4. Adjust welder settings to ensure proper welds for applicable
ambient conditions.
1.06 Working Environment
A. Work should only begin when the contractor has decided to his/
her satisfaction that all specifications are workable as specified,
and that the contractor can meet project and code requirements.
B. The contractor should only begin roofing work when the
substrates have been prepared as necessary, and are ready to
accept the roofing materials installed as specified.
C. 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.
D. 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. See section 1.07 for further
details on safety.
E. Protect the building, contents, surrounding area, building
occupants, and contractor personnel during work. Coordinate all
work operations with the building owner and building occupants
so that adequate interior protection, as necessary, is provided and
disruption to normal building operations is minimized.
F. Where heavy wheeled or other traffic over the partially completed
roofing is unavoidable, provide and use adequate plank or
plywood, set over a minimum thickness of rigid board insulation
to protect the newly installed roof.
G. Provide temporary water cut-offs and tie-ins at the end of each
workday. Remove all temporary work at the beginning of the
next workday.
H. When tearing off an existing membrane, limit removal to the
area that will be completely reroofed that day with the new
roofing system.
I. If conditions are uncovered or created that would be detrimental
to the proper conduct of specified work, immediately notify the
building owner and GAF of these conditions for consultation on
acceptable treatments.
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1.07 Safety Considerations And Warnings
A. As with any construction process, safety is a key element. All
applicable safety standards and good roofing practices must
be followed. Read and understand GAF's Design & Application
Guidelines before starting application. Follow all precautions
and directions.
B. Only properly trained and professionally equipped roofing
contractors experienced in the installation of each TPO and PVC
roofing application should install these systems. Never allow
contact between the heated surface of a hot welder or other
tool and the applicator's hair, skin, or clothing. Always wear
protective gear, including but not limited to: hardhats, goggles,
heavy-duty gloves, and snug -fitting clothing.
C. Solvent -containing accessories may be combustible and should
always be kept from heat, flame, or any source of ignition. Empty
containers must be disposed of in posted toxic substance landfills
in accordance with local, state, and federal regulations.
D. Thoroughly train all personnel in first-aid procedures, and
always comply with all OSHA safety standards and fire codes.
Also, use extreme caution when working around equipment,
such as gas lines or HVAC units, which have electrical or
gas connections.
PART 2 - PRODUCTS
2.01 Membrane
A. EverGuard® TPO (Smooth Reinforced) Thermoplastic
Polyolefin Membrane.
B. EverGuard® TPO Fleece -Back (FB) Thermoplastic Polyolefin
Membrane.
C. EverGuard Extreme° Smooth Reinforced and Fleece -Back
Thermoplastic Polyolefin TPO Membranes. These membranes are
designed to provide high solar reflectance and extremely high UV
and heat resistance.
D. EverGuard® PVC (Smooth Reinforced) Thermoplastic
Membrane.
E. EverGuard® PVC Fleece -Back Thermoplastic Membrane.
2.02 Flashing
A. EverGuard® membrane flashing should be of the same type and
thickness as the roofing membrane. EverGuarde Freedom" TPO
can be used with EverGuard° TPO membrane for flashing in the
same thickness as the field membrane.
B. The use of EverGuard Extreme° TPO flashings is required on
EverGuard Extreme® systems.
C. Because colored TPO membranes may exhibit different welding
characteristics, contact GAF Technical Services before attempting
to weld different -colored TPO membranes with white membranes
or flashings.
D. EverGuard® TPO and PVC Fleece -Back membranes are optional
flashing membranes for all EverGuard® TPO and PVC roofing
systems, respectively. These membranes may be a solution when
a contaminated substrate is encountered.
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2.03 Flashing Accessories
A. EverGuard® preformed flashing accessories must be of the same
type as the roofing membrane.
B. For a full listing and descriptions of the latest EverGuard® TPO
and EverGuard Extreme® TPO preformed flashing accessories, see
the appropriate Product Data Sheets for the specific membranes
you are working with.
C. The use of EverGuard Extreme® TPO flashing accessories is
required on EverGuard Extreme® systems.
D.AII EverGuard® accessories must be stored indoors and
protected from moisture and extreme temperatures. See specific
instructions on packaging for further details.
2.04 Fasteners
A. Drill -Tec`" membrane fasteners and plates, insulation fasteners
and plates, and flashing fasteners and termination bars. Refer to
the Insulation Attachment Table and the appropriate Membrane
Attachment Table in this Manual for the correct type, length, and
diameter of fastener.
B. Use fasteners that are suitable for the deck type, and ensure the
deck is of the required thickness and condition to ensure reliable
installation and performance.
C. Fasteners used in flashings should be dictated by the substrate.
2.05 Adhesives, Sealants, And Primers
A. Adhesives
1. Solvent -based
a. EverGuard® TPO Bonding Adhesive for TPO smooth -back
membranes and insulation.
b. EverGuard® PVC (Low VOC) Bonding Adhesive for PVC
smooth -back membranes and FB membranes.
c. EverGuard® TPO Low VOC Bonding Adhesive for TPO
smooth -back membranes.
2. Water-based
a. EverGuard® WB 181 Water-based Bonding Adhesive for
smooth -back TPO membranes, TPO FB membranes, and
PVC FB membranes.
3. EverGuard® Low Rise Foam (LRF) Adhesive
a. LRF adhesive designed for insulation attachment only.
B. Sealants
1. EverGuard® 2 -Part, urethane -based, Pourable Sealant for use
in sealant (pitch) pans.
32
2. TOPCOAT® FlexSeal Caulk Grade, a white, solvent -based
synthetic elastomeric sealant for use behind termination bars,
stainless steel clamps, drain bowls, and other areas between the
substrate and membrane. This includes anywhere at the top
edge of flashings where constant pressure is applied on the
roof membrane.
3. EverGuard® TPO Cut Edge Sealant.
C. Primers
EverGuard® TPO Primer.
2.06 Traffic Protection
EverGuard® TPO walkway rolls and PVC walkway pads.
2.07 Insulation
A. The selection of insulation type, thickness, and configuration
is the responsibility of the architect, engineer, owner, or roof
consultant. GAF reserves the right to accept or reject any roof
insulation as an acceptable substrate for GAF roof systems.
GAF EnergyGuard" insulations must be used in roofing
systems to be guaranteed by GAF.
B. EnergyGuard"' foam insulations of the types listed below are
acceptable. The actual minimum thickness of insulation will
depend on flute spacing. Refer to specific Product Data Sheets
for further information. Board size can be 4' x 4' or 4' x 8' (1.2
m x 1.2 m or 1.2 m x 2.4 m) panels for mechanical attachment,
and 4' x 4' (1.2 m x 1.2 m) for adhered attachment and tapered
panels.
1. EnergyGuard"' Polyisocyanurate Insulation with glass -based
facer meeting or exceeding the requirements for ASTM C1289
[min. 16 psi (1.1 kg/cm) compressive strength].
2. EnergyGuard"' Extruded Polystyrene Insulation meeting or
exceeding the requirements for ASTM C578, Type II nominal
1.5 pound (42 gram/cubic cm) density and minimum 15 psi
(1.0 Kg/cm) compressive strength.
3. EnergyGuard- Expanded Polystyrene Insulation with plastic
facer meeting or exceeding the requirements for ASTM C578,
Type II nominal 1.5 -pound (42 gram/cubic cm) density and
minimum 15 psi (1.0 kg/cm) compressive strength.
C. The following additional insulations are acceptable for use in
roofing systems to be guaranteed by GAF:
Perlite
(ASTM C728/FS HH -1-529)
EnergyGuard"' Perlite Roof Insulation
EnergyGuard"' Perlite Recover Board
EnergyGuard'" Perlite Roof Insulation (tapered)
EnergyGuard" Tapered Edge Strip
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Fiber Board
(ASTM C208/FS LLL -1-535b, Class C)
Blue Ridge Structodek® High Density Fiberboard Roof Insulation
Polyisocyanurate
(ASTM C1289/FS HH -1-972, Class 1)
EnergyGuard- Polyiso Insulation, as above
EnergyGuard- Tapered Polyiso Insulation
Perlite/Polyisocyanurate/Wood Fiber Composites
(ASTM FS HH -1-1972, ASTM Gen./FS HH -1-1972, 3)
EnergyGuard° Composite Board Polyiso Insulation
EnergyGuard'" Tapered Composite Board Insulation
Note: EnergyGuard" Composite Boards are manufactured
in various areas with either a perlite or wood fiber top
layer. Contact your nearest GAF sales office for additional
information.
2.08 High Traffic Applications
A. EnergyGuard`" foam insulation of the following types in a
minimum 1" (25 mm) thickness. However, actual thickness
will be dependent on flute spacing. Board size can be 4' x 4' or
4' x 8' (1.2 m x 1.2 m or 1.2 m x 2.4 m) panels for mechanical
attachment, and 4' x 4' (1.2 m x 1.2 m) for adhered attachment
and tapered panels.
1. EnergyGuard" Polyisocyanurate Insulation with glass -based
facer meeting or exceeding the requirements for ASTM C1289,
[min. 25 psi (1.8 kg/cm) compressive strength].
2. EnergyGuard" Extruded Polystyrene Insulation (XPS) meeting
or exceeding the requirements for ASTM D578, Type IV [min.
25 psi (1.8 kg/cm) compressive strength].
3. EnergyGuanl" Expanded Polystyrene Insulation (EPS) with
plastic facer meeting or exceeding the requirements for ASTM
D578, Type IX [min. 25 psi (1.8 kg/cm) compressive strength].
2.09 Cover/Re-cover Boards
A. EnergyGuard" Perlite Insulation, minimum 12" (13 mm),
ASTM C728.
B. Blue Ridge Structodek® High Density Fiberboard Roof Insulation,
minimum 1/2" (13 mm), ASTM C-208, Class E.
C. EnergyGuard- Foam Re-cover Board of the following types.
Board size can be 4'x4'or4' x8' (1.2 m x 1.2 m or 1.2 m x 2.4
m) panels for mechanical attachment and 4' x 4' or 4' x 8' (1.2
m x 1.2 m or 1.2 m x 2.4 m) for adhered attachment and tapered
systems, except for fan -fold re-cover board, which comes in 2'
(0.6 m) x 4' (1.2 m) sections with a 50' (15.2 m) total length.
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1. EnergyGuard" 1/2" (13 mm) Polyisocyanurate Re-cover
Board Insulation with glass -based facer meeting or
exceeding the requirements for ASTM C1289 [min. 16 psi
(1.12 Kg/cm) compressive strength].
2. EnergyGuard" 3/8" (9.5 mm) XPS Fan -fold Re-cover Board
with plastic facer meeting or exceeding the requirements
for ASTM D578, Type IV [min. 25 psi (1.8 kg/cm)
compressive strength].
3. EnergyGuard- 1/2" (13 mm) EPS Re-cover Board meeting or
exceeding the requirements for ASTM D578, Type P/ [min.
25 psi (1.8 kg/cm) compressive strength].
4. EnergyGuard- 1/2" (13 mm) EPS Re-cover Board with
plastic facer meeting or exceeding the requirements for
ASTM D578, Type II [min. 15 psi (1.0 Kg/cm) compressive
strength].
D. SECUROCK® Roof Board
SECUROCK® Roof Board is available in 1/4" (6.3 mm), 3/8"
(9.5 mm), and 78" (16 mm) thickness. It can be used as
a fire barrier, an overlay board, or as a re-cover board.
E. DensDeck®, DensDeck® Prime, and DensDeck® DuraGuard Roof
Boards (ASTM C1177)
Note: Roof Boards sold and distributed by GAF are acceptable for
use in various roof systems as overlay and re-cover boards.
Refer to individual GAF Roof System specification sections for
limitations on the use of these insulation materials.
2.10 Base Sheets
Not required.
2.11 Slip Sheet/Protection Layer
A. EverGuard® Polymat slip sheet, 3.0 oz/sq. yd. (102 g/sq. m.).
B. EverGuard® Polymat cushioning slip sheet, 6.0 oz/sq. yd.
(203 g/sq. m).
C. VersaShield® Solo- underlayment.
2.12 Other Accessories
A. Subject to compliance with requirements, provide the
following products:
1. Wood Nailers: New wood nailers must 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. Air/Vapor Barrier: Polyethylene sheeting, min. 6 mil. for
TPO only.
5. Fire Barrier. Silicone -treated fiberglass -faced gypsum panels,
min. 1/4" (6.3 mm) thick (gypsum board or DensDeck®
Prime).
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PART 3 — EXECUTION
3.01 Site Conditions
A. Obtain verification that the building structure can
accommodate the added weight of the new roofing system.
B. Confirm the adequacy of the new roofing system to provide
positive slope to drain. Eliminate ponding areas by the addition
of drainage locations or by providing additional pitch to the
roof surface.
C. Prepare substrate surfaces thoroughly prior to application
of new roofing materials. This is particularly important for
re-cover and reroofing applications. Providing a smooth, even,
sound, clean, and dry substrate minimizes the likelihood that
underlying deficiencies will cause premature deterioration or
even failure of the new roofing system.
D. All defects in the roof deck or substrate must be corrected by the
responsible parties before new roofing work commences. Verify
that the deck surface is dry, sound, clean, and smooth, and free
of depressions, waves, or projections.
E. Protect building surfaces against damage and contamination
from roofing work.
F. Where work must continue over completed roof areas, protect
the finished roofing system from damage.
G. Deck preparation is the sole responsibility of the building
owner or roofing contractor. All defects in the roof deck or
substrate must be corrected before roofing work commences.
H. In addition, for EverGuard Extreme® TPO Roof Systems,
buildings greater than 100' (30.5 m) in height must
have a minimum 3' (0.91 m) parapet wall to be eligible
for an extended length Diamond Pledge" 25, or
30 -year guarantee: A separate counter flashing or cap flashing
is required; exposed termination bars are not acceptable.
3.02 Preparation Of Roofing Area — New And Tear -off
Applications
A. Remove all existing roofing materials to the roof decking,
including flashings, metal edgings, drain leads, pipe boots, and
pitch pockets, and clean substrate surfaces of all asphalt and
adhesive contaminants.
B. Confirm quality and condition of roof decking by visual
inspection and by fastener pull-out testing by roof
fastener manufacturer.
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.
F. Air Retailer - EverGuard Extreme® TPO Roof Systems
1. The EverGuard Extreme® TPO Roof System requires an air
retarder where large wall openings greater than 10% of a
total wall area can be open during a wind storm, including
opening due to storm damage. Refer to Factory Mutual
Loss Prevention Data Sheets 1-28 and 1-29 for specific
installation procedures for all roofs with large openings.
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3.03 Preparation Of Roofing Area — Re-cover 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 re-covering over an existing single -ply roof, that roof
must be first cut into maximum 10' x 10' (3 m x 3 m) areas
before the application of new slip sheet and/or membrane. PVC
must be separated from existing PVC roofs and other single -ply
roofs that have active sealants, including asphalt cement or
other non -compatible materials. This can be accomplished by
installing a slip sheet, insulation, cover board, fleece -back PVC
or TPO membrane.
D. Remove all existing flashings, including metal edgings, drain
leads, pipe boots, and pitch pockets, and clean substrate
surfaces of all asphalt and adhesive contaminants. If the wall/
curb flashings are in good condition and tightly adhered to
the substrate, new TPO and PVC flashing materials may be
installed over these to a height of 24" (610 mm) without
adhesives; also, new PVC flashing materials must be installed
over a layer of polymat or insulation board.
E. The existing roof surface must be free of visible moisture, such
as ponding water, i�, or snow.
F. 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 re-cover system. A survey is REQUIRED if perlite or wood
fiber insulation is used in a re-cover system. GAF will not be
responsible for damage to the roofing system resulting from
moisture in the existing roofing system. Remove and replace all
existing roofing materials that contain moisture.
G. Confirm quality and condition of roof decking by visual
inspection if possible, and by fastener pull-out testing. Remove
and replace all deteriorated decking.
H. Test cuts
1. There is no substitute for quality materials and
workmanship. Should cuts be required for testing purposes,
take cuts before the membrane is installed so that proper
and adequate repairs can be accomplished.
2. Take test cuts to verify the existing roof construction and
condition. Three test cuts should be made for roofs under
100 squares (9 sq. m) and one test cut per 100 squares
(9 sq. m) above the minimum amount.
3. GAF will not comment on the results of any test cut that
cannot be shown to be statistically representative of the
roofing system.
4. The party requesting test cuts from roof must assume all
responsibility for any detrimental effects of said test cuts.
I. Remove abandoned equipment and equipment supports.
J. Raise equipment supports to allow the installation of full -height
flashings.
DESIGN
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UIDELINE?S°
ROOFING
K. Re-cover installations over coal tar pitch roofs require that the
existing loose gravel be broomed (do not spud); if high spots
remain, use a thicker insulation board to provide a smooth
substrate for the EverGuard® membrane. Re-covers with
EverGuard® TPO membranes over coal tar pitch roofs require
the installation of a minimum 1" (25 mm) re-cover board
prior to the installation of the membrane. Do not use EPS/XPS
over coal tar pitch roofs. A minimum 1.5" (38 mm) re-cover
board is required for PVC applications.
3.04 Wood Nailer Installation
A. Acceptable Material
1. Solid Blocking: Pressure or non -pressure treated wood, #2
Grade or better, nominal 1'/3" (30 mm) x 4" (102 mm),
3'/s" (88 mm) minimum.
2. Shim Material: Plywood, '/2' (13 mm) x width to match
solid blocking.
B. Existing Nailers
Verify the condition of existing roof nailers and anchor to resist
250 lb. per ft. (550 kg) load applied in any direction.
1. Drill -Tec"' HD screws 18" (460 mm) o.c. attachment
to structural wood, steel decks. Min. 1" (25 mm)
thread embedment.
2. Drill -Tec' spikes or HD screws 18" (460 mm) o.c.
attachment to concrete decks. Min. 1" (25 mm) shank
or thread penetration.
3. Wood nailers attached to gypsum concrete, cellular concrete,
and cementitous wood fiber must be fastened 12" (305 mm)
o.c., through the nailer into the substrate with substrate -
approved Drill -Tec' fasteners.
4. Three anchors per length of wood nailer minimum.
C. New Nailers
Anchor to resist 250 lb. per ft. (550 kg) load applied in
any direction.
1. Drill -Tec"' HD screws 18" (460 mm) o.c. attachment to
structural wood, steel decks. Min. thread embedment.
2. Drill -Tec- spikes or HD screws 18" (460 mm) o.c.
attachment to concrete decks. Min. 1" (25 mm)
shank or thread penetration.
3. Wood nailers attached to gypsum concrete, cellular concrete,
and cementitous wood fiber must be fastened 12" (305 mm)
o.c., 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 fim barrier board must typically be installed when
required by design professional or code authority to address
code or approval requirements.
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B. Placement
1. Butt gypsum boards together with a'/a" (6.3 mm)
maximum space between adjoining boards. Fit gypsum
boards around penetrations and perimeter with a'/a"
(6.3 mm) maximum space between board and penetration.
2. Install gypsum boards in pieces a minimum of 2' x 2'
(610 mm x 610 mm) in size.
3. Gypsum boards installed over steel decking must have boands
placed perpendicular to deck flutes with edges over flute
surface for bearing support.
4. Do NOT use gypsum boards that are wet, warped, or
buckled; they must be discarded. Insulation boards that are
broken, cracked, or crushed must not be installed unless the
damaged area is first removed and discarded.
5. Remove and replace gypsum boards that become wet or
damaged after installation.
6. Install no more gypsum board than can be properly covered
by the end of each day with roofing membrane.
C. Securement
1. Mechanical Attachment
a. Use appropriate type and length of Drill -Tec"' fastener
for structural deck type. See Insulation Attachment Table
in this Manual.
b. Install required number of fasteners per board size, and
type of roofing system installed. Refer to the construction
details at the end of this Manual.
c. Pre -drilling is required for concrete decks, and may be
required for gypsum concrete and cementitious wood
fiber decks.
d. Install fastener so as to firmly imbed the plate to the
insulation surface without over -driving.
3.06 Air/Vapor Retarder Installation
A. General
1. Air/vapor retarder components must typically be installed
when required by design professional to address internal
building air pressure or humidity conditions.
a. On all air -porous decks — with openings in the walls or
area directly below the roof deck that exceeds 10% of the
total wall area.
b. When the internal pressurization of the building is in
excess of 5 lbs. per sq. ft. (24 kg/sq. cm).
c. When the building height exceeds 50 ft. (15.2 m).
d. Buildings with large openings and overhangs must be
evaluated for air retarders or the installation of half
sheets of roof membrane.
e. Refer to Factory Mutual Loss Prevention Data Sheets 1-28
and 1-29 for specific installation procedures for all roofs
with large openings.
f. Conditions where positve internal pressure is applied
suddenly, as in the case of aircraft hangers or
distrubution centers, may cause failure of the roofing
system due to pressure impact.
DE?SIGN
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GUIDELINES°
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. If minimum 6 mil polyethylene is used,
overlap a minimum of 6" (152 mm).
2. Overlap air/vapor retarder components per applicable
installation recommendations of the supplier.
3. Seal perimeter and penetration areas with foam sealant.
4. Seal all perimeter nailers with fully adhered roof membrane
placed over the nailer and covering the exterior face of the
nailer by 1" (25 mm).
C. Air/vapor retarders are required for extended -length guarantees.
NOTE: When designing for wind loads, ensure that the proper
building classification (closed, partially closed, or open)
is used if the building has large openings (i.e., docks
with large loading bays, aircraft hangers, etc.). Improper
classification can result in roof attachment failure caused
by designing to lower loads than actually exist for the
building in question.
3.07 Slip Sheet Installation - Polyester
A. General
1. Install polymat protection layer between the roofing
membrane and the substrate in accordance with the Design
Table at the front of this Manual.
2. Install polymat protection layer loose -applied over substrate
surface so that wrinkles and buckles are not formed.
3. Overlap polymat protection layer a minimum of 6" (152
mm) for side and end laps.
3.08 Fire -Resistant Slip Sheet/Coating Installation
A. General
1. GAF VersaShield® Sold" protection layer is typically installed
when required by design professional or code authority to
address code or approval requirements, or as a slip layer
in accordance with the Design Table at the front of this
Manual.
a. Install GAF VersaShield® Solo" protection layer loose -
applied over substrate surface so that wrinkles and
buckles are not formed.
b. Overlap GAF VersaShield® Solo" protection layer a
minimum of 2" (51 mm) for side and 4" (102 mm) for
end laps.
c. GAF VersaShield® Solo"' protection layer should be
installed perpendicular to the direction of the TPO
membrane.
2. GAF FireOut'" Fire Barrier coating is installed at an
application rate of one gallon per 100 sq. ft. (9.3 sq. m) via
spray, brush, or roller. The substrate must be clean, dry, and
free of foreign matter.
36
3.09 Base Sheet
Not required.
3.10 Re-cover Board/Insulation Installation
A. General
1. Refer to section 2.09 of this Manual for specific GAF
requirements on cover/re-cover boards.
2. Install insulation board and re-cover board as required in
accordance with the Design Tables beginning on Page 15.
3. The use of extruded or expanded polystyrene insulation is
limited in PVC roofing systems to use under a fleece -back
membrane or with an approved slip sheet.
B. Placement
1. Butt insulation boards together with a'/n" (6.3 mm)
maximum space between adjoining boards. Fit insulation
boards around penetrations and perimeter with a'/a"
(6.3 mm) maximum space between board and penetration.
Do not kick insulation boards into place.
2. Install insulation boards in pieces a minimum of 2' x 2'
(610 mm x 610 mm) in size. Every piece must be properly
secured to the substrate.
3. Insulation boards installed in multiple layers must have the
joints between boards staggered in all directions a minimum
of 6" (152 mm) between layers.
4. Insulation boards installed over steel decking must have
boards placed perpendicular to deck flutes with edges over
flute surface for bearing support.
5. Install tapered insulation to provide a sump area a
minimum of 36" x 36" (914 mm x 914 mm) where
applicable.
6. Do NOT install insulation boards that are wet, warped, or
buckled; they must be discarded. Insulation boards that are
broken, cracked, or crushed must 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.
9. EPS, XPS, or polyiso insulation may be used to fill in
flutes of steel decking when used in conjunction with a
cover board.
C. Securement
1. Mechanical attachment of insulation
a. Use appropriate type and length of Drill -Tec"' fastener
for structural deck type. See the Insulation Attachment
Table at the front of this Manual.
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.
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d. Install fastener so as to firmly imbed the plate to the
insulation surface without over -driving.
e. Use fastener of correct length as required by the
Insulation Attachment Table. The use of any fastener
greater than 8" (203 mm) in length must be pre -
approved by GAF Technical Services.
D. Foam Adhesive
1. For adhering of insulation boards with low rise foam
adhesive, refer to the EverGuard® TPO/PVC Adhered Roofing
Systems Manual.
3.11 Membrane Installation
Substrates must be inspected and accepted by the contractor as
suitable to receive and hold roof membrane materials.
N07E: EverGuard Extreme® has a light -gray backer sheet to
distinguish it from regular 7P0 membrane. It is the
contractor's responsibility to install EverGuard Extreme®
where specified on the roof i.e., under highly reflective
glass or metal, or wherever the high temperature
performance of the membrane is required.
A. Substrate Surface Preparation
1. Prepare substrate surfaces thoroughly prior to application
of new roofing materials. This is particularly important for
re-cover 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, clean, and dry substrate
minimizes the likelihood that underlying deficiencies will
cause premature deterioration or even failure of the new
roofing system.
B. Placement
1. Place roof membrane so that wrinkles and buckles are not
formed. Remove any wrinkles or buckles from the sheet
prior to permanent securement. Roof membrane must be
mechanically fastened after it is rolled out, followed by
welding to adjacent sheets.
2. Full -width rolls must be installed in the field of the roof.
3. Half -width rolls must be installed in the perimeter region
of the roof. Width of the roof perimeter region must be
determined in accordance with the Perimeter Half Sheet
Table on page 24 of this Manual.
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4. Overlap roof membrane a minimum of 6" (152 mm) for
side laps of mechanically attached systems, and a minimum
of 3" (76 mm) for end laps. Membranes are provided
with lap lines along the side laps; the inside line is for
mechanically attached system overlaps, which are 6" (152
mm) for TPO membranes. For PVC membranes, the solid
line (overlap line) is marked on the top ply 5" (127 mm)
from the sheet edge. The fastener line is a nominal 2" (51
mm) from the sheet edge, and an "X" is placed between the
sheet edge and the field seam overlap line with spacing every
6" (152 mm). TPO fastener spacing marks should resemble
a "pyramid" pattem.
5. Best roofing practice is to 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. If the deck
is running opposite the slope of the roof (flutes running
horizontally), then the membrane should run ridge -to -
gutter to ensure proper fastening to the top flanges of
the deck.
6. All exposed sheet comers must be rounded a minimum of 1"
(25 mm).
7. Overlap roof membrane a minimum of 3" (76 mm) for
end laps of EverGuard® PVC and TPO membranes. End laps
for EverGuard® fleece -back membranes are made by butting
adjacent sheets and heat welding an 8" (203 mm) wide
EverGuard® TPO reinforced membrane flashing strip over
the joints. For PVC membranes, cut a 8" (203 mm) wide
flashing strip out of smooth PVC membrane of the same
thickness as the field sheet.
C. Membrane Securement
1. Roof membrane must 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 Tables in this
Manual.
2. The metal plates must be placed within '/4" - 3/4"
(6 mm x 18 mm) of the membrane edge. Plates must not be
placed closer than 1/4" (6 mm) 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. Do not over- or under -drive fasteners.
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4. In the corner areas, additional fasteners will also be installed
through the perimeter half -width membrane rolls to forum
a grid pattern, with an 8" (203 mm) wide reinforced
membrane flashing strip heat -welded over the additional
fasteners. 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 slope changes in excess of 1"
in 12" (25 mm in 305 mm).
6. Membrane may be heat welded to EverGuard® coated metal
flanges.
a. Membrane must be secured to the roof deck within
6" (152 mm) of the base of walls and curbs, at the
perimeter, and all penetrations with Drill -Tec" Fasteners
of a type and spacing in accordance with in -lap
attachment requirements, with a 12" (305 mm) o.c.
maximum spacing.
b. Altematively, membrane may be extended vertically
3" up walls and curbs and secured to the wall/curb
substrate within 2" (51 mm) of the plane of the roof.
Use Drill -Tec" Fasteners and inverted termination
bar of type and spacing in accordance with in -lap
attachment requirements, with a 12" (305 mm) o.c.
maximum spacing. Vertical attachment with seam plates
and fasteners may also be used. This alternative detail,
including termination bar, is required to be used for
pressurized buildings. Refer to detail drawings at the end
of this Manual for specific application methods.
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 (underdriving), but will
not cause wrinkling of the membrane (overdriving).
D. Membrane Surface Preparation for Seaming
1. Membrane must be clean of dirt and contaminants, and
free from dew, rain, and other sources of moisture. Factory -
fresh membrane typically will not require cleaning prior
to automatic welding, provided that welding is performed
immediately after placement and securing of the membrane.
2. Membrane that has been exposed for more than 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 -borne debris, foot traffic,
or dew or light precipitation can usually be cleaned with
a white cloth moistened with EverGuard® TPO Cleaner
or MEK for PVC. Be sure to wait for solvent to flash off
prior to welding.
4. Dirt -Based Contamination—Membrane that is dirt
encrusted will require the use of a low -residue cleaner, such
as Formula 409®, and a mildly abrasive scrubbing pad to
remove the dirt. This must be followed by cleaning with a
white cloth moistened with EverGuard® TPO Cleaner or
MEK for PVC. Be sure to wait for solvent to flash off prior
to welding.
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5. Exposure -Based Contamination—Membrane that is
weathered or oxidized will require the use of EverGuard®
TPO Cleaner or MEK for PVC and a mildly abrasive
scrubbing pad to remove the weathered/oxidized top surface
layer. This must be followed by cleaning with a white cloth
moistened with EverGuard® TPO Cleaner or MEK for PVC.
Unexposed membrane left in inventory for a year or more
may need to be cleaned as instructed above. Be sure to wait
for solvent to flash off prior to welding.
6. Chemical -Based Contamination—Membrane that is
contaminated with bonding adhesive, asphalt, flashing
cement, grease and oil, and most other contaminants
usually cannot be cleaned sufficiently to allow an adequate
heat weld to the membrane surface. These membranes
should be removed and replaced.
7. If GAF Low Rise Foam Adhesive is accidentally spilled on the
surface of the finished roof, use the following procedure to
remove the adhesive:
a. Carefully scrape off the adhesive without rupturing the
underlying roof membrane.
b. After removal of the adhesive, cover the affected
area with either EverGuard® smooth- or fleece -back
TPO membrane.
c. Weld the smooth -back edges per specification, or strip
in the fleece -back membrane. Use a minimum 6" (152
mm) reinforced smooth -back membrane half on the
sheet and half on the roof. End laps for EverGuard®
fleece -back membranes are made by butting adjacent
sheets and heat welding an 8" (203 mm) wide
EverGuard® TPO reinforced membrane flashing strip
over the joints. Or, cut a flashing strip of smooth PVC
membrane of the same thickness as the field sheet.
d. Finish off the process by adding EverGuard® TPO Cut
Edge Sealant as needed.
E. 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 welding equipment and inadequate or fluctuating
electrical power are the most common causes of poor
seam welds.
2. Equipment Settings—The correct speed and temperature
settings for automatic welders are determined by
preparing test welds at various settings. The welds are
tested by application of pressure causing the seam to peel
apart. A satisfactory weld will fail by exposing the scrim
reinforcement called a "film tearing bond." A deficient weld
fails by separating between the two layers of the membrane.
3. Adjustments to Equipment Settings—Many factors will affect
the settings: thicker membranes, lower air temperatures,
and overcast skies will generally require a slower speed than
would be required with thinner membranes, higher air
temperatures, and sunny skies. The slower speed provides
additional heat energy to compensate for heat -draining
conditions. The test weld procedure should be conducted
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at the beginning of every work period (i.e., morning and
afternoon) using bag -fresh material and following a
significant change in weather (i.e., air temperature, wind
speed, cloud cover).
4. Membrane laps must be heat -welded together. All welds must
be continuous, without voids or partial welds. Welds must be
free of bums and scorch marks.
5. Weld width must be a minimum 1" (25 mm) to a
maximum 1.5" (38 rnm) in width for automatic machine
welding (robotic welder) for standard GAF guarantees. A
minimum welding width of 1.5" (38 mm) is required to
comply with FM Global, Miami -Dade County (Florida) and
other specifications. In addition, the field seams of all TPO
membranes should be made using a robotic welder in the
field of the roof.
6. All cut edges of TPO reinforced membranes must be sealed
with EverGuard® TPO Cut Edge Sealant.
Cautions and warnings:
1. Any attempt to run a robotic welder at a speed greater than
16 ft (9.6 m)/min. may result in defective seam welds.
2. Setting the speed of the welder too fast can also pose
potential problems with the ability of the operator to
maintain control of the welder. This is particularly true in
reroofing or over uneven substrates.
3. Robotic welders running too fast may not allow the operator
to monitor the 1.5" (38 mm) minimum weld and ensure
that critical T -joint areas have been correctly creased.
4. The operator must keep in mind the relationship between
ambient temperature and robotic welding speed in order to
achieve a spec weld.
5. Increasing the speed of the robotic welder can also
compromise the appearance of a non -bonded system.
3.12 Flashing Installation
Refer to the construction details at the end of this Manual, which
depict flashing requirements for typically encountered conditions.
Install flashing materials as shown in the construction details.
A. General
1. Flash all perimeter, curb, and penetration conditions with
EverGuard® coated metal, membrane flashing, and flashing
accessories as appropriate to the site condition.
2. All EverGuard® coated metal and membrane flashing
comers must be reinforced with pre -formed corners or
non -reinforced membrane.
3. All flashing membranes and accessories are to be heat
welded to achieve a minimum 2" (51 mm) wide using
a hand welder. When using robotic welders, refer to
Section 3.11 E5.
4. All cut edges of reinforced TPO must be sealed with
EverGuard® TPO Cut Edge Sealant.
5. When using bonding adhesive, be sure to use adhesive
specific to membrane and ambient weather conditions.
6. Minimum flashing height is 8" (203 mm).
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7. The maximum distance from the wall that horizontal
mechanical attachment is installed is 6" (152 mm). When
you must go past 6" (152 mm), move the attachment to the
vertical substrate.
8. Installation of EverGuanl® PVC flashing membrane
over asphalt -based substrates must have a slip sheet or
approved insulation boards, metal, wood, etc., under
the PVC flashing membrane.
9. EverGuard Extreme® membrane flashings should be of same
type, thickness, and color as the roofing membrane.
10. For granulated modified bitumen flashings, a
separator sheet must be installed for dry -hung flashings.
In adhered applications, a barrier board must also
be installed.
B. EverGuard® Coated Metal Flashing
1. EverGuard® 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. EverGuard® coated metal must be formed in accordance
with construction details and SMACNA guidelines.
3. EverGuard® coated metal sections used for roof edging, base
flashing, and coping must be butted together with a'/a"
(6 mm) gap to allow for expansion and contraction. Heat
weld a 6" (152 mm) wide non -reinforced membrane strip to
both sides of the joint. A 2" (51 mm) wide aluminum tape
can be installed over the joint as a bond -breaker, to prevent
welding in this area.
4. EverGuard® coated metal used for sealant pans and scupper
inserts, and corners of roof edging, base flashing, and
coping, must be overlapped or provided with separate metal
pieces to create a continuous flange condition, and pop -
riveted securely. PVC- and TPO-coated metal flashings must
be stripped in using 6" (152 mm) membranes.
5. EverGuard® coated metal base flashings must be provided
with min. 4" (102 mm) wide flanges screwed to wood
nailers. EverGuard® coated metal base flashings must be
formed with a 1" (25 mm) cant.
6. Provide a'/2" (13 mm) hem for all exposed metal edges
to provide corrosion protection and edge reinforcement for
improved durability.
7. In addition, provide a '/2" (13 mm) hem for all metal flange
edges whenever possible to prevent wearing of the roofing
and flashing membranes at the flange edge.
8. EverGuard® coated metal flashings are attached to 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 EverGuard® 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 condition
and tightly adhered.
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C. Adhered Reinforced Membrane Flashing - Smooth Surface
1. The thickness of the flashing membrane must 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
(without foil facer); Blue Ridge Structodek° High Density
Fiberboard Roof Insulation; gypsum roof board; cured
structural concrete absent of curing and sealing compound;
untreated OSB; untreated CDX plywood; Type X gypsum
hoard; and dry, sound masonry absent of curing or
sealing compounds.
3. Application of bonding adhesive
a. Apply bonding adhesive to both the substrate surface and
the underside of the flashing membrane.
b. GAF EverGuard° Low VOC Bonding Adhesive for smooth -
back TPO membranes features a coverage rate of 500-
600 square feet (47-56 sq. m) per five gallon (19 liter)
bucket. This adhesive features a fast -drying solvent
system, which is typically 10-20 minutes at typical
application temperatures.
c. EverGuard® Solvent -based Bonding Adhesive for TPO and
PVC smooth -back membranes features a coverage rate
of about 120 sq. ft./gal. (11.2 sq. m/4 liter). This will
cover both surfaces, yielding 60 square feet (5.6 sq. m) of
finished, mated surface per gallon for standard solvent -
based bonding adhesives.
d. EverGuard° WB 181 Water-based Bonding Adhesive for
smooth -back TPO membranes and TPO and PVC FB
membranes is applied at a rate of 200 sq. ft./gal. (7.4 sq.
m/liter). Covering both surfaces will yield 100 square feet
(9.2 sq. m) of finished, mated surface area per gallon.
4. Apply the adhesive only when the adhesive, substrate,
membrane, and outside temperatures are above 40°F
(4.4°C) and rising. Application temperatures above
50°F (10°C) are recommended to allow easier
adhesive application.
5. Carefully position the membrane flashing prior to
application to avoid wrinkles and buckles.
a. Please note that 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. Typically, the flashing should
be installed within one hour of applying the water-based
adhesive. However, this may vary depending on ambient
temperature conditions.
6. Heat -weld all laps in EverGuard° smooth reinforced flashing
membrane in accordance with heat -welding guidelines.
7. Porous substrates may require double application of
adhesive.
8. For extended -length guarantees, separate counter flashing
or cap flashing is required; exposed termination bars are not
acceptable.
9. Alternatively, the EverGuard° Freedom"' System can be used
for flashings. Consult the EverGuard° Freedom- Manual for
installation instructions.
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10. Also available are Comer Curb Wraps, consisting of a pre-
formed combination comer and flashing pieces that are
12" (305 mm) in height and can be ordered in various
lengths. These pre -fabricated comers can be configured to
fit 13.5" x 13.5" (338 mm x 338 mm); 19.5" x 19.5" (500
mm x 500 mm); 25.5" x 25.5" (638 mm x 638 mm); and
31.5" x 31.5" (800 mm x 800 mm) curb flashings. These
flashings may be dry hung or fully adhered in place. For
fully adhered flashing applications, prime the walls before
using adhesive to adhere the membrane.
11. Never use any TPO Primer or TOPCOAT° Surface Seal SB
Primer to prime walls to accept adhesives; only use the
adhesive you are using for a primer to prime the walls.
D. Adhered Reinforced Membrane Flashing - Fleece -Back
1. Apply bonding adhesive to the substrate at the rate of 100 sq.
fVgal (9.2 sq. m) 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 (4.4°C) and rising. Application temperatures
above 50°F (10°C) are recommended to allow easier
adhesive application.
4. When installing fleece -back membranes to a vertical surface,
the material should be rolled in with hand rollers and
should have top edge termination installed immediately to
avoid slippage. For best results, flashings may need to be
rolled in several times with a hand-held, silicone roller.
5. Non -selvage edge laps in EverGuard° Fleece -Back and
EverGuard Extreme® Fleece -Back flashing membrane are
made by butting adjacent sheets and heat welding an 8"
(203 mm) wide flashing strip of EverGuard° TPO flashing
membrane over the joint. End laps for EverGuard° Fleece -
Back membranes are made by butting adjacent sheets
and heat welding an 8" (203 mm) wide EverGuard° TPO
reinforced membrane flashing strip over the joints. Or,
cut a flashing strip of smooth PVC membrane of the same
thickness as the field sheet. All TPO cut edges on reinforced
membranes must be sealed with EverGuard° TPO Cut Edge
Sealant.
6. For extended -length guarantees, a counter flashing must be
used. Exposed termination bars are not acceptable.
E. Loose Reinforced Membrane Flashing
1. For extended -length guarantees, a counter flashing must be
used. Exposed termination bars are not acceptable.
2. Carefully position the EverGuard° smooth reinforced
flashing membrane prior to application to avoid wrinkles
and buckles.
3. All laps in EverGuard° smooth reinforced flashing
membrane must be heat welded in accordance with heat -
welding guidelines.
4. Maximum flashing height is 24" (610 mm) unless
incremental attachment is used.
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F. Non -reinforced Membrane Flashing
1. Non -reinforced membrane can be used as a field -fabricated
penetration/reinforcement flashing only where pre -formed
comers and pipe boots cannot be properly installed.
2. Penetration flashing constructed of non -reinforced
membrane is typically installed in two sections, a vertical
piece that extends up the penetration and a horizontal piece
that extends onto the roofing membrane. The two pieces are
overlapped and heat welded together.
3. The non -reinforced vertical membrane flashing may be
adhered to the penetration surface. Refer to section 3.12 C3
for application instructions.
4. Finish the penetration with EverGuard® between the pipe
and the membrane; install clamping band, and TOPCOAT®
FlexSeal Caulk Grade.
5. T -joint Patches
a. T -joint patches are to be a minimum 4" (102 mm)
in size and made of non -reinforced material. They
must be completely hot-air welded over the T -joint
at the intersection of the three pieces of reinforced
membrane. During installation, care must be taken
to "crease -in" the unsupported membrane at the three
step-off locations.
b. Pre -fabricated or field -fabricated non -reinforced
membranes that match the membrane being used in the
field of the roof are acceptable for T -joints.
c. T -joint patches to be made from non -reinforced TPO,
non -reinforced EverGuard Extreme®, or non -reinforced
PVC, as applicable.
d. T -joint patches are required on 60 and 80 mil TPO and
80 mil PVC only.
G. Roof Edging
1. TPO roof edge flashing is applicable for both gravel stop/
drip edge conditions, as well as exterior edges of parapet
walls. For guarantees up to 20 years, use EverGuard® Cover
Tape HW, EverGuard® TPO Coated Metal, or any of the
other EverGuard® pre -fabricated extruded aluminum fascia
systems. For extended guarantees of up to 30 years, use
weldable metal or pm -fabricated extruded aluminum fascia
systems only.
2. Flash roof edges with EverGuard® coated metals flanged
edging with minimum 3" (76 mm) wide flange nailed 4"
(102 mm) o.c. or Drill -Tec'" screws 12" (305 mm) o.c. into
wood nailers. Then heat weld an 8" (203 mm) TPO flashing
strip or 8" (203 mm) wide field -fabricated PVC membrane
flashing 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"
(305 mm) o.c.
4. Alternatively, flash roof edges with a two-piece snap -on fascia
system, adhering roof membrane to metal cant with bonding
adhesive and face -nailing the membrane 8" (203 mm) o.c.
prior to installing the snap -on fascia.
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5. Galvanized -based metal edging may be flashed using
EverGuard® TPO Cover Tape after priming both the metal
and the TPO membrane for guarantee lengths up to 15
Years -
6. EverGuard® TPO Cover Tape is a 6" (152 mm) wide,
non -reinforced TPO membrane backed with a butyl tape
adhesive. Clean the entire surface to be covered, metal and
roof membrane with soap and water, and dry entire area.
Wipe area to be primed with a damp wipe of EverGuard®
TPO Cleaner.
7. Prime surfaces mating with the butyl tape with EverGuard®
TPO Primer, keeping primer only on the surface receiving
the tape. After primer has flashed off, pull release paper on
the back of the tape, exposing the butyl adhesive, and mate
the two surfaces. Roll the tape portion of the cover strip at
a 45 -degree angle to ensure a good bond. Seal all end laps,
miters, and T -joint intersections with EverGuard® TPO
Cut Edge Sealant 6" (152 mm) past the intersection in all
directions.
8. For 20 -year guarantees or longer, use EverGuard® TPO
Cover Tape Heat Weld. This is a hybrid cover tape consisting
of 6" (152 mm) of .045 reinforced TPO membrane with
3" (76 mm) butyl tape on half of the back surface. Refer
to Step 7 (above) and follow procedures for the butyl tape
preparation and installation. Then heat weld the cover tape
to the field membrane with a 2" (51 mm) hand weld or
1.5" (13 mm) auto weld, to all membrane -to -membrane
surfaces.
Note: Any overlap ends must be stripped in with flashing detail
membrane and welded completely to finish the detail.
EverGuard® TPO Cut Edge Sealant must be installed
on the butyl side where the two HW cover tapes butt
together.
9. Flash roof edge scuppers with a scupper insert of EverGuard®
coated metal or an EverGuard® pre -fabricated 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. There are 3 options for flashing parapet and building walls:
adhered membrane flashings, metal flashings, and loose -
hung flashings.
2. Secure membrane flashing at the top edge with a
termination bar. Apply TOPCOAT® FlexSeal Caulk Grade
caulking between the wall surface and membrane flashing
underneath all termination bars. Exposed termination
bars must be mechanically fastened 6" (152 mm) o.c.;
termination bars that are counter flashed must be fastened
12" (305 mm) o.c.
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 fastener spacing in
accordance with in -lap attachment requirements, with a 12"
(305 mm) o.c. maximum spacing.
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4. Metal counter flashings with fully adhered or dry hung
membrane wall flashings are required on 20 -year warranties
or longer. (They are not required for guarantees of less
than 20 years.) All termination bars, either exposed or
covered, must be sealed with TOPCOAT® FlexSeal Caulk
Grade caulking.
5. Flash wall scuppers with a scupper insert of EverGuard®
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" (610 min) — Loose -Applied Flashing
• 54" (1.4 m) —Adhered Flashing
7. Metal cap flashings must have continuous cleats or be
face -fastened 12" (305 mm) o.c. on both the inside and
outside of the walls.
8. DensGlass® Gold gypsum board is NOT to be used as a
substrate for fully adhered attachment on parapet walls,
according to the manufacturer.
9. Use fire -treated plywood/wood for parapet walls only if
covered with an approved gypsum board for (fully) adhered
or EverGuard® Freedom"' materials.
I. Round and Square Tube Penetrations
1. Four options are available for penetration flashings.
These are stepped pipe boots; split pipe boots; square tube
wraps; and field fabrication with unsupported membrane
and target.
2. All flashings require the installation of a stainless steel
draw band around the top of the flashing. Seal the top
edge and add draw band with TOPCOAr FlexSeal Caulk
Grade caulking.
3. Roof membrane must be mechanically attached at the
base of each penetration with screws and plates a maximum
of 12" (305 mm) o.c., with a minimum of four fasteners
per penetration.
J. Irregularly Shaped Penetrations
1. Flash irregularly shaped penetrations with flan;:. sealant
pans formed of EverGuard® coated metal, secured to the
deck through the roof membrane with screws 6" (152 mm)
o.c., a minimum of two per side.
2. Strip in metal flanges and the vertical pop riveted seam with
8" (203 mm) wide membrane flashing strips heat welded to
both the roof membrane and the metal flanges.
3. Fill sealant pans with EverGuard® Two-part Pourable
Sealant. Fill sealant pans with non -shrink quick -set grout,
and top off sealant pans with a 2" (51 mm) minimum
thickness of EverGuard® Two-part Pourable Sealant after
priming the metal with TPO primer. If using TOPCOAT®
FlexSeal Caulk Grade sealant, after priming, increase the
grout to within 1/2" (13 mm) from the top of the pocket, and
install the FlexSeal to the very top or overfill the pocket.
4. Pre -formed sealant pans/vent boots made of PVC and TPO
are also available.
42
a. PVC. Installation of pre -formed PVC sealant pans
requires 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
requires field membrane securement around the
penetration. A minimum of four (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 does not allow for a continuous 2" (51 mm) weld
of the TPO sealant pan flange. Properly heat weld the
flange of TPO sealant pan to the field/target membrane.
c. If the sealant pan is cut to install around the penetration,
the cut must be stripped in with a minimum 4" (102
mm) wide non -reinforced membrane. The non-
reinforced strip -in membrane must extend a minimum
of 2" (51 mm) beyond the outside edge of the sealant
pan flange and be fully welded.
d. Prior to filling the TPO sealant pan, the inside vertical
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" (51 mm) thickness of GAF Two -Part
Pourable Sealer. When using TOPCOAT® FlexSeal Caulk
Grade sealant, after priming, increase the grout to within
'/2" (13 mm) from the top of the pocket, and install the
FlexSeal to the very top or overfill the pocket.
e. Reinforced targets must be sealed as the particular roof
system requires with EverGuard® TPO Cut Edge Sealant.
K. Curbs
1. Flashing can be done two different ways, either with adhesive
applied to the membrane and substrate, or loose -applied up
to 24" (610 mm) high. EverGuard® Coated Metal flashings
must be fastened at 4" (102 mm) o.c.
2. Secure membrane flashing at the top edge with a
termination bar, flat stock, or counter flashing. Apply
TOPCOAT® FlexSeal Caulk Grade sealant between the curb
surface and membrane flashing. Exposed termination
bars must be mechanically fastened 6" (152 mm) o.c.;
termination bars that are counter flashed must be fastened
12" (305 mm) o.c.. If wood is present at the top of the curb,
install ring shanks 12" (305 mm) o.c. after wrapping the
membrane to the inside of the curb. This can be used in lieu
of the termination bar if nailed on the top or preferably the
backside of the wood.
3. Roof membrane must be mechanically attached along the
base of curbs and ducts that are flashed with membrane
flashing with screws and plates/termination bar at 12"
(305 mm) o.c.
4. Metal counter flashing may be needed for extended
guarantee lengths. All termination bars must be sealed with
TOPCOAT® FlexSeal Caulk Grade caulking.
DESIGN
APPLICATION
MECHANICALLW
ATTACHED
111?0 RC
DELI'NEfS°
OOFING
giVMM
L. Expansion Joints
1. Install expansion joint covers at all flat type and raised,
curb -type expansion joints. There are currently three types
of expansion joints approved for EverGuard° Systems. There
are two prefabricated expansion joints, one each for TPO
and PVC. 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
or curbs or secured to walls with appropriate nails or
EverGuard° Drill -Tec'" fasteners.
2. Roof membrane must be mechanically attached along the
base of raised curb expansion joints with screws and plates a
minimum of 12" (305 mm) o.c.
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 TOPCOAT° FlexSeal Caulk
Grade sealant and secured with fasteners and neoprene
washers fastened 6" (152 mm) o.c.
M. Roof Drains
1. Roof drains must be fitted with compression clamping
rings and strainer baskets. Both traditional 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" (914
mm x 914 mm) within a sumped area if possible. Slope of
tapered insulation within the sumped area must not exceed
4" in 12" (102 mm in 305 mm).
3. Extend the roofing membrane over the drain opening.
Locate the drain and cut a hole in the roofing membrane
directly over the drain opening. Provide a '/2" (13 mm)
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 TOPCOAT° FlexSeal Caulk
Grade sealant on the drain flange prior to securing with the
compression clamping ring.
5. For fleece -back roof membrane applications, the fleece -back
membrane is cut just short of the drain flange. A separate
smooth reinforced membrane drain flashing sheet is heat
welded to the roofing membrane and set into the drain
above in a full bed of TOPCOAT° FlexSeal Caulk Grade
sealant 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" (305 mm) larger than the sump area must be installed.
The membrane flashing must be heat welded to the roof
membrane. Alternately, if the seam does not run under the
clamping ring, it can be covered with a 6" (152 mm) wide
reinforced membrane strip heat welded to the membrane.
7. Tighten the drain compression clamping ring in place.
43
N. Scuppers
1. EverGuard° coated metal roof edge scuppers must be
provided with a min. 4" (102 mm) wide flange nailed
to wood nailers, with hemmed edges and secured
with continuous clips in accordance with the gravel
stop assembly.
2. EverGuard° coated metal wall scuppers must be provided
with 4" (102 mm) wide flanges, with additional comer
pieces pop -riveted to the flanges to create a continuous
flange. All flange corners 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"
(152 mm) o.c., a minimum of 2 fasteners per side.
4. All corners must be reinforced with EverGuard° PVC or
EverGuard° TPO Universal Comers or field fabricated from
EverGuard° non -reinforced materials.
5. Strip in scupper with flashing membrane target sheet.
6. Alternately, a wall scupper box may be field flashed
using non -reinforced flashing membrane heat welded to
membrane on the wall face and roof deck. Fully adhere
to the scupper box and terminate on the outside wall face
with a termination bar and TOPCOAT° FlexSeal Caulk
Grade caulking.
7. EverGuard° TPO has prefabricated scuppers in standard and
custom sizes available. Consult your Territory Manager or
local distributor for details.
0. Heater Stacks
1. Field -fabricated two-piece membrane flashings of
EverGuard° non -reinforced flashing are typically installed
at heater stacks. EverGuard° TPO and PVC have cone -
type prefabricated pipe flashing that may work in these
applications. If not, then field -fabricated membrane
flashings, such as EverGuard° TPO Detailing Membrane
(LIN -55) or EverGuard° PVC Detailing Membrane, may be
used. The temperature of any heater stack that comes into
contact with the EverGuard° membrane or flashing should
not exceed 160°F (71°C) or 190°F (88°C) for Everguard
Extreme° roofing systems.
2. Heat stacks must be equipped with either cone-shaped or
vertical tube -type flashing sleeves so that the membrane
flashing is not directly in contact with the heater stack.
3. Mechanically attach the roof membrane to the structural
deck with Drill -Tec"" screws and plates around the
penetration base prior to flashing installation.
4. All stack flashings must be secured at their topedge by a
stainless-steel clamping band over TOPCOAT® FlexSeal
Caulk Grade caulking. Seal the detail with TOPCOAT°
FlexSeal Caulk Grade caulking.
5. Field -fabricated membrane flashings may be adhered to the
flashing sleeve with EverGuard° TPO or EverGuard° PVC
Bonding Adhesive.
DE?SIGN
APPLICATION
MECHANICALLY
ATTACHED
UIDELINE?S°
poo 9
P. Drain Inserts
1. EverGuard® PVC roofing membrane is typically terminated
at PVC drain inserts by heat welding the membrane to the
PVC -coated drain flange (if available), or by securing the
membrane between the drain flange and the clamping ring.
2. EverGuard® TPO drain inserts have an integral TPO target
membrane for welding to the field membrane.
3. Drain inserts must only be used in the event the original
drain is damaged and cannot be repaired without complete
replacement of the drain.
4. All drains must be provided with a drain sump of a 36"
(914 mm) x 36" (914 mm) minimum dimension, if
possible. Fasteners must be installed 12" (305 mm) o.c. or a
minimum of 4 (four) per penetration.
5. The drain insert is installed on top of the roofing membrane
and is secured to the roof deck 6" (152 mm) o.c. with Drill -
Tec`" screws.
6. 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.
7. Install the drain clamping ring if applicable.
8. All drains must be provided with a strainer basket.
9. Roof drains must be open and functioning.
10. Cleaning the length of the drain line is required so that
the retrofit drain will seal to the pipe. Failure to clear this
section of drain line can prevent the sealing of the drain
and degrade the performance of the drain seal.
Q. Wood Support Blocking
1. Wood support blocking, typically 4" (102 mm) x 4" (102
mm), is usually installed under light-duty or temporary
roof -mounted equipment, such as electrical conduit, gas
lines, and condensation and drain lines.
2. Install wood support blocking over a protective layer of
EverGuard® TPO walkway rolls or PVC walkway pads.
Place wood blocking on oversized slip sheet, fold two sides
vertically, and fasten with roofing nails into the blocking.
3. If using pre -fabricated pipe stands with rubber -like bases, no
slip sheet is required.
R. Satellite Dish Support Bases
1. Install satellite dish support bases over a protective layer of
TPO/PVC membrane.
S. Lightning Suppression Clips
1. Secure lightning suppression clips to the roof surface by
means of 2" (51 mm) wide EverGuard® PVC or EverGuard®
TPO Flashing membrane strips heat welded to the roof
membrane.
44
3.12 Traffic Protection
A. Walkway rolls or pads must be installed at all roof access
locations, including ladders, hatchways, stairs, and doors.
Install walkway rolls or pads at other designated locations,
including roof -mounted equipment work locations and areas
of repeated rooftop traffic.
B. Walkway rolls or pads must be spaced 6" (152 mm) to allow
for drainage.
C. Heat weld walkway rolls or pads to the roof membrane surface
continuously around the walkway perimeter.
D. TPO walkway rolls may also be installed with TPO primer and
3" (76 mm) seam tape. First, roll or brush the TPO primer on
the back of the TPO roll along the edges and down the middle
of the length of the roll. Clean and prime the roof membrane
where the roll will be installed. Install tape to the back of
the roll where cleaned (edges and middle) and roll in with a
silicone hand roller. Remove the release paper and install the
taped rolls directly onto the roof membrane. Secure the rolls by
rolling into place.
3.13 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" (152 mm) 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.
3.14 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.
B. Immediately correct all defects, irregularities, and deficiencies
identified during inspections. All voids that are found must be
patched over per specifications. Do NOT re -weld seam voids
more than 24 hours after initial welding of the seam.
C. Remedial work must be performed with like materials and in a
manner consistent with the balance of the roofing installation
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.
DESIGN
APPLICATION
MECHANICALLY
ATTACHED
UIDELINES:
ROOFING
O NC
MEM
3.15 Cleaning
A. Remove bonding adhesive, bituminous markings, and
other contaminants from finished surfaces. In areas where
finished surfaces are soiled by asphalt or any other source
of soiling caused by work of this or other sections, consult
manufacturer of surfaces for cleaning advice and conform to
those instructions.
B. Cut out and remove any sheet membrane contaminated with
solvent -based adhesive, bituminous markings, and other
contaminants from finished surface. Repair sheet damage
by first cleaning the area with an all-purpose cleaner, then
rinse off soapy residue. Reactivate membrane using the
appropriate EverGuard® cleaner, wiping with a damp (not
saturated) rag. Complete repair by installing a patch of like
material to specific system requirements.
3.16 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 and
guarantee requirements.
B. Repair cuts, punctures, and other membrane damage by
cleaning membrane (see section 3.11 D), followed by heat
welding a membrane repair patch of sufficient size to extend
a minimum of 2" (51 mm) beyond the damaged area. If
heat welding to the top surface of the existing membrane is
ineffective, the patch must be heat welded to the underside of
the existing sheet after proper preparation.
C. Any damage to adhered membrane areas or at locations
of mechanical attachment, including insulation, must be
repaired so that the repaired area remains fully adhered or
mechanically attached.
45
ENWSTRUCTURAL
ENGINEERS
Engineers Northwest Inc., P.S.
We get
buildings
built.
September 24, 2013
MY -LAN CO INC.
P. O. Box 912
Woodinville, WA 98072
a A SLE Cowie
REVIEWED FOR
CODE COMPLIANCE
APPROVED
OCT 0 4 2013
City of Tukwila
Attn: Jay Mylan, President BUILDING DIVISION
Re: Reroof at 1201 Andover Park East
Tukwila, WA
Jay:
I have reviewed the loads with consideration of the addition of approximately 0.4 psf for
the new roofing. The added roofing may be applied without modifying the existing
building.
The added load increases the gravity Toads by 1.1% over the original design. Per IBC
3404.3 we may increase the loads a maximum of 5% without reinforcing the members.
If you have any questions please call.
Sincerely,
ENGINEER THWEST �C. P.S.
Dale Kaemingk P.E., S.E.
Vice President
DK:bs
ENW Job No. 12074003
D �3-300
RECEIVED
CITY OF TUKWILA
SEP 2 5 2013
PERMIT CENTER
•
• 9725 Third Ave NE, Suite 207 • Seattle, WA 98115
206.525.7560 • fax 206.522.6698
www.engineersnw.com
"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: 1-800-766-3411, option 1
September 5, 2012
To Whom It May Concern:
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
o
REVIEVVED
CODE COML
APPROVED
OCT 0 4 2013
City of Tukwila
BUILDING DIVISION
RECEIVED
+CITY OF TUKWILA
SEP 15 2013
'ERMIT CENTER
My -Lan Co., Inc.
P.O. Box 912 Woodinville, WA 98072 Phone (360) 668-4455 Fax (360) 668-1995
September 16, 2013
Tukwila Building Department
RE: Frontier Packaging & JR Furniture, 1201 Andover Park E., Tukwila, narrative for existing roof
condition and reroof.
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
My -Lan Co., Inc.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
OCT 0 4 2013
City of Tukwila
BUILDING DIVISION
bt330°
RECEIVED
CITY OF TUKWILA
SEP 2.52013
PERMIT CENTER
5/1/2014
City of Tukwila
Department of Community Development
JAY MYLAN
12511 238 ST SE
SNOHOMISH, WA 98296
RE: Permit No. D13-300
JR FURNITURE & FRONTIER PACKAG
1201 ANDOVER PK E
Dear Permit Holder:
Jim Haggerton, Mayor
Jack Pace, Director
In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building
Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National
Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and
become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of
such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun
for a period of 180 days. Your permit will expire on 6/8/2014.
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 6/8/2014, 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,
J
nni
rmi
r Marshall
Technician
File No: D13-300
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
¶ERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
ACTIVITY NUMBER: D13-300 DATE: 09-25-13
PROJECT NAME: JR FURNITURE & FRONTIER PACKAGING
SITE ADDRESS: 1201 ANDOVER PK E
X Original Plan Submittal Response to Incomplete Letter # _
Response to Correction Letter #
Revision # After Permit Issued
DEPARTMENTS:
b(1,' (7 {A) ' • l'2i
Bul ding Division
Public Works n
Fire Preventio/1—()
n
Structural
Planning Division
n Permit Coordinator
n
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Incomplete
n
DUE DATE: 09-26-13
Not Applicable
n
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping 0 PW 0 Staff Initials:
TUES/THURS ROUTING:
Please Route ' C' Structural Review Required ❑ No further Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions
Notation:
REVIEWER'S INITIALS:
DUE DATE: 10-24-13
Not Approved (attach comments) n
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg 0 Fire ❑ Ping 0 PW 0 Staff Initials:
Documents/routing slip.doc
2-28-02
•
PLAN REVIEW CHECKLIST - (Nonstructural) Permit App. ?%f' J&e
By: IBC Edition /2 & State Amend.
Date: /4"- Project title: lie )4t.aj ,TH,
+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Classify the building or portion thereof in accordance with Chapter 3
O. Determine the type of construction of the building in accordance with Chapter 6.
780 Determine if the location of building on the site and clearances to property lines and
other buildings on the site plan are in accordance with code provisions.
(- Review for conformity with General building height and area limitations in accordance
with Chapter 5.
Review for conformity with special detailed requirements based on use and
Occupancy.
Review for conformity with Type of Construction requirements of Chapter 6.
F8C3 Review for conformity with Fire and Smoke protection features of
Chapter 7.
Review for conformity with requirements of interior finishes of Chapter 8.
Review for conformity with requirements for fire protection systems of Chapter 9.
Review for conformity with requirements for means of egress requirements
of Chapter 10
Review for conformity with requirements of accessibility in accordance with Chapter
11, and ICC A117.1
-eview for conformity with Washington State Energy Code.
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
✓ In circle = topic has been reviewed for the application.
X In circle = topic is not relevant to proposed scope of work.
Contractors or Tradespeople Pri r Friendly Page
•
General/Specialty Contractor
A business registered as a construction contractor with L&I to perform construction work within the scope of
its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
Business and Licensing Information
Name MY -LAN COMPANY INC UBI No. 601807373
Phone 3606684455 Status Active
Address 12511 238Th St Se License No. MYLANCI009DC
Suite/Apt. License Type Construction Contractor
City Snohomish Effective Date 3/3/2000
State WA Expiration Date 2/25/2014
Zip 98296 Suspend Date
County Snohomish Specialty 1 General
Business Type Corporation Specialty 2 Unused
Parent Company
Business Owner Information
Name
Role
Effective Date
Expiration Date
MYLAN, JAY ROGER
President
03/03/2000
Amount
MYLAN, VICKI LYNN
Vice President
03/03/2000
CPS1259621
Bond Information
Page 1 of 1
Bond
Bond Company Name
Bond Account Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Bond Amount
Received Date
4
CBIC
PD6927
07/05/2004
Until Cancelled
$12,000.00
06/23/2004
Assignment of Savings Information No records found for the previous 6 year period
Insurance Information
Insurance
Company Name
Policy Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Amount
Received Date
12
Ccoottsdale Ins
CPS1259621
02/15/2011
02/15/2014
$1,000,000.0002/11/2013
11
SCOTTSDALE
INS CO
cps1102926
02/15/2010
02/15/2011
$1,000,000.0004/21/2010
10
FIRST MERCURY
INS CO
FMMA001846A
02/15/2008
02/15/2010
$1,000,000.0002/12/2009
9
NATIONAL FIRE
& MARINE INS
CO
72LPS004025
02/15/2007
02/15/2008
$1,000,000.0002/21/2007
Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period
Warrant Information No unsatisfied warrants on file within prior 6 year period
Infractions/Citations Information No records found for the previous 6 year period
httns://fortress.wa.gov/lni/bbip/Print.aspx 10/25/2013