HomeMy WebLinkAboutPermit D12-238 - MACAU CASINO - REROOFMACAU CASINO
5700 SOUTHCENTER BL
D12-238
City oilI'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.TukwilaWA.gov
Parcel No.: 1157200353
Address: 5700 SOUTHCENTER BL TUICW
Suite No:
Project Name: MACAU CASINO
DEVELOPMENT PERMIT
Permit Number: D12 -238
Issue Date: 08/07/2012
Permit Expires On: 02/03/2013
Owner:
Name: RASH & ASSOCIATES #47
Address: PO BOX 260888 , PLANO TX 75026
Contact Person:
Name: GREG O'NEILL
Address: 2108 HOARD , EVERETT WA 98203
Contractor:
Name: SNOHOMISH COUNTY ROOFING
Address: 3308 PINE ST, SUITE B , EVERE'IT WA 98201
Contractor License No: SNOHOCR960J2
Lender:
Name: TENANT /MACAU CASINO
Address: ,
Phone: 425 501 -4059
Phone: 425 - 258 -4400
Expiration Date: 06/10/2013
DESCRIPTION OF WORK:
REMOVE OLD ROOFING AND INSTALL 20 YEAR CLASS A TPO MECHANICALLY ATTACHED TO ROOF SYSTEM (FLAT
PORTIONS OF THE ROOF ONLY).
Value of Construction: $15,400.00
Type of Fire Protection:
Type of Construction:
Electrical Service Provided by: PUGET SOUND ENERGY
Fees Collected: $653.61
International Building Code Edition: 2009
Occupancy per IBC:
* *continued on next page **
doc: IBC -7/10
D12 -238 Printed: 08 -07 -2012
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant:
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:
N
Number: 0
Size (Inches): 0
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:
Date: -7 -12
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 pe • • rmance of • I am authorized to sign and obtain this development permit and agree to the conditions attached
to this permit.
Signature: AO / L Date:
Print Name:
This permit shall become wand 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center
(206/431- 3670).
4: 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.
5: 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.
6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary
sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other
excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of
doc: IBC -7/10
D12 -238 Printed: 08 -07 -2012
this requirement.
0
7: Manufacturers installation instructions shall be available on the job site at the time of insp• n.
8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila
Building Department (206- 431 - 3670).
9: All electrical work shall be inspected and approved under a separate permit issued by the City Tukwila Building
Department (206- 431- 3670).
10: 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.
11: 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
D12 -238 Printed: 08 -07 -2012
CITY OF TUK
Community DevelopfirDepartment
Public Works Department
Permit Center
6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
http: / /www.TukwilaWA.gov
Building Peat
Project No.
D l
Date Application Accepted:
Date Application Expires:
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
5760 _ , King Co Assessor's Tax No.: 1 1c 1 'O c.3
Site Address: S0 dtOe fitek � I �� I U I� �✓1 I9 WA- Suite Number: Floor:
Tenant Name: Oil l ( A0 t S ( tJU
PROPERTY OWNER
Name: 01 f Q /1 tl /� j
l �/ o
v i'
6
Address. 10 O 1-16 u PAP
City: EA) 6 4. State: l„ P J Zip:( 10c3
Name:
l l h
�1
huc. US v,1^r e
Zip: clipsoi
Phone: uc- cCi li/ ico Fax:
Address:
'
f e r w 0 d 0 R 0
_c-4)
40313_
City: co > Rd
i4 State:
4., Zip: 19 S-83
CONTACT PERSON — person receiving all project
. communication
Name: 01 f Q /1 tl /� j
l �/ o
v i'
6
Address. 10 O 1-16 u PAP
City: EA) 6 4. State: l„ P J Zip:( 10c3
Phone: 4a c 5c� L Faxtj.1/a` ^
^94cti
Email: 6 foT CJ 4I V' 7..herrce ,'
GENERAL CONTRACTOR INFORMATION
Company Name: 4z( Yv
'r1
1� I c4`
Address: 330 I (WQ c,
I
4. cs
City: E State:
Zip: clipsoi
Phone: uc- cCi li/ ico Fax:
Crolc 1 CAI 0 ( A
Contr RegNo.: <�OR6L��6,0
Exp Date: C (1 0113
`
Tukwila Business License No.:
1
H:VApplications\Forms- Applications On Line \2012 Applications\permit Application Revised - 2- 7- 12.docx
Revised: February 2012
bh
DbI
SCR
New Tenant: ❑ Yes .. No
ARCHITECT OF RECORD
Name:
lA p p A
JV V,1M�V�
Company Name:
Address:
Architect Name:
City:
State:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
ENGINEER OF RECORD
Name:
lA p p A
JV V,1M�V�
Company Name:
Address:
Engineer Name:
City:
State:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name:
lA p p A
JV V,1M�V�
Address:
City:
State:
Zip:
Page 1 of 4
BUILDING PERMIT INFORMATION — 206 - 431 -3670
Valuation of Project (contractor's bid prig $ l s Existing I3uilding Valuation: $
�Describe the scope of work (please provide detailed information): '1 e e 0 (c k O 61:-
tN s +411 aU "JCI c I h-53 ft-
T`
PU 1'� /�'} Lei j /i-��
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 DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ Yes ❑ No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No
If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x I1 " paper including quantities and Material S ety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:Wpplications\Forms- Applications On Line\2012 Applications\Permit Application Revised - 2- 7- 12.docx
Revised: February 2012
bh
Page 2 of 4
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1 at Floor
2"d Floor
3`d Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ Yes ❑ No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No
If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x I1 " paper including quantities and Material S ety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:Wpplications\Forms- Applications On Line\2012 Applications\Permit Application Revised - 2- 7- 12.docx
Revised: February 2012
bh
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 O R OR AUT S l' ' ED
Signature: ��
Print Name:
0 'Ai t�\
Mailing Address:
H:Wpplications\Forms- Applications On Line \2012 Applications\Permit Application Revised - 2- 7- 12.docx
Revised: February 2012
bh •
Day Telephone:
City
Date:
yotc I (IC 5-c-i
L) f dC)
State Zip
Page 4 of 4
PUBLIC WORKS PERMIT INF
TION — 206 - 433 -0179
Scope of Work (please provide detailed information):
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
❑ .. Tukwila ❑ ...Water District # 125
❑ .. Water Availability Provided
Sewer District
❑ .. Tukwila
❑ .. Sewer Use Certificate
Septic System:
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design appr d by King County Health Department.
❑ ...Valley View
❑ ...Sewer Availability Provided
❑... Highline
❑ ... Renton
❑... Renton
❑... Seattle
Submitted with Application ( : rk boxes which apply):
❑ .. Civil Plans (Maximum Pa . r Size — 22" x 34 ")
❑ .. Technical Information Repo Storm Drainage) ❑... Geotechnical Repo ❑ .. Traffic Impact Analysis
❑ .. Bond ❑ ...Insurance ❑... Easement(s) ❑ ... Maintenance A • • - ment(s) ❑ .. Hold Harmless — (SAO)
❑ .. Hold Harmless — (ROW)
Proposed Activities (mark boxes that a 1
❑ .. Right -of -way Use - Nonprofit for less 72 hours
❑ .. Right -of -way Use - No Disturbance
❑ .. Construction/Excavation/Fill - Right -of -wa ❑
Non Right-of-
El .. Total Cut
❑ .. Total Fill
cubic yards
cubic yards
❑ ...Right -. way Use - Profit for less than 72 hours
❑ ... Ri: r f -way Use — Potential Disturbance
... Work in Flood Zone
... Storm Drainage
❑ .. Sanitary Side Sewer 0... Abandon ` • tc Tank 0... Grease Interceptor
❑ .. Cap or Remove Utilities 0... Curb Cut ❑... Channelization
❑ .. Frontage Improvements ❑... Paveme Cut 0... Trench Excavation
❑ .. Traffic Control 0... Loop Fire Line 0... Utility Undergrounding
❑ .. Backflow Prevention - Fire Protection
Irrigation
Domestic Water
❑ .. Permanent Water Meter Size (1) WO # (2) " WO # (3) " WO #
❑ .. Temporary Water Meter Size (1) ' WO # (2) " WO # (3) " WO #
❑ .. Water Only Meter Size WO # ■ Deduct Water Meter Size "
❑ .. Sewer Main Extension Publi • ❑ Private ❑
❑ .. Water Main Extension Pu • c ❑ Private ❑
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
❑ .. Water ❑ .. ewer ❑ .. Sewage Treatment
Monthly Service Billing to:
Name: Day Telephone:
Mailing Address:
Water Meter Re
illin
City State
Zip
Name: Day Telephone:
Mailing Ada ess:
City
State
Zip
H:'Applications'Forms- Applications On Line\2012 Applications\Pennit Application Revised - 2- 7- I2.docx
Revised: February 2012
bh
Page 3 of 4
•
City of Tukwila
Department of Comnzunith Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -43 1 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.TukwilaWA.: ov
RECEIPT
ParcelNo.: 1157200353 Permit Number: D12 -238
Address: 5700 SOUTHCENTER BL TUKW Status: PENDING
Suite No: Applied Date: 07/17/2012
Applicant: MACAU CASINO Issue Date:
Receipt No.: R12 -02140
Payment Amount: $653.61
Initials: JEM Payment Date: 07/17/2012 10:02 AM
User ID: 1165 Balance: $0.00
Payee: ALL WEATHER ROOFTOP SOLUTIONS, INC.
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 3719 653.61
Authorization No.
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
BUILDING - NONRES
PLAN CHECK - NONRES
STATE BUILDING SURCHARGE
000.322.100
000.345.830
640.237.114
Total: $653.61
393.40
255.71
4.50
doc: Receiot -06 Printed: 07 -17 -2012
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
,0/2-4.3R
Project: Ajj
/ r) G, C..f...e■
( 70
Type of Inspection
J`'.'r,,VV/
Addr ss:
�/
Date Called:
Special Instructions:
Date Wanted:. /
/
a.m.
Requester:
"r
la
v S v
//"A .� /
Phone No:
��°,
Approved per applicable codes.
Corrections required prior to approval. -
COMMENTS:
%
le 5.G. R, r
i A
/
la
v S v
//"A .� /
��°,
is
/iA
1
Inspector:
Date: _
n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION- RECORD
Retain a copy with permit.
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
n
Typ of Inspection:
, - � , e ,
Addre s'' iOO S L 8(
,� ,
Date Called:
,vim /rte►-, s, 4
It 1 3 E. 4.; 11;;":11...agri I 4°,4'; to "A 2 0 • 79- is-e& 1 e"( '
Special Instructions:
J ;
0 ;b.( . ,7 /?.r ii7.,P..- -I A4 ei.o'b /
Date Wanted:.
�a..m
l e . _ , . P.m.
Requester:
Phone No: ,) ` 366
Ur J°f 0
Approved per applicable codes.
IXCorrections required prior to approval.
COMMENTS:. _
l.1 46.01 Mai/ 1:-/-// 5/
/ 49,e,,- .00,-/- Y %., /21-44Y
, - � , e ,
,gip.
►
2i / OCe' ;Hi eall d's lrAl4eA
4-0.4,e 1.010-,...irA.,,, ,v k-pile-t_
,vim /rte►-, s, 4
It 1 3 E. 4.; 11;;":11...agri I 4°,4'; to "A 2 0 • 79- is-e& 1 e"( '
0 ;b.( . ,7 /?.r ii7.,P..- -I A4 ei.o'b /
.12.0...$4- /dm, / t .46f c.•11--- sed .
j4
".r/ n_5J // 61091 • e
1.
Date: /aq l
n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD 273
Retain a copy permit ermit 4
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
Projects __
iii. , y_ -r-.- '- �._'.,�._�.�:....
Type of Inspection*
g
, h/
Address: 1 -,e-,
�r �I 1-v4ti •
°
</)7,..P
Date Called:
Special Instr ctions: ;
Date Wanted:
a.m.
Requester:
Phone No
Approved per applicable codes. Corrections required prior to app
COMMENTS:
REIN PE'�CTION FEE REQI IRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 cz, (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
,i
Proje .t /'� �
/11A-c,4J C. M ' /•J J
Type Inspecti�
{- r .I?_. - f(ro®F-
Address:
SiadsCLI VO ,
Date Called:
-
Special Instructions:
0J
Date Wanted: p.- r — as.m.:
. (� -� / Z.-. p.m.
Requester:
Phor4 2.��2 (?6 - O31O
R. Approved per applicable codes.
COMMENTS:
Corrections required prior to approval.
AX, , oc,66e,/
11'
Date: cy +/n
ri REINSPECTION FEE REQ i RED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
,u/2-a36
—
—
, .
ROOFING MEMBRANE LIMITED WARRANTY
. .
Warranty No: MR037059 FBPCO # DC3918 Square Footage: 2000 s.f.
Building Owner: RASH & ASSOCIATION #47 '
Building Identification: MACAU CASINO
Building Address: 5700 SOUTHCENTER BLVD, TUKWILA, WA, 98188-2437
Warranty Period Of TWENTY (20) Years, Beginning On: 12/10/12
Roofing Contractor: ALL WEATHER ROOFTOP SOLUTIONS (12008) . . .
For the warranty period indicated above, Firestone Building Products Company, LLC ("Firestone"), an Indiana limited liability company, warrants to the
Building Owner ("Owner") above that Firestone will, subject to the Terms, Conditions and Limitations, set forth below, provide replacement membrane
materials sufficient to replace any area of Firestone Roofing Membrane ("Membrane') which leaks as a result of ordinary exposure to the elements or
any manufacturing defect in the Membrane. Firestone's replacement obligations over the life of this warranty are limited to the owners original cost of
the Membrane, prorated based on the remaining months of the unexpired warranty. . .
TERMS, CONDITIONS AND LIMITATIONS ,
1. The Membrane is limited to mean the Firestone brand Membrane when installed in accordance with Firestone Technical Specifications.
2. In the event any leak should occur in the Membrane: (a) The Owner must give written notice to Firestone within thirty (30) days of any occurrence
of a leak. By so notifying Firestone, the Owner authorizes Firestone or its designee to investigate the cause of the leak. (b) If upon investigation,
Firestone determines that the leak is caused by deterioration in the Membrane as a result of ordinary exposure to the elements, the Owner's sole
and exclusive remedy and Firestone's liability shall be limited to the supply of replacement membrane material sufficient to replace the affected
area of membrane; (c) Should the investigation reveal that the leak is caused by something other than causes set forth in 2(b) above,
investigation costs shall be paid by the Owner. Failure by Owner to pay for these costs shall render. this Membrane Limited Warranty ("Limited
Warranty') null and void. If the cause of the leak is determined by Firestone to be outside the scope of this Limited Warranty, Firestone shall
advise the Owner of the type and/or extent of repairs required to be made at the Owner's expense which, if the Owner properly makes, will permit
this Limited Warranty to remain in effect for the unexpired portion of its term. Failure by the Owner to make these repairs in a reasonable manner
and within a reasonable time shall render this Limited Warranty null and void. (d) Any dispute, controversy or claim between the Owner and
Firestone concerning this Limited Warranty shall be settled by mediation. In the event that the Owner and Firestone do not resolve the dispute,
controversy or claim in mediation, the Owner and Firestone agree that neither party will commence or prosecute any suit, proceeding, or claim
other than in the courts of Hamilton County In the state of Indiana or the United States District Court, Southern District of Indiana, Indianapolis
Division. Each party irrevocably consents to the jurisdiction and venue of the above-Identified courts.
3. Firestone shall have no obligation under this Limited Warranty unless and until Firestone and the licensed applicator have been paid in full for all
materials, supplies, services, warranty costs and other costs which are included in, or incidental to, the System.
4. Firestone shall have no obligation under this Limited Warranty, or any other liability, now or in the future if a leak or damage is caused by: (a)
Natural forces, disasters, or acts of God including, but not limited to, winds, hurricanes, tomadoes, hail, lightning, earthquakes, atomic radiation,
insects, or animals; (b) Any act(s), conduct or omission(s) by any person, or act(s) of war, which damages the System or which impairs the
Membrane's ability to resist leaks; (c) Failure by the Owner to use reasonable care in maintaining the membrane, said maintenance to include,
but not limited to those items listed on the reverse side of this Limited Warranty titled 'Building Envelope Care and Maintenance Guide"; (d)
Deterioration or failure of building components, including; but not limited to, the roof substrate, walls, mortar, HVAC units, etc.; (e) Condensation
or Infiltration of moisture in, through, or around the walls, copings, rooftop hardware or equipment, building structure or underlying or surrounding
materials; (f) Anyacid, oil, harmful chemical, chemical or physical reaction and the like which comes In contact with the Membrane, which
damages the Membrane, or which impairs the Membrane's ability to resist leaks; (g) Alterations or repairs to the Membrane not approved in
writing by Firestone; (h) The architecture, engineering, construction or design of the roof, roofing system, or building. Firestone does not
undertake any analysis of the architecture or engineering required to evaluate what type of roof system is appropriate; (i) A change in building
use or purpose; (j) Failure to give proper notice as set forth in paragraph 2(a) above.
'
5. This Limited Warranty shall be transferable subject to Firestone inspection, written approval, and payment of the current transfer fee.
6. During the term of this Limited Warranty, Firestone, its designated representative or employees shall have free access to the roof during regular
business hours. In the event that roof access is limited due to security or other restrictions, Owner shall reimburse Firestone for all reasonable
costs incurred during inspection and/or repair of the System that are due to delays associated with said restrictions. Owner shall be responsible
for the removal and replacement of any overburdens, superstrata or overlays, either permanent or temporary, as necessary to expose the surface
of the System for inspection and/or repair. Failure by Owner to pay these coats or to deny roof access to Firestone shall render this Limited
Warranty null and void.
7. Firestone's failure to enforce any of the terms or conditions stated herein shall not be construed as a waiver of such provision or of any other
terms and conditions of this Limited Warranty.
8. This Limited Warranty shall be govemed and construed in accordance with the laws of the State of Indiana without regard to conflict of laws.
9. .This Limited Warranty does not cover flashings, seams, adhesives, sealants, coatings or workmanship.
FIRESTONE DOES NOT WARRANT PRODUCTS INCORPORATED OR UTILIZED IN THIS INSTALLATION WHICH IT HAS NOT FURNISHED.
FIRESTONE SPECIFICALLY DISCLAIMS LIABILITY, UNDER ANY THEORY OF LAW, ARISING OUT OF THE INSTALLATION OR
PERFORMANCE OF, OR DAMAGES SUSTAINED BY OR CAUSED BY, PRODUCTS NOT FURNISHED BY FIRESTONE. THIS LIMITED
WARRANTY SUPERSEDES AND IS IN LIEU 'OF ALL OTHER WARRANTIES OR GUARANTEES WHETHER WRITTEN OR ORAL, EXPRESS OR
IMPLIED, INCLUDING, WITHOUT LIMITATION, WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. THIS
LIMITED WARRANTY SHALL BE THE OWNER'S SOLE AND EXCLUSIVE REMEDY AGAINST FIRESTONE, AND FIRESTONE SHALL NOT BE
LIABLE FOR ANY CONSEQUENTIAL, SPECIAL, INCIDENTAL OR OTHER DAMAGES INCLUDING, BUT NOT LIMITED TO, LOSS OF PROFITS
OR DAMAGE TO THE BUILDING OR ITS CONTENTS OR THE ROOF DECK. THIS LIMITED WARRANTY CANNOT BE AMENDED, ALTERED OR
MODIFIED IN ANY WAY EXCEPT IN WRITING SIGNED BY AN AUTHORIZED OFFICER OF FIRESTONE. NO OTHER PERSON HAS ANY
AUTHORITY TO BIND FIRESTONE WITH ANY REPRESENTATION OR WARRANTY WHETHER ORAL OR WRITTEN.
FIRESTONE BUILDING PRODUCTS COMPANY, LLC
By: Phil LaDuke
Authorized
C O W ILA
Signature:
Title: Director, Quality Assurance
DEC 11 2012!
PERMIT CENTER 040907
_
-
BUILDING ENVELOPE CARE AND MAINTENANCE GUIDE
(Recommendations for Buildings with a Firestone Membrane -Only Warranty)
Congratulations on your purchase of a Firestone roof membrane for your building! Your building is a valuable
asset and as such should be properly maintained. All building envelope components require periodic attention
to perform as designed and to protect your investment.
1. The building envelope, including the roof, should be inspected at least twice yearly (in the Spring and Fall), and
after any severe storms. Record maintenance procedures as they occur. Log all access times and parties
working on the roof.
2. Although Firestone roofing membranes are designed to accommodate moderate levels of standing water, the
weight of standing water, ice or snow on a roof may exceed building structural design loads. As a consequence,
good roofing practice suggests that water not be allowed to remain on the roof for more than 48 hours after a
rainfall. Roofs should have slope to drain and all drain areas should remain clean. Bag and remove all debris
from the roof since such debris can be quickly swept into drains by rain. This will allow for proper water run -off
and avoid overloading the roof with standing water.
3. The Firestone roof membrane should not be exposed to acids, solvents, greases, oil, fats, chemicals and the
like. If the Firestone roof membrane is subject to contact with any such materials, contact Firestone immediately.
4. The Firestone roof membrane is designed to be a waterproofing component -- not a traffic - bearing component --
of the building envelop. If there is to be roof traffic for any reason, contact Firestone or your Firestone Licensed
Applicator for the installation of acceptable protective walkways.
5. Although periodic inspection is recommended to assure that building components have not been subjected to
unusual forces or conditions, the Firestone roof membranes do not require maintenance under normal service in
order to perform as designed or to keep this Limited Warranty in effect. Surfacings, such as coatings, are
sometimes applied to roof membranes for a number of reasons. These surfacings are not covered under the
terms of this limited warranty, although they may be covered under a separate agreement.
6. All counterfiashing, metal work, drains, skylights, equipment curb and supports, and any other rooftop
accessories functioning in conjunction with the Firestone Roofing Membrane must be properly maintained at all
times. In addition, roof sealants (including, but not limited to Firestone Pourable Sealer and General Purpose
Sealant) and coatings are not covered under this warranty and must be maintained.
7. If any additional equipment is to be installed on your roof (e.g. HVAC units, TV antennas, etc.), contact Firestone,
in writing, for approval before proceeding.
8. Should there be an addition to the building, requiring tie -in to the existing Firestone Roofing Membrane, contact
Firestone before proceeding to ensure the tie -in is in accordance with Firestone specifications.
9. Should you have a leak:
a) Check for the obvious: clogged roof drains, loose counterflashings, broken skylights, open grills or vents,
broken water pipes or membrane damage.
b) Note conditions resulting in leakage. Heavy or light rain, wind direction, temperature and time of day that
the leak occurs are all important clues to tracing roof leaks. Note whether the leak stops shortly after each
rain or continues to drip until the roof is dry. If you are prepared with the facts, the diagnosis and repair of
the leak can proceed more rapidly.
c) Contact Firestone Warranty Services at 1- 800 - 830 -5612 immediately...but please don't call until you are
reasonably sure that the Firestone Roofing Membrane is the cause of the leak and is covered under the
terms and condition of the warranty. This warranty does not cover labor or workmanship.
Firestone feels that the preceding recommendations will assist you, the building owner, in maintaining your building
for many years. Remember, your building is an investment. To maximize your return on this investment, appropriate
care is essential.
firestone
BUILDING PRODUCTS
NOBODY COVERS YOU BETTER"
250 West 96th Street — Indianapolis, IN 46260
1- 800 - 428 -4442 * 1- 317- 575 -7000 * FAX 1- 317- 575 -7100
www.firestonebp.com
1111
SEFARATE-PERMITT
REQUIRED•FOR: 1-
1111
1
a
ell
-•
-
131-Aobtratil 3-11-
...
iREVISIONS
17—
1111
No ihanges
iunlbing r
shall be made to the T. cope
.
- . •
,
of work
without prior
will require
additional
approval ot
•
as Piping
of Tukwila
1.71
I ulrila-Building-Division.
ileyrzionq
may include
anew plan subinItall_
planlreview fees!
_
-,r1IDIVISION
,
'
•
_
“.-
1
570,10,
S..ift.
0
III
••
MO •
min
Iliimir
•
5 i
n5te
1
ii
iiiiii
•
I
f/,-
1111
•
4
:-...._•,
'."' :• kt
I
lb
L •
D F,OF
Lit-DNCE
—
oph
--
...
-
_
Perrnftflo. -
1 i
.
Etil= :
•
0 DE 1).-y,t-v-
Ar iR
-
b
Ikrel)
,.._
Plc..
! rsview approval Is subiect to errors
and omissions
.i I
.! 5 cop,structyn i i ments
does not auth la
F
2-012
t •
. ile;'don-,51-an Pcloptfd code Or
ordinance. Recieipt
.
•
: AM 0 .:.
7
OF
14
t
re
1.
0I
:8
.
acknowledged:
- i 7
"r .
j
v
6
C ty f
u
ila
u
_
-
. • X_ ._ ._.
111111111111111111111
1
ii\--osioN:
CrlY
•
JUL
EcEiv
OF TUKWILA
1 7
012
•
I
Cif.y Of Ilikwila
-
: r
. •
- 1
.4-
•
-,
.
..
, „
P
R
111-C1N
R
,
"I- 4
colic
41rj
Page 1
11 5700 Southcenter Blvd, Tukwila, WA
;I.
Google Earth: Directions
fe047, r--
7/17/2012
..:.. ice•.
00F�pTOF°r 5* LYJ T ®®9VS
Proud member .r Ell MINIM
Roof Report
For: City of Tukwila
FZLE COPY
•
P "? r t k °moo.
Written Narrative (what's existing and material to be installed)
\We will be removing the old roofing down to the wood substrate. Batten insulation is installed below r -11
We will install' /" sheetrock to achieve the class a fire rating. We are going to install a 20 year firestone
mechanically attached tpo roof system with all new coping metals - - -tpo will go up and over parapets
walls 2" on outside edge
Respectfully submitted,
Greg O'Neill
All Weather Rooftop Solutions, Inc.
D.B.A. Snohomish County Roofing
3308 Pine St # B
Everett, WA. 98201
State Contractor's License: SNOHOCR960J2
REVIEWED FOR
CODE COMPLIANCE
APPROVED
AUG 0 2 2012
City of Tukwila
BUILDING DIVISION
CITY OF TUKWILA
JUL 7 7 2012
PERMIT CENTER
Phone: (425) 258 -4400
Fax: (425) 258 -4404
www.allweatherroof.net
tI22HJ8
FILE COPY
Maximum Warranty
Term
Top Layer of Insulation
Number of Fasteners per Insulation Board
Insulation
Thickness
No Air Barrier
With an Air barrier
4' x 4'
Insulation
Board
4' x 8'
Insulation
.Board
4' x 4'
Insulation
Board
4'x8'
Insulation
,Board
Up to 25 -Year
ISO 95+
1.0 "`- 1.4"
16
1.5" - 1.9"
4
5
6
12
2.0" - 4"
CoverDeck 250
3/8"
4
5
7
14
CoverDeck 500
5/8"
4
5
7
14
DensDeck
1/4
16
1/2"
4
5
6
12
5/8"
DensDeck Prime
1/4"
4
5
6
12
1/2"
10
5/8"
4
5
4
8
HailGard
min. 1.5"
16
Up to 15 -Year
RetroGard
1/2"
4
5
8
16
FiberTop
1/2 " -1
16
ISO 300
Any
4
5
8
16
AIR BARRIERS
1. While some Firestone roof systems may require an air barrier to receive a Firestone warranty, the need for
an air barrier, as well as the type, placement and location of the air barrier must be determined by a
professional architect or engineer.
2. Air barriers systems are a component of building envelope systems that control the movement of air into
and out of buildings.
3. An air barrier may consist of a single material or of two or more materials which, when installed as a
system, make up an air impermeable, structurally adequate barrier.
4. Air barrier systems are generally comprised of building components and materials that have an air
permeability not exceeding 0.004 cfm /sf under a pressure differential of .3 in. water.
5. No single component or material has the capability to provide a complete air barrier system for a building;
therefore, air barrier systems include many components and materials that are interfaced with each other.
Firestone recommends that the individual manufacturers of these products provide written certification that
their products, when used together, meet this requirement.
6. If the air barrier is to perform its intended role, it must meet a number of requirements:
• Continuity: the assembly must be linked together and sealed at all laps, seams, perimeters and
penetrations to ensure that there is no break in the air tightness of the envelope.
• Structural Integrity: The air barrier must be capable of resisting the imposed load or must be
supported by one that can. It must be capable of resisting the strongest wind load acting as either a
pressure or suction without rupturing or breaking away from its support. The air barrier and its support
must be sufficiently rigid to resist displacement.
• Air Impermeability: A major requirement of an air barrier is that it offers a high resistance to airflow.
REVIEWED F1Rtur
CODE COMPLIANCE
APPROVED
AUG 0 2 2012
City of Tukwila
BUILDING DIVISION
: Durability depends largely on how a material reacts to a specific environment such as
temperature, ultra - violet radiation, and to the presence of other materials (incompatibility).
RECEIVED...
CITY OF TUKWILA
AUG 012012
INJQMPLETE
LTR#
Roofing System Attachment Guide
Interim Updates at: www.firestonebpco.com
Revision No. 2 03/26/2007
17
TABLE 1.06.1
Firestone
Fastener
For The Attachment Of:
Attached To The Following Structural
Decks
Other accessories
0
o
O
•
o o
�j
_
_
m 2.
°3 2
m
-
ermination Bars
Seam Plates
Firestone Batten Strips
Roofing insulation
( Desi • n Guidefor
additional
Acceptable for 20/30 year
warranty'
Gea
Support
CCOPaGag
T.I.S.
Sheet
No.
See the specific fastener TIS for specific application data
1001
All- Purpose Fastener
/
/
c1
Cl
1002
Heavy -Duty Fastener
/
/
/
✓
c% cf
✓
IIIII=
✓
✓
1005
Concrete Drive Fastener
1
1
1
1
1
/
e
Do not use with polymer batten strips.
1006
Polymer Fastener
/
/
1
Special battens and plates required
1007
Firestone AccuTrac Kit
c1
1
Insulation to steel and wood roof decks with Buildex AccuTrac installation equipment. A kit consists of both fasteners and insulation plates for the
AccuTrac tool.
1008
Coated Drive Pin Fastener
Do not use this fastener with Polymer Batten Strips or attachment of insulation.
1009
HD Plus Fastener
c1
c1
c1
1 C/ C/ 1
I''
Firestone Metal Batten Strips in Batten in the Seam (BITS ), M A S and Reinforced MAX, mechanically attached systems.
1011
Purlin Fastener
/
/
Membrane and QuickSeam R.M.A. Strip to 12 —18 gauge structural steel purlin.
The Firestone Purlin Fastener can be used in conjunction wi h Firestone 2" Metal Plates, Firestone V- Plates, or batten strips.
1013
#12 Belted Fastener
I
I r/
I
Insulation to steel (18 -24 ga.) and wood.
Belted fasteners must be installed with the IF160 automatic installation tool available from SFS INTEC.
When used for insulation attachment, the Firestone IFC /PH 2.75" x 2/75" (70 mm x 70 mm) plate is used.
1014
#15 Belted Fastener
/
1
Insulation and membrane to steel (18 -24 ga.) and wood.
The #15 Belted fasteners must be installed with the IF160 automatic installation tool available from SFS INTEC.
When used for membrane attachment, the Firestone 2 3/8" (60.3 mm) diameter plate is used.
When used for insulation, the Firestone 2.75'x 2.75" (70 mm x 70 mm) plate is used.
HailGard Fastener
✓
✓
1 G G I ■ If
1
For use with Firestone Hail Gard Insulation and OSB to approved decks. No insulation plate required.'
-
'., , S.., r1= Acceptable for use
t,
•'
t. 4
Firestone Roofing System Attachment Guide
Interim Updates at: www.firestonebpco.com
Revision No. 2 03/26/2007
18
SHEET
WIDTH
LAYOUT ATTACHMENT UT- 120 -2 -12
FOR 120° (3.1M) ULTRAPLY PANELS
FOR A UP TO A 60' (18.3M) ROOF HEIGHT
F LE C PV
Pernat No.
4. /
•
•
•
•
•
•
•
4
REFER TO DETAIL UT —LS -1 (TYPICAL)
THE FATERNG RATE SHLRil 00 THIS LAYOUT 5 E25E0 UPON FASTENER PULLOUT VALUES 00 400 085 (181.400)
OR GREATER. IF PULLOUT VALUES ARE LESS TH,SN 400 LBS. (181.41N) , USE THE F01100100 FASTENER SPACING:
PULLOUT 004006
300181 5136.180)- 389181 (181kM) 12' (304.8 mrn) -6" (152.4 mm)-12" (304.8 .mm) 0.0.
200■6E 00.70N) -280b€ (135.680) 6' (152.4 rrm) 0.0.
FIRESTONE HD OR HD PLUS
FASTENERS AND HD OR
HD PLUS PLATES AT
12° (304.8mm) o.c.
REVIEWED FOR
Two so° (CODE COMPLIANCE
PERIM -1' SHEETAPI'iiO V ED
AUG 0 2 2012
City of Tukwila
BUILDING DIVISION
AUG RECEiNiED
CITY OF TUKWILA
0120
PERMIT CENTER
NOTE: THESE DRAWINGS REPRESENT
FIRESTONE'S MINIMUM REQUIREMENTS
,AND DO NOT NECESSARILY MEET
CODES.
MAXIMUM WARRANTY: 20 YEARS
Twestone
NOBODY COVERS YOU BETTER:"
www.tirestonebpco.com
UT- 120 -2 -12
ULTRAPLYT" TPO
ACCEPTABLE SYSTEM
ISSUE / REVISION
DATE
DETAIL NO.
MAS
INCOMPLETE
TR #� D �
NOT TO SCALE
NOT TO SCALE
REVIE
CODE , :'t 4 ._..
APPRc4 ::,:. 3 :sad as
gypsum concrete
AUG 0 2wy� and
r
MANUFACTURER
J
Georgia - Pacific Corporation
55 Park Place, 19th Floor
Atlanta. GA 30303
Technical Hotline: (800) 225 -6119 (8 -6 ET)
Web Site: www.gpgypsum.com
DESCRIPTION J
DensDeck° Roof Guard is an exceptional fire
barrier, thermal barrier and recovery board
used In various commercial roofing systems.
The patented DensDeck design employs
glass mat facings front and back that are
embedded into a water - resistant gypsum
core, providing excellent fire resistance,
moisture resistance and wind uplift properties.
The unique construction of DensDeck provides
superior flute spanning that stiffens and pro-
vides increased foot traffic resistance to the
roof deck. Additionally, DensDeck has been
shown to withstand delamination,
deterioration, warping and Job -site damage
more effectively than roofing membrane
substrates such as paper -faced gypsum
board, fiberboard and perlite insulation.
DensDeck resists the growth of mold and mildew
per ASTM D 3273.
r
PRIMARY
Roof system manufacturers and designers
have found DensDeck roof board to be com-
patible with many types of roofing systems,
Including: built -up, modified bitumen, single
wood shingle and shake,
ard, as well as an over-
board for polyisocyanurate
ulation. DensDeck can
form board for poured
eck in roof applications as
for spray foam roofing
" DensDeck may also be
used in vertical applications as a backer
board or liner for +e roof side of parapet wails.
City of TO,
BUILDING D
bran a manufacturers have hot
t or t.j h applications directly to
using a primer or base
the system manufacturer for
their recommendations with this application.
System manufacturers and designers have
RECENELIfound DensDeck to be compatible with bond -
CITY OF TU dhesives for fully - adhered single -ply
cane applications.
AUG O 1 �O nsDec k's exceptional moisture resistance
/1UU low R -value make it the preferred substrate
PERMIT retarders.
T"ER M lT CENArILeffbellent fire barrier, DensDeck features a
noncombustible core and inorganic surface
FILE C
PV
DENS
Doe guard
0)
that offers greater fire protection than other
conventional commercial roofing products
when applied over combustible roof decks
and steel decks. DensDeck is FM tested and
approved as the only 'M gypsum product
to meet the calorimeter requirements for
conventionally insulated decks. Tested in
accordance with ASTM E 84, its surface
burning characteristics are Flame Spread -0
and Smoke Developed-O. 3t" DensDeck can
replace any generic Type X gypsum board in
any roof assembly in the UL Fire Resistance
Directory under the prefix "P"
LIMITATIONS
DensDeck is designed to act with a properly
designed roof system.The actual use of
DensDeck Roof Guard as a roofing component
is the responsibility of the roofing system's
designing authority. Georgia - Pacific does not
offer rooting system design services.
Conditions beyond the control of
Georgia- Pacific such as weather conditions,
dew, application temperatures and
techniques may cause adverse effects with
adhered roofing systems. Always consult
roofing manufacturers for their specific
instructions on applying their products to
DensDeck Roof Guard.
Panels must be kept dry before, during
and after installation. Apply only as much
DensDeck as can be covered by a roof
membrane system in the same day.
Accumulation of water due to leaks or
condensation In or on DensDeck Roof Guard
must be avoided during construction and after
construction. Avoid over -use of non - vented
direct -fired heaters during winter months. Avoid
application of DensDeck during rains, heavy
fogs and other conditions that may deposit
moisture on the surface.
The need for a separator sheet between the
DensDeck Root Guard and the roofing membrane
shall be determined by the roof membrane
manufacturer or roofing systems designer.
When applying solvent -based adhesives or
primers, allow sufficient time for the solvent to
flash off to avoid damage to roofing components.
Maximum flute span is 296" for'/." DensDeck;
5" for DensDeck; and 8" for s%" DensDeck
Fireguard' Type X.
' /o" DensDeck Is not recommended for
vertical parapet applications.
Hot mopping directly to DensDeck:
1. For full mopping applications, use asphalt
heated to a maximum application tempera-
ture of 425° F. (Type III asphalt)
El. OK
TM
2. If type IV is required because of slope
limitations, consider the use of ribbon or
spot mopping, or the installation of a
perforated base sheet.
3. Full mopping of fully asphalt coated felts or
impermeable base sheets such as modified
bitumen is not recommended.
4. Ensure that proper pressure is applied
to the roll to make contact with the
DensDeck. Use a broom to press the
membrane Into place.
Torch applied directly to DensDeck:
1. Prime the surface of the DensDeck
and allow to dry thoroughly, or use
DensDeck Prime -.
2. Ensure proper torching technique. Limit
the heat to the DensDeck substrate.
Maintain a majority of the torch flame
directly on the roll.
3. Use flat insulation plates.
4. Ensure proper pressure is applied to the
membrane roll to make contact. Brooming
may be required at the end of rolls.
5. Consider the use of strip or spot torched
base membranes to allow the lateral
movement of moisture.
Consult membrane manufacturer for specific
system installation instructions.
TECHNICAL DATA
Flame spread 0, smoke developed 0, when
tested in accordance with ASTM E 84 or
CAN /ULC -S102. Noncombustible when
tested in accordance with ASTM E 136.
DensDeck Fireguard: UL Classified when
tested in accordance with ASTM E 119.
'/" DensDeck has been tested by Factory
Mutual for 60 psf and 90 psf wind uplift for
BUR, EPDM, thermoplastics and modified
bitumen roof systems: Higher wind uplift
ratings have been achieved by numerous
membrane manufacturers using DensDeck in
their FMRC - approved construction designs.
INSTALLATION
1. DensDeck should be used with fasteners
specified in accordance with FM require-
ments and roof membrane manufacturer's
written recommendations.
2. For wind uplift/FMRC compliance where
DensDeck is mechanically attached to
metal decks, DensDeck shall be installed
to the specifics of the FMRC design assembly
ISO 9000 ID No.: S723 -PRD -073
wigwam
APPROVALS:
RaiergemfaXamli
LT
2,,S1
3. For installations Involving BUR, EPOM,
thermoplastics and modified bitumen
roof systems, call the GP Technical Hotline
at 1-800-225-6119 for fastener pattems of
GP's FMRC uplift assemblies.
4. In accordance with approved shop
drawings, FM- approved fasteners shall
be installed with plates through the
DensDeck°, flush with the surface.
5. Where DensDeck is installed over com-
bustible wood decks or insulation, all joints
should be staggered. The optional separator
sheet should be installed prior to DensDeck
installation.
6. Edge Joints should be located on, and
parallel to, deck ribs. End joints of adjacent
lengths of DensDeck should be staggered.
7. The securement of the roof system must
be enhanced at the building comers and
perimeter per FM.
8. Adhered Systems: Insta -Foam Products,
Incas Insta -Stik Adhesive used with 1/4"
DensDeck achieved 2a FMRC Class
1 -180 according to test report 1Y7A5.AM
In selected Class 1 Insulated steel and
concrete deck roof construction. Contact
Insta -Foam Products, Inc. for details at
1- 800 -800 -FOAM.
9. DensDeck shall be installed with ends
and edges butted tightly.
10. DensDeck is manufactured to conform to
ASTM C 1177.
Thickness:
PRODUCT DATA
1/4"(6.4mm);' "
(12.7mm);
(15.9mm) Fireguard*
Type X
Widths: 4' (1220mm) standard,
'Al" (3mm) tolerance
Lengths: 8' (2440mm) standard, tolerance
'" (6.4mm); Optional: 4' (1220mm)
available; other lengths special order
Edges: Square
Spanning: 1/4" DensDeck spans flute widths
up to 2% ";'2" DensDeck spans
flute widths up to 5"; 5/r! DensDeck
spans flutes up to 8' wide
PHYSICAL'PROPERTIE8
PROPERTIES
1/4" DENSDECK•
1/2" DENSDECK'
%" DENSDECK• FIREGUARD*
Thickness, nominal inches
6/1e"
+h -
•
Width, standard
4'
4'
4'
Length, standard
8' t' /4 ^-
W.* ,1A"
8'-* IA" :.
Weight, IbsJM sq. ft., nominal
1100
1950
2500
Surfacing'
Glass mat
:. Glass-mat
Glass: mat °'
Flexural Strength, Parallel, lbs. min.'
40'
80'
100°
Flexural Strength, Perpendicular, lbs. min.'
50`
-.1004
140°
Flute Spanability'
2%"
5"
8°
Permeance ,Berms' .
50
32
R Value'
.28
.56
.67
Coefficientto(Thermal Expansion,
Inchesfinch/ °F
8.5 x 10°
8 :5•x 10 .
8.5 x 104_
Linear Variation with Change In Moisture
infin/%RH
6.25 x 104
6.25 x 104
6.25 x 104
Absorption, ,Al, max` _` , .
10.0 •
; 10.0 - =
10.0
Compression, psi
500
500
500
Surface Water Absorption, grams'
2.5 _
2:5 .
2.5
Flame Spread
Smoke Developed (ASTM E 84)
0
0
0
Fire:Classlfication
UL Class A, UI G S-102
UL •1256 ULC•8 128` .
UL 790 ULC S =.107
-
FMRC Class 1
, .UL 1258, ULC S 128, `,, .
UL Class A , ULC 102-:
; Lit: /90, ULC S -107°
FMRC-Class 1
ULLClasslfled "P" assemblies .
MC. S,101 ,
UL 790, ULC S -107
FM Uplift Approvals
60 and 90 psf uplift
FMRC 1-60, 1 -90
FMRC 1 -60, 1 -90
Tested in accordance with ASTM E 681 (400 lb. conc. load). 'Tested In accordance with ASTM C 473.
'Tested in accordance with ASTM C 355 (dry cup method). sASTM C 1177 minimums.
'Tested in accordance with ASTM C 518 (heat flow meter).
Technical Information
U.S.A. and Canada: 1-800-225-6119
Mon. -Fri., 8 a.m.-6 p.m.
Sales Information and Order Placement
U.S.A.
Midwest:
South:
Northeast:
West:
1- 800 -876 -4746
1 -800- 327 -2344
1 -800- 947 -4497
1- 800 - 824 -7503
CANADA
Canada Toll Free: 1- 800 - 387 -6823
Quebec Toll Free: 1 -800- 361 -0486
Canada Toll Free Fax: 1 -800- 387 -8975
Or visit our Web site at www.gpgypsum.com
DENSDECK PRIME Is a trademark and DEHSDECK ann FIREGUARD
aro rcr; slerou Ir ucmar,s of G-P Gypsum Corpomron.
e 2004 G.P Gypsum Corporuton All r jhts rosorm Kl.
Printed in the USA .k' $. XXX UI. Itcrn 4 101510.
'Firestone
BUILDING PRODUCTS
ISO 9000 ID No:: S723 -PRD -073
Georgia - Pacific
3.1 Membrane Installation
3.1.1 Membrane Installation - General
P TPo
FILE C . PY
Permit No.
Firestone recommends for each system the following panel widths.
Ballasted - Inverted
Prior to the installation of the roofing membrane, the contractor must check if the roof substrate complies with
Firestone's design instructions.
Any defects in the substrate need to be corrected and the final surface has to be prepared to meet the require-
ments previously outlined.
It is important that the substrate is free of any sharp objects and /or products that may damage the membrane.
Wipe the substrate or install a geotextile when required.
Place the TPO roll as close as possible to its final position. Inspect the wrapper and TPO roll for damage before
and during the installation. Unroll the TPO membrane and prior to any attachment, cutting or welding, allow
each panel to relax a minimum of 30 minutes. Cut a cross - shaped opening above every drain to evacuate excess
ponding water, in case of sudden rainfall.
The TPO panels shall be installed in a fashion so that field and flashing splices are installed to shed water. Straight
cuts are very important for a neat and easy application.
Allow ample material for splicing determined by the type of seam and tie -ins.
Temporary ballasting during installation may be required to keep the membrane in place until it is secured to the
substrate. Suggested temporary ballasting includes sand bags and other non - abrasive materials such as rubber
tires, etc. Never leave the project without temporary ballasting loose laid sheets.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
AUG 0 2 2012
•
City of Tukvvila
BUILDING DIVISION
TPO Installation
ASKIULA
JUL 17 2012
PERMIT CENTER
D12 -23$
3.4
3.1.2 Membrane Installation - Mechanically Attached (M.A.S.)
• Applicability
This technique is applicable for the mechanically attached system M.A.S..
• Installation Instructions
Consult the wind design calculation for information about the density and position of the plates and fasteners
and the size of local wind zones (zones of high wind pressure, such as perimeter, ridge, base of roof step, base
of penthouse, etc.).
Select the size of the panels in function of the wind uplift requirements. Consult the table below to identify the
most appropriate panel width.
Spacing between fastener rows (m) ,"
Panel width' (m)
1.35
1:50 ..:.. .
1.85 .
2.00.
Position adjoining sheets with a side overlap of 150 mm in case of a mechanical anchoring in the seam and a
minimum of 75 mm for seams with no mechanical anchoring. Allow the membranes to relax a minimum of 30
minutes.
Orient TPO panels so that any exposed (cut) edges of a panel are used as the bottom panel in splices whenever
possible. If cut edges are exposed, they must be sealed with Firestone Cut Edge Sealant or TPO General Purpose
Sealant.
The inside edge of the membranes are mechanically attached to the substrate with approved plates and
fasteners. The plates need to be positioned at least 20 mm in from the edge of the membrane.
In the central zone of the roof, the membrane shall be mechanically attached with approved plates and fasteners
in the side laps of the membrane. On metal decks it is important that the membranes run as much as possible
perpendicular to the direction of the flutes of the deck, to avoid overloading of the structure.
At perimeters and in zones of higher wind pressure, the TPO membrane may be either fully adhered to the
substrate following the technique described hereafter or mechanically attached in the overlap. When wind
calculations require an even smaller spacing between fastener rows than mentioned in the table above, a
2.00 m wide membrane may be cut in half on site to produce a panel width of 1.00 m providing spacing
between fastener rows of 0.85 m.
A row of fasteners and plates shall be installed along the inside edge of the perimeter sheets, to separate the
perimeter zones from the central zone of the roof. In the case of a fully adhered perimeter zone, care must
be taken not to apply Bonding Adhesive onto the inside portion of the perimeter sheets located beyond the
fastening plates.
When working onto a continuous support (concrete, wood, ...), an alternative layout for TPO sheets may be
used for practical reasons. In this layout, perimeter zone panels are laid parallel to the parapet. Field zone panels
can be laid in the most practical direction.
The fasteners must be properly engaged in the deck. Use caution not to overdrive fasteners, as this will reduce
the pull -out value of the fastener. An electric screw gun with an automatic clutch control or an automatic
installation tool may be used. Once the tools have been set, all fastener installation will be consistent.
The end and side laps of adjoining sheets shall be spliced as outlined in the following section.
TPO Installation
3.1.3 Membrane Installation with Bonding Adhesive
• Applicability
This technique is applicable for fully adhered systems and as an alternative to mechanical attachment in the
perimeter zones of the mechanically attached system.
• Installation Instructions
Position adjoining sheets with a minimum overlap of 75 mm and allow to relax a minimum of 30 minutes.
Orient TPO panels so that any exposed (cut) edges of a panel are used as the bottom panel in splices whenever
possible. If cut edges are exposed, they must be sealed with Firestone Cut Edge Sealant or TPO General Purpose
Sealant.
Fold the first membrane back, evenly onto itself so as to expose the underside and the substrate. The sheet fold
should lay smooth so as to minimize the formation of wrinkles during and after installation.
Before bonding, remove excess dust or other contaminants. Wipe the substrate and the mating surface of the
sheet with a stiff broom.
The TPO- sheets are to be fully adhered with TPO Bonding Adhesive. Stir the Bonding Adhesive before and during
application to achieve a uniform mix with no sediment on the bottom. Properly mixed adhesive is critical for
desired performance and uniformity of the bond.
The Bonding Adhesive must be roller applied in a thin even coat on both mating surfaces. Firestone recommends
a two -man operation to facilitate equal drying times. Apply Bonding Adhesive to lighter coloured surface and /or
shady surfaces first to aid in drying. Avoid globs or puddles of adhesive during application. An excess of adhesive
will prolong the drying time and reduce production. Use large solvent resistant rollers with short hairs to apply
the adhesive evenly. Care must be taken not to apply Bonding Adhesive over an area that is to be welded to
another sheet. Use a chalkline to mark the splicing area that has to remain clean.
Let the solvents evaporate naturally until the adhesive is tacky. Drying time will differ with various climatic con-
ditions and coverage rate. Never use a hot air dryer to accelerate this process. Solvent -based adhesives tend
to surface -flash during cold weather, forming an outer skin on the surface before the entire adhesive has had
sufficient time to flash off.
Touch the surface with a clean, dry finger to check the adhesive for dryness. As you are touching the adhesive,
push straight down to check the mass of adhesive under its surface for stringing. Push forward on the adhesive
at an angle to ensure that it is dry throughout its thickness. If either motion exposes wet or stringy adhesive
when the finger is lifted then it is not ready for mating. Allow extra time for the adhesive film to properly flash
off before retesting. Adhering two surfaces that have not completely flashed off will result in blisters and bubbles
in the membrane, caused by the trapped solvents.
As the first sheet is flashing off, lay out the adjoining sheets and allow them to relax.
Bond the membrane, starting at the fold. Roll the previously coated portion of the sheet into the coated sub-
strate, slowly and evenly to minimize wrinkles.
Compress the bonded half to the substrate with a stiff brush to ensure proper contact. Extra compression will
strengthen the bond. Repeat the bonding procedure to complete the bonding of the sheet.
Take special precautions when the outside temperature is below 10 °C, when the dew point is near the ambient
outside temperature. Certain combinations of temperature and humidity may cause condensation on the surface
of the Bonding Adhesive. This is referred to as "blushing ". If this condition occurs, do not mate the surfaces.
Wait until the ambient air conditions no longer cause condensation, dry the surface with clean, dry rags, apply
a thin additional layer of adhesive and proceed.
TPO Installation
3.5
3.6
3.1.4 Membrane Installation with Ballast
■ Applicability
This technique is applicable for ballasted and inverted systems.
■ Installation Instructions
Position adjoining sheets with a minimum overlap of 75 mm and allow to relax a minimum of 30 minutes.
Orient TPO panels so that any exposed (cut) edges of a panel are used as the bottom panel in splices whenever
possible. If cut edges are exposed, they must be sealed with Firestone Cut Edge Sealant or TPO General Purpose
Sealant.
Cover loosely laid roofing sections as soon as possible with:
• Gravel, in the form of round, smooth, river washed aggregate without. broken pieces of adequate size
(nominal 16 -32 mm). Make sure that the roofing membrane is completely covered. A ballast of minimum
50 kg /m' is required. However this may not always provide complete membrane coverage or meet local
requirements.
• Graduated, crushed gravel. This type of ballast contains broken pieces and may damage the TPO membrane
during installation. Firestone therefore recommends installing a geotextile (min. 200 gr /m2) between ballast
and membrane.
• Concrete pavers, with smooth trowel finish. Install a geotextile directly beneath the concrete pavers.
• Other types of ballast may be used (earth, poured concrete, etc.) for other types of applications (parking
decks, green roofs, etc.) but require a specific study. Consult local standards for type, adequate size, and
minimum weight of ballast and consult Firestone's Technical Department for appropriate detailing.
• In case of re- roofing, existing gravel may be re -used on the new roofing system provided it is of adequate
size and weight. It is recommended to install a geotextile (min. 200 gr /m2) between the TPO membrane and
the recovered gravel.
Do not stock pile ballast on the roof deck. Spread the ballast over the TPO membrane as specified, using soft
tools (rubber -tyre buggies, squeegees, etc.), avoid direct contact with the membrane when projected.
Spread the ballast around details by hand /foot so as not to damage the freshly installed detail. Any ballast that
is displaced by a walkway pad, should be distributed around the pad so as to maintain the specified average
coverage rate.
On roofs with a flat edge, the installation of TPO walkway pads within 3 m of the roof edge is not allowed. Use
concrete pavers.
For Inverted Systems, install the extruded polystyrene insulation directly over the TPO membrane. The insulation
boards shall be installed within 6 mm of all projections. Do not bond the insulation boards to the membrane or
to each other.
Unroll a protection mat over the insulation overlapping at side laps a minimum of 100 mm and at end laps a
minimum of 150 mm. The mat shall extend up at all vertical penetrations 10 mm above the ballast.
TPO Installation
3.4 Wall Flashing
The Wall Flashing details are in line with the two methods of base tie -in, previously described. Either the field
membrane has to be welded onto Firestone UltraPly Coated Metal flashing (see § 3.3), or the upstand can be
flashed with separate strips of TPO membrane. The wall flashing should always be terminated with one of the
details illustrated at the end of this document.
3.4.1 Flashing using TPO Membrane
■ General Installation Instructions
Evaluate the substrate and the quality of all existing flashings. The substrate must be secure and allow for
adequate adhesion. Textured masonry, corrugated metal panels, uneven substrates and some insulation mate-
rials may require an overlayment in accordance with the requirements previously mentioned. If adhesion is
not sufficient, remove loose, unsecured, mineral surfaced or coated flashings to provide a smooth and sound
substrate.
Intermediate attachment of the TPO wall flashing is required regardless of wall height when TPO membrane is
not adhered to the wall or curb, under the conditions mentioned in the table below.
Wall Height
Intermediate attachment requirements
up to 0.45 m
None .
>'0.45 m '` ,
Every;0 6 m, °using approved fasteners and plates 300 rnm o.c. max.
When the TPO membrane is adhered to the wall or curb, intermediate attachment is required under the condi-
tions mentioned in the table below.
.
Wall Height
.:'
Intermediateattachment requirements
up to .1.0 m
None _ = ,
From 1.0 to 2.0 m
One attachment at 'h wall height, using approved fasteners and plates 300 mm o.c.
max.-
Above 2.0 m . "
="
One. attachment' every 1 m using;approved fasteners:and plates 300 mm o.c: max.
All seams must meet requirements mentioned in § 3.2.
When measuring the width of the TPO material, allow the TPO strip to cover the wall to the height required,
plus min. 150 mm for the seam onto the horizontal TPO sheet and an additional 150 mm for every intermediate
attachment required as per indications above. The longest pieces practical can be used to flash high walls to the
specified height. Selecting the correct cut for TPO strips is a time saver.
3.10
TPO Installation
• Adhering TPO membrane to the wall /curb
Position the TPO strip 150 mm from the angle break along the wall to be flashed. Apply Firestone UltraPly TPO
Bonding Adhesive at about the same time to both the membrane flashing and the surface to which it is being
bonded so as to allow approximately the same drying time. Apply the adhesive by rolling it onto the mating
surfaces evenly, avoiding globs or puddles. Make sure not to apply any adhesive to any area to be welded.
Allow the TPO Bonding Adhesive to flash off until tacky. Touch the Bonding Adhesive with a clean, dry finger to
be certain that the adhesive does not stick or string. As you are touching the adhesive, push straight down to
check for stringing, also push forward on the adhesive at an angle to ensure the adhesive is ready throughout
its thickness. If either motion expresses wet or stringy adhesive when the finger is lifted, then it is not ready
for mating. Flash off time will vary depending on the ambient air conditions. When flashing to metal work, the
metal will act as a barrier to the solvents. The solvents can only dry through one surface (the adhesive), this will
make the drying process slower than onto the membrane.
Roll the TPO flashing into the wall, keeping a rounded leading edge. Mate the flashing by hand and broom with
a stiff brush.
Complete the splice between membrane flashing and the main roof sheet by hot air welding. Please refer to
53.2 for further details about lap splicing.
• Special Considerations
Adjoining wall flashings are overlapped using standard seaming techniques. The installation of a joint cover piece
at the base is required.
TPO Installation
3.11
3.6 Pipe Penetrations
3.6.1 Penetrations General
This section provides information with regard to detailing around circular and odd shaped roof penetrations.
All penetrations passing through the membrane should be flashed using one of the following techniques:
• Pre - Molded Pipe Flashing.
• Field fabricated pipe flashing.
• Penetration pocket.
For re- roofing applications, all existing flashings should be stripped off (i.e. lead, existing roofing membranes,
mastic, etc.) prior to installation of the new detail. The flashing seal must be made directly to the penetration.
All pipes must be anchored to the deck, as loose pipes move and may damage the flashing.
All TPO components should be protected from direct contact with steam or heat sources when the in- service
temperature of the penetration is in excess of 60 °C. In such cases the flashing can be installed directly to an
intermediate insulated cool sleeve.
All metal edges used at pipe penetrations must have rounded corners.
3.6.2 Pre - molded Pipe Flashing
• Applicability
Firestone UltraPlyTM TPO Pipe Flashings are specifically designed to be used in roofing applications for flashing
of round penetrations.
The Universal Pre - molded Pipe Flashing is designed for circular pipes from 25 to 152 mm in diameter where
the top of the pipe is accessible. The Large Pre - Molded Pipe Flashing is designed for circular pipes from 106 to
203 mm in diameter where the top of the pipe is accessible.
This technique is not applicable for the following situations: structural steel tubing, multiple penetrations close
to one another, when the pipe is too close to the wall, flexible penetrations such as cables, on uneven surfaces,
for thin metal stacks or hot pipes.
• Installation Instructions
Clean the pipe and the field membrane around the pipe (approximately 150 mm) with Splice Wash if the seam
area has become heavily contaminated with dirt, debris, mud, etc.. If the pipe is rusted or cannot be cleaned
with Splice Wash, clean it with a steel brush, then when possible with Splice Wash.
Each pipe boot will fit various penetrations and shall be cut at the correct place to insure a tight fit before instal-
lation. Select the pipe boot size that corresponds to the outside diameter of the penetration to be flashed. Cut
out a circle on the outside of a level ring of the pipe boot that is smaller than the penetration.
Cut the extra material from the pipe boot base around the indented circle. Heat weld the boot into place and
install the clamp and sealant per current UltraPly TPO specifications.
Install the stainless steel clamping ring and tighten the locking screw. It is important that the clamping ring seats
onto a flattened surface of the boot. Finish by applying a bead of General Purpose Sealant around the entire
circumference of the pipe.
TPO Installation
3.13
3.6.3 Field Fabricated Pipe Flashing
• Applicability
This technique applies to circular pipes or supports where the top is not accessible and for accessible pipes larger
than 203 mm in diameter. This technique cannot be used for multiple penetrations, flexible conduits, cables,
small pipes less than 25 mm in diameter and hot pipes.
In many cases, the field membrane should be cut to work around the penetration. The cut must be repaired
prior to installation pipe flashing. The covering piece must lap a minimum of 75 mm beyond the cut in all
directions.
• Installation Instructions
Refer to the illustrations at the end of this document for additional information.
3.6.4 Penetration Pocket
• Applicability
Penetration Pockets are designed as a last resort for flashing penetrations that cannot be flashed in any other
way. This technique applies to clusters of pipes, odd shaped roof penetrations, I- beams, small pipes less than
25 mm in diameter. Up to a pipe diameter or cluster of 90 mm a pre - molded TPO Penetration Pocket can be
used, for larger openings a pocket can be made out of TPO coated metal.
• Installation Instructions
Seal around the penetration prior to installation to prevent Pourable Sealer from flowing into the roof system
and possibly into the building.
In many cases, the field membrane should be cut to work around the penetration. The cut must be repaired
prior to installation of the penetration pocket. The covering piece must lap a minimum of 75 mm beyond the
cut in all directions.
3.14
Option A: Pre - molded TPO Penetration Pocket
Open the PVC ring and place it around the penetration. If required, cut the TPO Penetration Pocket through
the flange and side in one place and install it over the PVC ring so that the ring fits completely inside the top
overhang of the pocket. Then cut a piece of TPO flashing long enough to cover the cut in the pocket and
the membrane. Heat weld the flashing on the vertical cut in the pocket and to the lip in the cavity. Center
the pocket around the penetration and weld the flange to the membrane. Next, weld the flashing onto the
flange and cut membrane. Weld and roll the flange step -off thoroughly.
TPO Installation
Option B: Penetration pocket using TPO Coated Metal
The flange corners of the penetration pocket must be rounded prior to installation. There must be 25 mm
spacing between all penetrations and between each penetration and the side of the penetration pocket. The
minimum height of the penetration pocket is 50 mm being the minimum acceptable thickness of Pourable
Sealer. Secure penetration pocket as per base tie -in detail and flash per Firestone details. Refer to the illustra-
tions at the end of this document for additional information.
Apply the TPO QuickPrime with the dauber to all areas of the penetration and all surfaces that the pourable
sealer will contact within the cavity. Make sure that the top of the pocket is primed also. Allow the primer to
dry and add pourable sealer, being careful to mound it from the penetration to the top of the pocket to shed
water away from the penetration. Refer to the product information sheet for information with regard to storage,
mixing, preparation and application of the Pourable Sealant material. Use a stick to force the sealant between
all penetrations while pouring it into the penetration pocket. Make sure that the sealant is worked between the
pipes. Crown the penetration pocket by cresting the sealant in the centre and tapering it to the sides.
Refer to the illustrations at the end of this document for additional information.
TPO Installation
3.15
3.7 Drains and Scuppers
3.7.1 Drain with Clamping Ring
• Applicability
Roof drains with clamping ring are designed for vertical drainage of new roofs.
• Installation Instructions
When re- roofing, existing flashing, roofing materials must be removed down to the metal sump. Broken
clamping rings must be repaired or replaced. Broken drain bolts must be drilled, tapped and replaced.
Provide a clean even finish on the mating surfaces between the damping ring and the drain bowl.
Taper insulation around the drain to provide a smooth transition from the roof surface to the drain. Use tapered
insulation with suitable bonding surface to create a slope. The slope shall not exceed 1:12.
Position the TPO membrane, then cut a hole for the roof drain. Cut a circular drainpipe, but allow 10 to 20 mm
of membrane extending inside the clamping ring past the drain bolts.
Make round clean holes in the TPO membrane to align with clamping bolts. Use a paper punch or a hammer.
Do not cut the membrane back to the bolt holes.
Place Water Block on top of the drain bowl below the membrane where the clamping ring will sit. Use a mini-
mum of one half tube per drain.
Place the clamping ring over the TPO membrane and install the clamping bolts. Tighten the clamping bolts to
achieve a constant compression.
Install the drain basket and twist -lock if the drain has a twist -lock system.
3.7.2 Roof Drain Insert
• Applicability
Drain inserts are typically used on drains with little or no sump and for re- roofing applications.
• Installation Instructions
Remove the existing drain inserts on re- roofing projects.
The field sheet must be in place prior to installation of the drain insert. Cut a circular hole over the centre of the
drain. The hole should be as large as the drainpipe.
Install the drain insert in the hole. Apply a layer of Water Block sealant between the flange of the drain insert
piece and the TPO membrane around the drainpipe. Use a minimum of one quarter of a tube per drain. Drain
insert flanges may be fastened using plates and fasteners.
Heat weld a piece of TPO membrane or TPO Unsupported Flashing to the flange and onto the field membrane.
Please refer to the § 3.2 for overlap and welding requirements.
All cut edges with scrim exposed must be sealed with Firestone UltraPly TPO Cut Edge Sealant or TPO General
Purpose Sealant.
3.16
Refer to the illustrations at the end of this document for additional information.
TPO Installation
3.7.3 Scupper
• Applicability
Scuppers are used for roofs with a horizontal drainage system in vertical walls.
• Installation Instructions
The scupper insert piece usually consists of a welded metal sleeve fabricated using TPO Coated metal or of a
pre - molded TPO scupper insert piece.
The entire interior of the flange needs to be flashed if the scupper insert is not welded watertight. All corners
of the flanges need to be rounded. Remove existing scuppers and provide new watertight ones on re- roofing
projects.
The TPO wall flashing membrane must be in place prior to installation of the scupper insert. Cut a hole over the
centre of the drain. The hole should be as large as the drainpipe.
Install the drain insert in the hole. Apply a layer of Water Block sealant between the flange of the scupper insert
piece and the TPO membrane around the drainpipe. Use a minimum of one quarter of a tube per drain. Scupper
insert flanges may be fastened using plates and fasteners.
Heat weld a piece of TPO membrane or TPO Unsupported Flashing to the flange and onto the field membrane.
Please refer to the § 3.2 for overlap and welding requirements.
All cut edges with scrim exposed must be sealed with Firestone UltraPly TPO Cut Edge Sealant or TPO General
Purpose Sealant.
Refer to the illustrations at the end of this document for additional information.
TPO Installation
3.17
July 20, 2012
City of Tukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
Greg O'Neill
2108 Howard
Everett, WA 98203
RE: Incomplete Letter #1
Development Permit Application D12 -238
Macau Casino — 5700 Southcenter BI
Dear Mr. O'Neill,
This letter is to inform you that your permit application received at the City of Tukwila Permit Center on
July 17, 2012 is determined to be incomplete. Before your application can continue the plan review
process the attached /following items from the following department(s) need(s) to be addressed:
Building Department: Allen Johannessen at 206 433 -7163 if you have any questions
regarding the attached comments.
Please address the comments above in an itemized format with applicable revised plans, specifications,
and /or other documentation. The City requires that two (2) sets of revised plans, specifications and /or
other documentation be resubmitted with the appropriate revision block.
In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every
resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will
not be accepted through the mail or by a messenger service.
If you have any questions, please contact me at the Permit Center at (206) 431 -3670.
Sincerely,
rshall
:nician
Enclosures
File: D12 -238
W: \Permit Center \Incomplete Letters\2012 \D12 -238 Incomplete Ltr # 1.doc
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665
Tukwila Building Division
Allen Johannessen, Plan Examiner
Determination of Completeness Memo
Date: July 19, 2012
Project Name: Macau Casino
Permit #: D12 -238
Plan Review: Allen Johannessen, Plans Examiner
The Building Division has deemed the subject permit application incomplete. To assist the applicant in
expediting the Department plan review process, please forward the following comments.
(GENERAL NOTE)
PLAN SUBMITTALS: (Min. size 1 1x17 to maximum size of 24x36; all sheets shall be the same size).
(If applicable) Structural Drawings and structural calculations sheets shall be original signed wet
stamped, not copied.)
1. Per the written narrative 1/4" sheetrock is specified for the installation over the roof deck prior to the
new roof membrane installation. Please specify the type of '/4" sheetrock. Per ESR -2831, ICC
evaluation report, for Barrier or Cover Board it specifies 1/4" G -P Gypsum Corporation "Dens Deck ".
Please specify the specific "Dens Deck" gypsum board per ESR report for clarification or the
specific type of sheetrock to use per manufactures recommendations on your written narrative. Also
specify the pattern for attaching to the roof deck and type of fasteners.
Should there be questions concerning the above requirements, contact the Building Division at 206 -431-
3670. No further comments at this time.
*PERMIT COORD COMP
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D12 -238
PROJECT NAME: MACAU CASINO
SITE ADDRESS: 5700 SOUTHCENTER BL
DATE: 08/01/12
Original Plan Submittal X Response to Incomplete Letter # 1
Response to Correction Letter #
Revision # after Permit Issued
EPART E
940, ^
Pox /L .
i ing !vision Fire Preven ion mi
Public Works ❑ Structural
Planning Division
Permit Coordinator n
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
Incomplete
DUE DATE: 08/02/12
Not Applicable n
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS ROUTING:
Please Route 11 Structural Review Required n
REVIEWER'S INITIALS: DATE:
No further Review Required n
APPROVALS OR CORRECTIONS:
Approved
Notation:
DUE DATE: 08/30/12
Approved with Conditions Nfl, Not Approved (attach comments) ❑
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TISPERMIT COORD COP`S
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D12 -238 DATE: 07/17/12
PROJECT NAME: MACAU CASINO
SITE ADDRESS: 5700 SOUTHCENTER BL
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # after Permit Issued
DEPA TMENTS:
Buildin. Ir'vision
Public Works
11'
Fire Prevention
Structural
Planning Division
Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Incomplete EJ
DUE DATE: 07/19/12
Not Applicable
Comments:
Permit Center Use Only � I � /'v � I
INCOMPLETE LETTER MAILED:
Departments determined incomplete: Bldg
LETTER OF COMPLETENESS MAILED:
Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS ROUTING:
Please Route
Structural Review Required
REVIEWER'S INITIALS:
No further Review Required
DATE:
APPROVALS OR CORRECTIONS:
Approved
Notation:
REVIEWER'S INITIALS:
Approved with Conditions
DUE DATE: 08/16/12
Not Approved (attach comments)
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Web site: http: / /www.TukwilaWA.gov
REVISION
SUBMITTAL
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: °k Ol1Zo\2 Plan ChecWPermit Number: S) - 2 3
Response to Incomplete Letter #
❑ Response to Correction Letter # RECENED
❑ Revision # after Permit is Issued ^7ry nF rtorwu
❑ Revision requested by a City Building Inspector or Plans Examiner AUG 012012
Project Name:
r-kC-J J ( c�.s�r\o
PERMIT CENTER
Project Address: 9i ( C) 9-) ‘c r-- \r $) 7
Contact Person: &c-9 0' 1O2,C �� Phone Number: k r 91 0 5 et '
Summary of Revision: 4t7 2 `� �`�°
, e.Q. -\cl << V Ve c)Sck, L :\ 6-P /y'' DWI SpQc `.
y\Acur\ c c p r-- t _J l\ 11,e ..0c--t (7 ; c, - Pc�.ci'ci c •
?C� C uJW-.) -cam a ice i o l�eL �, cXa ■.
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by:
[X Entered in Permits Plus on d V 1� ti-
H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc
Revised: May 2011
Contractors or Tradespeople Pier Friendly Page
•
General /Specialty Contractor
A business registered as a construction contractor with LW to perform construction work within the scope of
its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
Business and Licensing Information
Name
Phone
Address
Suite /Apt.
City
State
Zip
County
Business Type
Parent Company
SNOHOMISH COUNTY ROOFING
4252584400
3308 Pine St #B
Everett
WA
98201
Snohomish
Corporation
ALL WEATHER ROOFTOP SOLTNS INC
UBI No.
Status
License No.
License Type
Effective Date
Expiration Date
Suspend Date
Specialty 1
Specialty 2
602282985
Active
SNOHOCR960J2
Construction Contractor
4/22/2004
6/10/2013
Roofing
Unused
Other Associated Licenses
License
Name
Type
Specialty
1
Specialty
2
Effective
Date
Expiration
Date
Status
ONEILCI924MZ
ONEILL
CONTRACTORS INC
Construction
Contractor
General
Unused
7/3/2008
7/3/2014
Active
ALLWERS970J5
ALL WEATHER
ROOFTOP SOLTNS
INC
Construction
Contractor
General
Unused
4/25/2003
4/25/2005
Archived
SNOHOCR005QN
SNOHOMISH COUNTY
ROOFING LLC
Construction
Contractor
General
Unused
11/15/2000
11/15/2003
Archived
Business Owner Information
Name
Role
Effective Date
Expiration Date
KALLENBERGER, KELLY
President
04/22/2004
Bond Amount
ONEILL, WILLIAM A
Secretary
01/01/2005
FS7560378
O'NEILL, GREGORY
Vice President
04/22/2004
HAGARTY, JAMES D
Secretary
04/22/2004
04/23/2004
Bond Information
Page 1 of 2
Bond
Bond Company Name
Bond Account Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Bond Amount
Received Date
3
GREAT AMERICAN
INS. CO OF OHIO
FS7560378
10/16/2006
Until Cancelled
$12,000.00
10/31 /2006
2
ACCREDITED SURETY
Et CAS CO
1009288
10/15/2003
Until Cancelled
10/15/2006
$12,000.0010/20
/2003
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
Contury Surety
CCP767619
06/09/2012
06/09/2013
$1,000,000.00
05/30/2012
11
Contury Surety
CCP65429301
06/09/2011
06/09/2012
$1,000,000.00
05/18/2011
10
CENTURY
SURETY CO
CCP654293
06/09/2010
06/09/2011
$1,000,000.00
06/09/2010
9
CENTURY
SURETY CO
CCP601922
06/09/2009
06/09/2010
$1,000,000.00
06/10/2009
8
BURLINGTON
INS CO
HGL0018999
06/09/2008
06/09/2009
$1,000,000.0006
/09/2008
7
BURLINGTON
INS CO
HGL00161170
06/09/2007
06/09/2008
$1,000,000.00
06 /07/2007
https: // fortress .wa.gov /lni/bbip/Print.aspx
08/07/2012