HomeMy WebLinkAboutSUBMITTED PAPERS/ - - '01'
-
DATE: FEES DUE: " RECEIPT #: Permit #:
• _ Planning & Development Services Department
Building & Code Regulation Division
0 2300 Virginia Avenue S C
Ft. Pierce, FL 34982-5652 A NEED
Tel. 772-462-1553
APPLICATION .FOR ROOF PERMIT St. Lucie Count'/
SEE REVERSE SIDE FOR INSTRUCTIONS y
1. Location/Site Address: 8833 Lonesome Pine Trail, Fort Pierce, Florida 34945
2. Parcel ID Number: 2323-701-0050-000-5
Office Use
i Only
3. Description of Project or Work Activity: Tear -off main house
4. Total Roof Area (square feet): ah 5. Roof Pitch: 5/12
6. Type of Roof: [ .x] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle
[ ] Tar & Gravel [ ] Modified Bitumen [ ] Other
[ x] Product Approval required for all types of Roofing Material (2 Sets)
] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product
Approval attached
Roof Mitigation per F.S. 553.844 will be required.
7. Owner Information 8. Contractor Information
Name: William & Wanda Gahn
Address: 8833 Lonesome Pine Trail
City: Fort Pierce State: A
Zip: 34945 Phone: pa�3
9. Value of Construction: $ 2400
FL Reg/Cert #: CCC1326015
County Cert #: a
Business Name: WWW Enterprises & Son. Inc.
Cell Phone: 772-201-2039
"Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval.
CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all of th orluation contained in pplication is correct and that all work will be
done in compliapee, all app ' able 1 re g construction and zoning.
PRINT U LIFIE OWNERS NAME SIG ATURE OF QUALI OWNER
STATE OF FLORIDA, COUNTY OF
ACKNOWLEDGED BEFORE ME TIIIS DAY OF 20�BY
IS PERSONALLY KNOWN i_ TQ Mliy PR HAS
OR PRINT I AME OF
COMMISSION NUMBER
-AS ID i rTION ANGELA" HUFF -
f�1 - *: MYCOMft2PSgI0N# EE083530
(v(`
•....;4�' EXPIpES: April 12, 2015
bonded Thru Notary public Underwriter;
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Revised 4/26/2010
3. Description of Project or Work Activity: Tear -off main house
4. Total Roof Area (square feet): ah 5. Roof Pitch: 5/12
6. Type of Roof: [ .x] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle
[ ] Tar & Gravel [ ] Modified Bitumen [ ] Other
[ x] Product Approval required for all types of Roofing Material (2 Sets)
] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product
Approval attached
Roof Mitigation per F.S. 553.844 will be required.
7. Owner Information 8. Contractor Information
Name: William & Wanda Gahn
Address: 8833 Lonesome Pine Trail
City: Fort Pierce State: A
Zip: 34945 Phone: pa�3
9. Value of Construction: $ 2400
FL Reg/Cert #: CCC1326015
County Cert #: a
Business Name: WWW Enterprises & Son. Inc.
Cell Phone: 772-201-2039
"Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval.
CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all of th orluation contained in pplication is correct and that all work will be
done in compliapee, all app ' able 1 re g construction and zoning.
PRINT U LIFIE OWNERS NAME SIG ATURE OF QUALI OWNER
STATE OF FLORIDA, COUNTY OF
ACKNOWLEDGED BEFORE ME TIIIS DAY OF 20�BY
IS PERSONALLY KNOWN i_ TQ Mliy PR HAS
OR PRINT I AME OF
COMMISSION NUMBER
-AS ID i rTION ANGELA" HUFF -
f�1 - *: MYCOMft2PSgI0N# EE083530
(v(`
•....;4�' EXPIpES: April 12, 2015
bonded Thru Notary public Underwriter;
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Revised 4/26/2010
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL 34982
772-462-2165 or 772-462-2172
Fax: 772-462-6443
ROOF INSPECTION AFFIDAVIT
Re: Permit # --0�
I, Wanda Gahn , licensed as a(n)Contractor*/Engineer/Architect
(Please print name & circle license type) *FS468 Building Inspector
*General, Building, Residential or Roofing Contractor or any individual certified under 468 F.S. to make such an inspection.
On or about 8/7/2013 , 1 did personally inspect the roof deck nailing
(Date)
work at: 8833 Lonesome Pine Trail, Fort Pierce, Florida 34945
(Job site address)
Based upon that examination I have determined the installation was done according to the Hurricane
Mitigation Retrofit Manual (Based on 553.844 F.S.)
Signature and Seal
STATE OF FLORIDA
COUNTY OF
orn to and subscribed beforpme this 20�
'L,�Da" (2ZIDN. Who i rsonally known to r who has produced
as identi is ' .
Sw
by
CCC1326015
License #
Notary Public, State of/FiWida
Signature of Notary:
Commission Number:
ANGELq MHUFF
En 01/19/2011 ? : :*_ MYCOA4' '
pe: PkplSSION # EE 083530
Pf O"`ondcd Th INO April 12 2015 N Notary public Underwriters
Florida Building Code Online Page 1 of 2
Fla:!da Depar" t
Busines
Professi �I
Regulation
BCIS Home Log In User Registration i Hot Topic ( Submit Surcharge ( Stats & Facts ( Publications ( FBC Staff BCIS Site Map Links Search
j Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
FL5259-R18 �; `
Application Type
Revision
Code Version
2010 ,% ;Z
Application Status
Approved �.
Commentss
srjc
Archived
�C 41
Product Manufacturer POLYGLASS USA
Address/Phone/Email 150 Lyon Drive
Fernley, NV 89408
(570)384-1230 Ext242
jakins@polyglass.com
Authorized Signature James Akins
jakins@polyglass.com
Technical Representative Steve Wadding
Address/Phone/Email 150 Lyon Drive
Fernley, NV 98408
(602)363-7139
stevew@polyglass.com
Quality Assurance Representative James Akins
Address/Phone/Email 555 Oakridge Road
Humboldt Industrial Pkwy
Hazleton, PA 18201
(800)894-4563
jakins@polyglass.com
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who Robert Nieminen
developed the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 08/08/2015
Validated By John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL5259 R18 COI Trinity ERD CI - Nieminen - 2013.adf
Referenced Standard and Year (of Standard) Standard
Year
ASTM D1970
2001
ASTM D226
2006
ASTM D6164
2005
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvbSgAaZp3Crk2... V12013
Florida Building Code Online
Page 2 of 2
ASTM D6222
2002
ASTM G154
2005
ASTM G155
2005
FM 4474
2004
FRSA/TRI07320
2005
TAS 103
1995
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
04/26/2013
Date Validated
04/26/2013
Date Pending FBC Approval
05/03/2013
Date Approved
06/11/2013
Summary of Products
FL #
Model, Number or
Description
Name
5259.1
Polyglass Roof
Roofing underlayments j
Underlayments
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL5259 R18 II er042613FINAL POLYGLASS UNDERLAYMENTS FL5259-
Approved for use outside
R18.Ddf j
HVHZ: Yes
Verified By: Robert Nieminen PE-59166
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-622.5
Evaluation Reports
Other: 1.) The design pressure in this
FL5259 R18 AE er042613FINAL POLYGLASS UNDERLAYMENTS FL5259-
R18.Ddf
application relates to one particular
underlayment system for use under
Created by Independent Third Party: Yes
foam -on tile systems. Refer to ER
Section 5.5.2 for other systems and
maximum design pressures. 2.) Refer
Ito ER Section 5 for other limits of use.
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Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not
send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395.
'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F,S. must provide the Department
with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public
record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.
To determine If you are a licensee under Chapter 455, F.S., please click hem.
Product Approval Accepts:
a�FscE
�CU.ritV�t�. rtx[t�
u-�• I � ^'`'art .
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvbSq—aZp3 Crk2... .8/7/2013
'�� TRKFIA IINI
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
ER® OXFORD, CT 06478
PHONE: (203) 262-9245
FAX:(203) 262-9243
EVALUATION REPORT
Polyglass USA, Inc.
150 Lyon Drive
Fernley, NV 98408
Evaluation Report P12060.02.09-R13
FL5259-R18
Date of Issuance: 02/24/2009
Revision 13: 04/26/2013
SCOPE:
This Evaluation Report is issued under Rule 9N-3 and the applicable rules and regulations governing
the use of construction materials in the State of Florida. The documentation submitted has been
reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and
Florida Building Code, Residential Volume. The products described herein have been designed to
comply with the 2010 Florida Building Code sections noted herein.
DESCRIPTION: Polyglass Roof Underlayments
LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality
Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)
changes, the referenced Quality Assurance documentation changes, or provisions of the Code that
relate to the product change. Acceptance of this Evaluation Report by the named client constitutes
agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality
Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation
Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may
be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it
shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by
the manufacturer or its distributors and shall be available for inspection at the job site at the
request of the Building Official.
This Evaluation Report consists of pages 1 through 10.
Prepared by:
Robert 3.11011. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized
by Robert Nieminen, P.E. on 04/26/2013
This does not serve as an electronically signed
document. Signed, sealed hardcopies have been
transmitted to the Product Approval Administrator and
to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. TrinitylERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest In any company manufacturing or distributing products for which
the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
\I TRIN1lY i Etta
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have
demonstrated compliance with the following sections of the Florida Building Code through testing in
accordance with the following Standards. Compliance is subject to the Installation Requirements and
Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
Property
Standard
Year
1507.2.3, 1507.3.3, 1507.5.3,
Physical Properties
ASTM D226
2006
1507.7.3, 1507.8.3, 1507.9.3
1507.2.4, 1507.2.9.2, 1507.3.3,
Physical Properties
ASTM D1970
2001
1507.5.3
1507.11.2
Physical Properties
ASTM D6164
2005
1507.11.2
Physical Properties
ASTM D6222
2002
1504.6
Accelerated Weathering
ASTM G154
2005
1504.6
Accelerated Weathering
ASTM G155
2005
1504.3.1
Wind Uplift
FM 4474
2004
1507.3.3
Installation Practice
FRSA/TRI 07320
2005
1523.6.5.2.1
Physical Properties
TAS 103
1995
3. REFERENCES:
Entit
Examination
Reference
Date
FM Approvals (TST 1867)
Wind Uplift
3004091
01/12/2000
PRI (TST 5878)
Physical Properties
PRIO1111
04/08/2002
PRI (TST 5878)
Physical Properties
PUSA-005-02-01
01/31/2002
PRI (TST 5878)
Physical Properties
PUSA-013-02-01
12/23/2002
PRI (TST 5878)
Physical Properties
PUSA-013-02-02
12/23/2002
PRI (TST 5878)
Physical Properties
PUSA-013-02-03
12/23/2002
PRI (TST 5878)
Physical Properties
PUSA-018-02-01
07/14/2003
PRI (TST 5878)
Physical Properties
PUSA-028-02-01
07/13/2005
PRI (TST 5878)
Physical Properties
PUSA-033-02-01
01/12/2006
PRI (TST 5878)
Physical Properties
PUSA-035-02-01
09/29/2006
PRI (TST 5878)
Physical Properties
PUSA-055-02-02
12/10/2007
PRI (TST 5878)
Physical Properties
PUSA-061-02-02
01/28/2008
PRI (TST 5878)
Physical Properties
PUSA-076-02-01
02/22/2008
PRI (TST 5878)
Physical Properties
PUSA-083-02-01
04/14/2008
PRI (TST 5878)
Physical Properties
PUSA-088-02-01
07/29/2009
MTI (TST 2508)
Physical Properties
JX20H7A
04/01/2008
MTI (TST 2508)
Physical Properties
RX14E8A
01/29/2009
ERD (TST 6049)
Physical Properties
11752.09.99-1
02/08/2000
ERD (TST 6049)
Wind Uplift
11776.06.02
01/16/2003
ERD (TST 6049)
Physical Properties
02200.07.03
07/14/2003
ERD (TST 6049)
Wind Uplift
P1740.01.07
01/04/2007
ERD (TST 6049)
Physical Properties
P5110.04.07-1
04/11/2007
ERD (TST 6049)
Wind Uplift
P9260.03.08
03/21/2008
ERD (TST 6049)
Physical Properties
P13450.08.09
08/13/2009
ERD (TST 6049)
Wind Uplift
P30540.11.09-111
11/30/2009
ERD (TST 6049)
Physical Properties
P11030.11.09-1
11/30/2009
ERD (TST 6049)
Wind Uplift
P11030.11.09-2
11/30/2009
ERD (TST 6049)
Physical Properties
P11030.11.09-3
11/30/2009
ERD (TST 6049)
Physical Properties
P33360.06.10
06/25/2010
ERD (TST 6049)
Physical Properties
P33370.03.11
03/02/2011
ERD (TST 6049)
Physical Properties
P33370.04.11
04/26/2011
ERD (TST 6049)
Physical Properties
P37300.10.11
10/19/2011
ERD (TST 6049)
Physical Properties
P40390.08.12-1
08/06/2012
ERD (TST 6049)
Physical Properties
P40390.08.12-2
08/07/2012
ERD (TST 6049)
Physical Properties
C41420.09.12-3
09/11/2012
ERD (TST 6049)
Physical Properties
P45370.04.13
04/26/2013
ICC-ES (EVL 2396)
IBC Compliance
ESR-1697
09/01/2012
Miami -Dade (CER 1592)
HVHZ Compliance
NOA 12-0713.02
02/14/2013
Polyglass USA
Manufacturing Affidavit
Products Current
02/18/2009
Polyglass USA
P/L Affidavit
Mule -Hide Cross Ltg
03/01/2008
Exterior Research and Design, LLC. Evaluation Report 11212060.02.09-11113
Certificate of Authorization #9503 FLS2S9-R18
Revision 13: 04/26/2013
Page 2 of 10
Entity
Polyglass USA
UL, LLC. (QUA9625)
4. PRODUCT DESCRIPTION:
r�o
,J TRINITY I ERD
Examination Reference Date
Materials Affidavit Polystick SA Compound 08/18/2011
Quality Control Service Confirmation Exp. 08/08/2015
4.1 Mechanically Fastened Underlayments:
4.1.1 Elastobase is a fiberglass reinforced, SBS modified bitumen base sheet.
4.1.2 Elastobase P is a polyester -reinforced, SBS modified bitumen base sheet.
,�4�2�rSe1f=A"dheri giUnderlauments:
4.2.1 Polystick MTS is a nominal 60=r11 thick rubberized asphalt waterproofing membrane, glass fiber
reinforced, surfaced with polyolefinic film surface; meets ASTM D1970 and TAS 103.
4.2.2 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass
fiber reinforced, with an aggregate surface; meets ASTM D1970.
4.2.3 Polystick TU is a nominal 100-mil thick rubberized asphalt waterproofing membrane, glass fiber
reinforced, with a granular surface; meets ASTM D1970 and TAS 103.
4.2.4 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane, glass
fiber reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103.
4.2.5 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-
fiber/polyester reinforced, with a granular surface; meets ASTM D1970 and TAS 103.
4.2.6 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a
170 g/m2 polyester fabric surface; meets TAS 103.
4.2.7 Polyflex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet
(FR) are a polyester reinforced, APP modified bitumen cap sheets.
4.2.8 Dual PrOTM is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane,
fiberglass reinforced, with a polyester fabric surface.
4.2.9 Tile PrOT" is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane,
fiberglass reinforced, with a polyester fabric surface.
4.3 Mechanically Fastened and/or Bonded Underlayments:
4.3.1 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced, SBS modified bitumen cap
sheets.
4.3.2 Polyflex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets.
S. LIMITATIONS:
5.1 This Evaluation Report is not for use in the HVHZ.
5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing
Materials Directory for fire ratings of this product.
5.3 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is
specifically referenced within FBC approval documents. If not listed, a request may be made
to the AH] for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.4 Allowable roof covers applied atop the underlayments are as follows:
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-1113
Certitieate of Authorization #9503 FL5259-RlS
Revision 13: 04/26/2013
Page 3 of 10
F�o
\I TRINITY I ERD
Table 1: Roof Cover Options
Underlayment
Asphalt
Nail -On Tile
Foam -On
Metal
Wood
Shakes &
Slate
Shingles
Tile
Shingles
Elastobase
Yes
Yes
No
Yes
Yes
Yes
Elastobase P
Yes
Yes
No
Yes
Yes
Yes
Polystick MTS
Yes
Yes
No
Yes
Yes
Yes
Polystick IR-Xe
Yes
No
No
No
Yes
Yes
Polystick TU
Yes
Yes
See es
5.Polystick
No
Yes
Yes
TU P
Yes
Yes
See es
5.Polystick
No
Yes
Yes
TU Plus
Yes
Yes
See es
5.Polystick
Yes
Yes
Yes
TU Max
No
Yes
See es
5.Dual
No
No
No
Pro
Yes
Yes
No
Yes
Yes
Yes
Tile Pro
Yes
Yes
See 554.1 Ye
Yes
Yes
Yes
Elastoflex S6 G
Yes
Yes
Yes See 5.4.1
No
Yes
Yes
Elastoflex S6 G FR
Yes
Yes
No
No
Yes
Yes
Polyflex G
Yes
Yes
Yes See 5.4.1
No
Yes
Yes
Polyflex G FR
Yes
Yes
No
No
Yes
Yes
Polyflex SAP or SAP FR
Yes
Yes
See es
5.Mule-Hide
No
Yes
Yes
SA-APP Cap Sheet
Yes
Yes
Yes
No
Yes
Yes
or SA-APP Cap Sheet (FR)
See 5.4.1
5.4.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives unless tensile
adhesion / long term aging data from an accredited testing laboratory is provided.
➢ Polyfoam PolyPro AH160: Polystick TU, Polystick TU P, Polystick TU Plus, Elastoflex S6
G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA-APP Cap Sheet or Mule -Hide
SA-APP Cap Sheet (FR) or Tile Pro.
➢ 3MTm 2-Component Roof Tile Adhesive AH-160: Polystick TU Max
➢ Dow TileBond: Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro
➢ Convenience Products' Touch 1n Seal StormBond Roof Tile Adhesive: Polystick TU
Plus, Polystick TU Max
5.4.2 For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the
tile.
5.4.3 A 2-ply underlayment system, consisting of Polystick MTS followed by Polystick MTS, TU, TU
P, TU Plus or TU Max, or Polyflex SAP is allowable for use under mechanically attached
prepared roof systems. This is not a requirement, but is allowable if a 2-ply underlayment
system is desired.
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-1113
Certificate of Authorization #9503 FL5259-1118
Revision 13: 04/26/2013
Page 4 of 10
V TRINITY I ERD
5.5 Allowable substrates are noted below:
5.5.1 Direct -Bond to Deck:
Polystick (all variations), Dual Pro, Tile Pro, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap
Sheet or SA-APP Cap Sheet (FR) self -adhered to:
➢ New untreated plywood;
➢ ASTM D41 primed new untreated plywood;
➢ Existing plywood;
➢ ASTM D41 primed existing plywood;
➢ New or existing, unprimed OSB;
➢ ASTM D41 primed OSB;
➢ Southern Yellow Pine;
➢ ASTM D41 primed Southern Yellow Pine;
➢ ASTM D41 primed structural concrete;
➢ Huber Engineered Woods "ZIP System" Panels (designed and installed to meet wind loads for project).
Note: Polyglass does not require priming of new or existing plywood or OSB sheathing. New
or existing plywood or OSB sheathing should be cleaned of all dirt and debris prior to
application of Polystick membranes.
Elastoflex S6 G or S6 G FR in hot asphalt to:
➢ ASTM D41 primed structural concrete.
Polyflex G or G FR torch -applied to:
➢ ASTM D41 primed structural concrete.
5.5.2 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI 07320
does not address wind uplift resistance of all underlayment systems beneath foam -on tile
systems, where the underlayment forms part of the load -path. The following wind uplift
limitations apply to underlayment systems that are not addressed in FRSA/TRI 07320 and are
used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind
load resistance based on allowable wind loads. Refer to FBC 1609.1.5 for determination of
design wind pressures.
5.5.2.1 Maximum Design Pressure = -622.5 psf.
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: ASTM D41
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -
applied.
5.5.2.2 Maximum Design Pressure = -315 psf.
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: ASTM D41
Underlayment: Polystick TU, Polystick TU P, Polystick TU Plus, Polystick TU Max, Tile Pro,
Polyflex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide
SA-APP Cap Sheet (FR).
5.5.2.3 Maximum Design Pressure = -135 psf.
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional) ASTM D41
Joints: Min. 4-inch wide strips of Elastoflex SA-V over all plywood joints.
Underlayment: Polystick TU, Polystick TU P, Polystick TU Plus, Polyflex SAP, PolyFlex SAP FR,
Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR)
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R13
Certificate of Authorization #9503 FL5259-RlS
Revision 13: 04/26/2013
Page 5 of 10
F)o
TRINITY � ERD
5.5.2.4 Maximum Design Pressure = -90 osf.
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AH].
Primer: (Optional) ASTM D41
Underlayment: Polystick TU, Polystick TU P, Polystick TU Plus, Polyflex SAP, PolyFlex SAP FR,
Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR)
5.5.2.5 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on tile systems
carry a Maximum Design Pressure of -45 psf.
5.5.3 Bond -to -Insulation:
➢ Polystick, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR)
self -adhered to: ASTM C1289, Type II, Class 1 polyisocya nu rate or Type V
polyisocyanurate-composite insulation; DensDeck DuraGuard; DensDeck Prime; or
SECUROCK Gypsum -Fiber Roof Board.
➢ Elastoflex S6 G or S6 G FR in hot asphalt to: DensDeck Prime or SECUROCK.Gypsum-Fiber
Roof Board.
➢ Polyflex G or G FR torch -applied to: ASTM D41 primed structural concrete; DensDeck
Prime or SECUROCK Gypsum -Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be
attached per minimum requirements of the prepared roof covering manufacturer's Product
Approval. For installations under foam -on the systems, insulation attachment shall be
designed by a qualified design professional and installed based on testing of the
insulation/underlayment system in accordance with FM 4470, Appendix K or TAS 114,
Appendix I
5.5.4 Bond to Mechanically Attached Base Layer:
➢ Polystick, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR)
Dual Pro or Tile Pro self -adhered to: ASTM D226, Type I or II felt; Elastobase; Elastobase
P or Mule -Hide Nail Base.
➢ Elastoflex S6 G or S6 G FR in hot asphalt to: ASTM D226, Type I or II felt; Elastobase;
Elastobase P or Mule -Hide Nail Base.
Polyflex G or G FR torch -applied to: Elastobase; Elastobase P or Mule -Hide Nail Base.
For installations under mechanically attached prepared roof coverings, base layer shall be
attached per minimum codified requirements. For installations under foam -on tile systems,
base layer shall be attached per minimum requirements of FRSA/TRI 07320/8-05 or RAS 120.
5.6 Exposure Limitations:
5.6.1 Elastobase, Elastobase P, shall not be left exposed for longer than 30-days after installation.
5.6.2 Polystick IR-Xe, Polystick TU Max, Dual Pro or Tile Pro shall not be left exposed for longer than
90-days after installation.
5.6.3 Polystick MTS, TU, TU P or TU Plus shall not be left exposed for longer than 180-days after
installation.
5.6.4 Polyflex SAP or SAP FR, or Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not
have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile, in
which case the maximum exposure is 30 days.
5.6.5 Elastoflex S6 G or S6 G FR or Polyflex G or G FR does not have an exposure limitation, unless
the prepared roof covering is to be adhesive -set tile (Elastoflex S6 G or Polyflex G), in which
case the maximum exposure is 180 days.
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R13
Certificate of Authorization #9503 FL5259-1138
Revision 13: 04/26/2013
Page 6 of 10
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6. INSTALLATION:
6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published
installation requirements subject to the Limitations set forth in Section 5 herein and the
specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the
substrate thoroughly to remove any dust and debris prior to application, and prime the
substrate (if applicable).
6.3 Elastobase. Elastobase P or Mule -Hide Nail Base:
6.3.1 Shall be installed in compliance with the codified requirements for ASTM D226, Type II
underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed.
6.3.2 For use in non -tile applications:
6.3.2.1 Reference is made to the current edition of the NRCA Steep -slope Roofing Manual and ARMA
recommendations for installing shingle underlayments and flashings
6.3.2.2 Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick,
Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), Dual Pro or
Tile Pro, self -adhered, Elastoflex S6 G or S6 G FR in hot asphalt or Polyflex G or G FR, torch
applied.
6.3.3 For use in the applications, reference is made to Polyglass published installation instructions in
conjunction with FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2
herein.
6.4 Polystick MTS IR Xe TU TU P TU Plus TU Max Polyflex SAP or SAP FR Mule -Hide
SA-APP Can Sheet or SA-APP CaD Sheet (FR). Dual Pro or Tile Pro:
6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment
in FBC Sections 1507 for the type of prepared roof covering to be installed.
6.4.2 For non -tile applications:
6.4.2.1 All self -adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR
and Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) should be back -nailed in selvage
edge seam in accordance with Polyglass / Mule -Hide Back Nailing Guide. Nails shall be
corrosion resistant, 11 gauge ring -shank type with a minimum 1-inch diameter metal disk or
Simplex -type metal cap nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back -
nailed using the above noted fasteners and spacing, in area marked "nail area, area para
clavar" on the face of membrane. The head lap membrane is to cover the area being back -
nailed
6.4.2.2 All seal -lap seams (selvage laps) must
be firmly rolled with a minimum 28 lb.
hand roller to ensure full contact and
adhesion. For Dual Pro and Tile Pro,
align the edge of the top sheet to the
end of the glue pattern (the sheet will
overlap the fabric).
Exterior Research and Design, LLC.
Certificate of Authorization #9503
A•
r
qNZ
Ri
+.lf wax yy 4 �,
a^ � X
View of Ovelap Seam of Dual Pro and Tile Pro
Evaluation Report P12060.02.09-11113
FLS2S9-R18
Revision 13: 04/26/2013
Page 8 of 10
J
F)O I
\I TRINITY ERD
6.4.2.3 All over -fabric and over -granule end -laps shall have a 6-inch wide, uniform layer of Polyglass
Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing
Cement, Polyglass PG500 MB Flashing Cement, Polystick TU Plus Tile Underlayment Flashing
Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry
Electrometric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade
mastic, applied in between the application of the lap.
6.4.2.4 Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as
crickets, exposed valleys, or exposed roof to wall details
6.4.2.5 Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55
Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement,
Polyglass PG500 MB Flashing Cement, Polystick TU Plus Tile Underlayment Flashing Cement,
Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry
Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade
mastic to the area in need of repair, followed by a minimum 6 x 6 inch patch of the Polystick
material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed,
shall be installed in a water shedding manner.
6.4.2.6 All Polystick membranes shall be installed to ensure full contact with approved substrates.
Polyglass requires a minimum of 40-lb weighted -roller or, on steep slopes, use of a stiff
broom with approximately 40-lbs of load applied for the field membrane. Hand rollers are
acceptable for rolling of patches, laps (min. 28 lb roller) or small areas of the roof that are not
accessible to a large roller or broom.
6.4.3 For tile applications (not allowed for Polystick IR-Xe):
6.4.3.1 Reference is made to Section 6.4.2 herein in conjunction with FRSA/TRI 07320/8-05
Installation Manual, Fourth Edition, and Table 2 herein, using the instructions noted above as
a guideline.
6.4.3.2 For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the
tile.
6.5 Elastoflex S6 G or S6 G FR:
6.5.1 Elastoflex S6 G or S6 G FR shall be installed in compliance with current Polyglass published
installation requirements. For use in the applications, reference is made to FRSA/TRI
07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein.
6.5.2 Elastoflex S6 G or S6 G FR shall be fully asphalt -applied to the substrates noted in Section
5.5. Side laps shall be minimum 3-inch and end -laps minimum 6-inch wide, and off set end -
laps minimum 3 feet from course to course. Side and end laps shall be fully adhered in a
complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the
lap edge.
6.6 Polyflex G or G FR:
6.6.1 Polyflex G or G FR shall be installed in compliance with current Polyglass published installation
requirements. For use in tile applications, reference is made FRSA/TRI 07320/8-05
Installation Manual, Fourth Edition, and Table 2 herein.
6.6.2 Polyflex G or G FR shall be fully torch -applied to the substrates noted in Section 5.5. Side
laps shall be minimum 3-inch and end -laps minimum 6-inch wide, and off set end -laps
minimum 3 feet from course to course. Side and end laps shall be fully heat -welded and
inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge.
Exterior Research and Design, LLC.
Certificate of Authorization #9503
Evaluation Report P12060.02.09-1113
FL5259-R18
Revision 13: 04/26/2013
Page 9 of 10
F)o
`J TRINITY I ERD
6.7 Tile Staaina:
6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment. Refer to Polyglass published requirements for tile staging.
6.7.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI 07320/8-
05 must be used on all roof slopes greater than 7:12. Precautions should be taken as
needed, such as the use of battens or nail -boards, to prevent tile sliding and/or damage to
the underlayment during the loading process.
6.7.3 For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the
tile.
6.7.4 The minimum cure time after installation of self -adhering membranes and before loading of
roofing tiles is forty-eight (48) hours.
7. LABELING:
Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the
Accredited Quality Assurance Agency noted herein.
S. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the
installation of this product.
9. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL, LLC — QUA9625; (314) 578-3406; k.chancellor@us.ul.com
Exterior Research and Design, LLC.
Certificate of Authorization #9503
- END OF EVALUATION REPORT -
Evaluation Report P12060.02.09-1113
FL5259-RlS
Revision 13: 04/26/2013
Page 10 of 10
Florida Building Code Online Page 1 of 2
g
n
F lorida Deprimentg
f BCIS Home Log In User Registration Hot Topics Submit Surcharge ( Stats & Facts j Publications FBC Staff i BCIS Site Map links j search
Business`} OulProfessi ` aI Product Approval
USER: Public User
Regulation
FMIRMOMMOMMM Product Approval Menu > Producttry
�or.Aoolication Search > Application List > Application Detail
FL # j ��Y FL10674-R8
Application Type 1 `r Revision
Code Version �� 2010
Application Status , Approved
Comments
y
Archived �� v
Product Manufacturer Owens Corging; t r:
Address/Phone/Email One Owens' Corning, -Parkway
Toledo, OH 43659{"J
(740)404-7829
greg.keeler@owenscorning.com
Authorized Signature Greg Keeler
greg.keeler@owenscorning.com
Technical Representative Mel Sancrant
Address/Phone/Email 1 Owens Corning PKWY
Toledo, OH 43659
(419)376-8360
mel.sancrant@owenscornig.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who Robert J.M. Nieminen
developed the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 09/26/2014
Validated By John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL10674 R8 COI Trinity ERD CI - Nieminen.pdf
Referenced Standard and Year (of Standard) Standard Year
ASTM D3161, Class F 2006
ASTM D3462 2007
ASTM D7158, Class H 2O07
Equivalence of Product Standards
Certified By
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5 V%2b... 8/7/2013
Florida Building Code Online
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pendinb FBC Approval
Date Approved
Method 1 Option D
12/19/2012
12/20/2012
12/25/2012
02/04/2013
Page 2 of 2
................................................................... .
Summary of Products
FL # 71
M[odel, Number or Name IlDescription
10674.1
Owens Corning Asphalt Roofing
3-tab, laminated, starter, and hip & ridge
Shingles and Starters
Limits of Use,
Installation Instructions
Approved for use in HVHZ: No
FL10674 R8 II er121912FINAL OC Asohait
Approved for use outside HVHZ: Yes
Shingles FL10674-R8.odf
Impact Resistant: N/A
Verified By: Robert J. M. Nieminen PE - 59166
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: Refer to ER, Section S.
Evaluation Reports
FL1.0674 R8 AE er].21912FINAL OC Asohalt j
Shingles FL10674-R8.Ddf
Created by Independent Third Party: Yes
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Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Coovrlaht 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not
send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395.
*Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department
with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public
record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.
To determine If you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
go 9 zRImtF -
SBCtYYItYAi3 r%it(.`S'
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5 V %2b... 8/7/2013
EXTERIOR RESEARCH & DESIGN, LLC.
k Certificate of Authorization #9503
j ? -,, 353 CHRISTIAN STREET, UNIT #13
Q0Ta1NrrYJERD , s OXFORD, CT 01111
PHONE: (203) 262-9245
FAX: (203) 262-9243
EVALUATION REPORT
Owens Corning Evaluatin Report 037940.02.12-R2
One Owens Corning Parkway FL10674-118
Toledo, OH 43659 Date of Issuance: 02/06/2012
Revision 2: 12/19/2012
SCOPE:
This Evaluation Report is issued under Rule 9N-3 and the applicable rules and regulations governing
the use of construction materials in the State of Florida. The documentation submitted has been
reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and
Florida Building Code, Residential Volume. The products described herein have been designed to
comply with the 2010 FBC and 2010 FBC Residential Volume sections noted herein.
DESCRIPTION: Owens Corning Asphalt Roof Shingles
LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality
Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)
changes, the referenced Quality Assurance documentation changes, or provisions of the Code that
relate to the product change. Acceptance of this Evaluation Report by the named client constitutes
agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality
Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation
Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may
be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it
shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by
the manufacturer or its distributors and shall be available for inspection at the job site at the
request of the Building Official.
This Evaluation Report consists of pages 1 through 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized
by Robert Nieminen, P.E. on 12/19/2012
This does not serve as an electronically signed
document. Signed, sealed hardcopies have been
transmitted to the Product Approval Administrator and
to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. TrinitylERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which
the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
F)o
TRINITY I ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have
demonstrated compliance with the following sections of the Florida Building Code and Florida Building
Code, Residential Volume through testing in accordance with the following Standards. Compliance is
subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard
Year
1507.2.5, R905.2.4 Physical Properties ASTM D3462
2007
1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F
2006
1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H
2O07
3. REFERENCES:
Entity Examination Reference
Date
UL LLC (CER9626) Physicals & Wind Resistance File R2453, Vol. 3
02/15/2007
UL LLC (CER9626) Physicals & Wind Resistance 20120516-R2453
05/16/2012
UL LLC (TST9628) Physical Properties 06CA20263
04/18/2006
UL LLC (TST9628) Wind Resistance 11CA34308
02/18/2012
Miami -Dade (CER1592) FBC HVHZ Compliance 07-1116.12
02/14/2008
Miami -Dade (CER1592) FBC HVHZ Compliance 09-0915.12
12/16/2009
Miami -Dade (CER1592) FBC HVHZ Compliance 10-0817.09
10/27/2010
Miami -Dade (CER1592) FBC HVHZ Compliance 10-0817.10
10/27/2010
Miami -Dade (CER1592) FBC HVHZ Compliance 10-0817.08
10/27/2010
Miami -Dade (CER1592) FBC HVHZ Compliance 10-0817.07
10/27/2010
Miami -Dade (CER1592) FBC HVHZ Compliance 11-0411.03
06/16/2011
Miami -Dade (CER1592) FBC HVHZ Compliance 12-0309.01
07/19/2012
UL LLC (QUA9625) Quality Control Service Confirmation R2453
Exp. 09/26/2014
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 Classic° and Supreme° are fiberglass reinforced, 3-tab asphalt roof shingles.
4.1.2 Berkshire° are fiberglass reinforced, 4-tab asphalt roof shingles.
4.1.3 Duration°, TruDefinition° Duration°, Duration° Premium Cool, TruDefinition° Duration°
Designer Color Collection, TruDefinition® OakridgeO, OakridgeO and WeatherGuard° HP are
fiberglass reinforced, laminated asphalt roof shingles.
4.2 Berkshire° Hip & Ridge Shingles, High Ridge, Hip & Ridge with Sealant,
WeatherGuard° HP Hip
& Ridge Shingles and ProEdge Hip & Ridge Shingles are fiberglass reinforced,
hip and ridge
asphalt roof shingles.
4.3 Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles.
5. LIMITATIONS:
5.1 This Evaluation Report is not for use in the HVHZ.
5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing
Materials Directory for fire ratings of this product.
5.3 Wind Classification:
Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R2
Certificate of Authorization #9503 FL10674-RS
Revision 2: 12/19/2012
Page 2 of 6
(-)o
I ERD
5.3.1 All Owens Corning shingles noted herein are Classified in accordance with FBC Tables
1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating
the shingles are acceptable for us in all wind zones up to Vasd = 150 mph (V,it = 194 mph).
Refer to Section 6 for installation requirements to meet this wind rating.
5.3.2 All Owens Corning hip & ridge shingles and Starter Strip Plus noted herein are Classified in
accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the
shingles are acceptable for us in all wind zones up to Vasd = 150 mph (V,lt = 194 mph). Refer
to Section 6 for installation requirements to meet this wind rating.
5.3.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60
feet or less. Calculations by a qualified design professional are required for conditions outside
these limitations. Contact the shingle manufacturer for data specific to each shingle.
5.3.4 Refer to Owens Corning published information on wind resistance and installation limitations.
5.4 All products in the roof assembly shall have quality assurance audit in accordance with the
Florida Building Code and F.A.C. Rule 9N-3.
6. INSTALLATION:
6.1 Underlayment:
6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide
Product Approval, or be Locally Approved per Rule 9N-3, per FBC Sections 1507.2.3, 1507.2.4
or R905.2.3.
6.2 Asphalt Shingles:
6.2.1 Installation of asphalt shingles shall comply with the manufacturer's current published
instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2
or R905.2, with the following exceptions:
➢ Berkshire® shingles require minimum five (5) nails per shingle.
➢ WeatherGuardO HP shingles require minimum six (6) nails per shingle.
➢ Starter Strip Plus requires minimum five (5) nails per strip.
Refer to Owens Corning published information on wind resistance and installation limitations.
6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less
than FBC 1507.2.6 or R905.2.5. Staples are not permitted.
6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of
fastening are required. Contact the shingle manufacturer for details.
6.2.5 Minimum Nailing — Classic@ & Supreme:
worme Mansard or Area pnro
Wind Arose High Wind dasvanes y
Area pare vienros normales Areas vierrtoa !mart..
�" lAl � �t z• iBi Z' r
rr
S"Exposure
Exposicidn
Exterior Research and Design, LLC.
Certificate of Authorization #9503
Normal Mansard or Araa.para
Wind Area High Wind doavarros y
Aran pare vientoe normalas Areas vientoa fuartes
(t"
5 G1W Exposure
Exposicidn
Evaluation Report 037940.02.12-R2
FL10674-RS
Revision 2: 12/19/2012
Page 3 of 6
6.2.6 Minimum Nailing - Berkshire@:
TTRINITYIERD
Sealantstdp
La grade seftbr
�t—�►fi r--Y • 09- ---1•
8.1/P 9IV B 1/f a iff
7"
r
r'
r.
Asphah roofing oement
Cemeoto de techo deastalto
6.2.7 Minimum Nailing - Duration@, TruDefinition@ Duration, Duration@ Premium Cool &
TruDefinition® Duration° Designer Color Collection:
6Nat WeeattwrenSu read°
Pattern attaanatop afwtoN:
Esquema — A•nsaNa oPand6 aes
de 6 davos aan"a B e
• • • 2raaSaeeaaa ytl park.
Sarenai° \ Sut6eaila
fatteni tadenk�9
areaw'�tfi- � - 'ane wi0ffi
brzadz rcam
�E ENEMA,
S 9e +� 7T ` ^ ST' ~ 9ueliaiA
5W Expcsure Nags 5V ExpOSM
9h padg. do exposkOn Claws 3'b putg. do wposid&
6.2.8 Minimum Nailing — TruDefinition® Oakridge@, Oakridge@:
4 Nag Mom
Esquema car 0 daws
r r
IE— 14— rr
5 Sir Exposure Nails 5 5JT ExposuF3
Erpo4da7de66/ftpulg Ciasos E*usfddnde55/8pdg.
Exterior Research and Design, LLC.
Certificate of Authorization #9503
6 Nall Pattam
Esquema son 6 daros
r r
Nails
ils 5 5A" Exposure
5BIB" Fxpeuure Cla
Expesiadn de 6¢/1?pdg. Expasieicn da $6l8
Evaluation Report 037940.02.12-112
FL10674-R8
Revision 2: 12/19/2012
Page 4 of 6
6.2.9 Minimum Nailing - WeatherGuard@ HP:
.ti} •: r.
=19 ildr Vbw
vre. dm.�
F�e7lnu�r Nil �
I¢r�trl�i4dlla
(_,�o
\l TRINITY I ERa
6.3 Hip & Ridge Shingles:
6.3.1 Installation of Berkshire° Hip and Ridge Shingles, High Ridge, Hip & Ridge with Sealant,
WeatherGuard° HP Hip and Ridge Shingles and ProEdge Hip & Ridge Shingles shall comply with
the manufacturer's current published instructions, using four (4) nails per shingle. Refer to
Owens Corning published information on wind resistance and installation limitations, including
the use of hand -sealing for wind warranties.
6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less
than FBC 1507.2.6 or R905.2.5. Staples are not permitted.
6.3.3 Minimum Nailing — Berkshire@ Hip & Ridge and High Ridge:
Fig. i q
F— PrelruGngwnd
Direction A
4
A 1 I
I I
♦ A
4 I I
I I I I
I 1
A l j 1 I
9"—>l
♦7(�IeSllre
6.3.4 Minimum Nailing - Hip & Ridge with Sealant:
em Fig. 2 - High Witld Fastening pattem
(4.11lads),
rim Shingle—►
nd Discard 2" 2"
a 1u 1a
Sealant —•
Strip . • 110
' Fastening. �r5/e 5"Exposure
Distance
12"
Exterior Research and Design, LLC.
Certificate of Authorization #9503
Fig. 2
TdpXhmv
Sidemen
Nails Nails
Tap Laninalell 2"
�
4"
Piece
f
I
I
ml
cl
JI
�I
ml
ul
I
I.
I
I
Evaluation Report 037940.02.12-112
FL10674-R8
Revision 2: 12/19/2012
Page 5 of 6
6.3.5 Minimum Nailing — WeatherGuard@ HP Hip and Ridge:
Fig. A 9 q
PrmEng Wind
�— Dlredbn - A
A
Hans q q
A i I
p I I
44 I I
I I I I
I t
AA i j
I I I I
+ W
Exp�s—�
osure
`J TRINITY I ERD
Fig. C Hip & Ridge Shingle Fastening
TopVbw
Halls NaUs
72.
1° 1°
1 �•
g Exposure
I 12°
6.3.6 Minimum Nailing - ProEdge Hip & Ridge Shingles:
Prevailing
Wind Direction Sealant Strip
r'-" G' Exposure
Fasten TW
Cover Exposed
Fasteners with
Roof Cement \
Standard —tt„_�
Fastening
Pattern
t2` 1 Sealant
7 h� 6° Exposure
7. LABELING:
7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo
of the Accredited Quality Assurance Agency noted herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications
detailed in FBC Table 1507.2.7.1 / R905.2.6.1.
S. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the
installation of this product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule
9N-3 QA requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC- QUA9625 ; (414) 248-6409; karen.buchmann@ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R2
Certificate of Authorization #9503 FL10674-R8
Revision 2: 12/19/2012
Page 6 of 6