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Product Approval
t .,USER:Public User
[APR
6VE-D
Product Approval Menu>Application Detail RECEIVFL# FL17401-R4 2 6 2019Application Type Revision
code Version 2017County, perrpjtting
Application Status Approved
Comments
a Archived (]
Product Manufacturer Mid-States Asphalt&Cant Strip,Inc.
Address/Phone/Email 1637 51st Avenue
Tuscaloosa,AL 35401
(205)345-6634
moises@msaroo£com
Authorized Signature Moises Rached
ff moises@msaroof.com
Technical Representative Eric Bailey
Address/Phone/Email 1637 51st Avenue
Tuscaloosa,AL 35401
225 345-6634
eric@msaroof.com
t
Quality Assurance Representative Eric Bailey
Address/Phone/Email 1637 51st Avenue
Tuscaloosa,AL 35401
(205)345-6634
eric@msaroof.com
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
O Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Zachary R.Priest
the Evaluation Report
Florida License PE-74021
r A Quality Assurance Entity UL LLC
iii Quality Assurance Contract Expiration Date 12/31/2019
Validated By Locke Bowden P.E.
cI Validation Checklist-Hardcopy Received
Certificate of Independence FL17401 R4 COI MSA17001 FBC 2017 Evaluation Repoit QUIK-Stick
FINAL.p
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2015
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEV...gvjQiz6GugLSXh%2bJESwCrDuequCD1Zxg%2f2CZg4xg%3d%3d 4/25/19, 6:38 PM
Page 1 of 2
TAS 103 1995
UL 1897 2012
i Equivalence of Product Standards
(° . . Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/12/2017
Date Validated 10/11/2017
Date Pending FBC Approval 08/16/2017
Date Approved 10/12/2017
`} Date Revised 02/14/2019
Summa of Products
FL# Model,=Number-or Name Description=
17401.1 QUIK-Stick IW,QUIK-Stick IWS, Self-Adhered Underlayments
QUIK-Stick HT,QUIK-Stick HT-Pro,
QUIK-Stick FS
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17401 R4 II MSA17001 FBC 2017 Evaluation Report
Approved for use outside HVHZ:Yes QUIK-Stick FINAL.p-df
Impact Resistant: No Verified By: Zachary R. Priest PE-74021
Design Pressure:+0/-52.5 Created by Independent Third Party:Yes
Other: Refer to Evaluation Report for Limitations of Use. Evaluation Reports
Wind uplift applicable to QUIK-Stick HT only. El 1740 _R4_AE_MSA17001 FBC 2017 Evaluation Report
QUIK-Stick FINAL.pdf
Created by Independent Third Party:Yes
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 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 mail.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:
R-A eCheck -
.Credit;Card::_;:
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV...gvjQiz6GugLSXh%2bJESwCrDuequCDlZxg%2f2CZg4xg%3d%3d 4/25/19, 6:39 PM
Page 2 of 2
Certificate of Authorization No. 29824
REEK
17520 Edinburgh Drive
`n Tampa, FL 33647
TECHNICAL SERVICES, LLC 1 (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,6T"EDITION(2017)
Manufacturer: MID-STATES ASPHALT AND CANT STRIP, INC. Issued October 11,2017
1637 51 n Street
Tuscaloosa,AL 35401
(800)489-2391
www.msaroof.com
Manufacturing Location: Tuscaloosa,AL,
Quality Assurance: UL LLC(QUA9625) -
SCOPE
Category: Roofing
Subcategory: U nderlayments
Code Sections: 1504.3.1, 1507.1.1
Properties: Physical properties
PRODUCT DESCRIPTION AND LIMITS OF USE '
QUIK-Stick Ice&Water QUIK-Stick Ice & Water Granular is an ASTM D 1970 self-adhesive underlayment
Granular constructed from SBS modified asphalt, a fiberglass mat reinforcement and surfaced
with granules. The product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x
66.8-ft and has a nominal thickness of 50 mils.
QUIK-Stick Ice &Water Granular is permitted to be.used as prescribed in FBC Section
1507.1.1 for mechanically attached roofing coverings. Exposure on the roof deck shall
be limited to a maximum 30 days.
QUIK-Stick Ice&Water QUIK-Stick Ice & Water Sand is an ASTM D 1970 self-adhesive underlayment
Sand constructed from.SBS modified asphalt with,a fiberglass mat reinforcement and surfaced
with sand. The product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.8-ft
and has a nominal thickness of 50 mils.
QUIK-Stick Ice & Water Sand is permitted to,be used as prescribed in FBC Section
1507.1.1 for mechanically attached roofing coverings. Exposure on the roof deck shall
be limited to a maximum 30 days.
QUIK-Stick HT QUIK-Stick HT is an ASTM D 1970 self-adhesive underlayment constructed from SBS
(High Temperature) modified asphalt with a fiberglass mat reinforcement and poly-fabric surface. The
product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.8-ft or 3-ft 3-in x 61-
ft and has a nominal thickness of 60 mils.
QUIK-Stick HT is to be used'as prescribed in FBC Section 1507.1.1. QUIK-Stick HT is
permitted to be used with adhered clay or concrete tile roofing using either ICP
Adhesives Polyset AH-160 (ICP Adhesives and Sealants, Inc.). Exposure on the roof
deck shall be limited to a maximum 90 days.
The maximum roof slope shall be 6:12 when used with clay or concrete tile installations
without battens. Tile shall be stored on battens for roof slopes greater than 6:12. Tiles
shall not be stacked greater 10 tiles per stack.
MSA1700.1 FL17401-R4 Page 1 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
DEEK MID-STATES AS
AND CANT STRIP,INC
CR, Self-Adhering Underlayments
TECHNICAL SERVICES, LLC
QUIK-Stick HT Pro QUIK-Stick HT Pro is an ASTM D 1970 self-adhesive underlayment constructed from
(High Temperature) SBS modified asphalt with a fiberglass mat reinforcement and poly-fabric surface. The
product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.8-ft and has a
nominal thickness of 60 mils.
QUIK-Stick HT Pro is permitted to be used as prescribed in FBC Section 1507.1.1 for
mechanically attached roofing coverings. Exposure on the roof deck shall be limited to a
maximum 30 days.
QUIK-Stick FS QUIK-Stick FS is an ASTM D 1970 self-adhesive underlayment constructed from SBS
(Film Surface) modified asphalt with a fiberglass mat reinforcement and textured film surface. The
product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.8-ft and has a
nominal thickness of 45 mils.
QUIK-Stick FS is permitted to be used as prescribed in FBC Section 1507.1.1 for
mechanically attached roofing coverings. Exposure on the roof deck shall be limited to a
maximum 30 days.
PRODUCT APPLICATION
Min. Roof Slope: 2:12 or in accordance in with the FBC
Application: All underlayments shall be installed in accordance with the FBC.
Deck substrates shall be clean, dry, and free from any irregularities and debris. All
fasteners in the deck shall be checked for protrusion and corrected prior to underlayment
application. Prior to beginning installation, the underlayment shall be unrolled and
allowed to relax for a minimum of 3-5 minutes.
The underlayment shall be installed with the release backer removed and pressed firmly
into place to ensure complete contact with the deck. The underlayment shall be installed
with the roll length parallel to the eave, starting at the eave, and with minimum 3" side
laps and minimum 6°end laps staggered min.6-ft.from preceding course.
It is permissible to back nail the underlayment 12-inches on-center as needed (nails shall
be installed perpendicular to deck with the-nail heads flush to the top surface of the
underlayment).
Min.Application .40°F; Contact the manufacturer when installing at temperatures below the minimum
Temperature: application temperature.
WIND RESISTANCE
The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9.
Underlayment System No.1 —QUIK-Stick HT only
Roof Deck: Min. 15/32-inch CDX plywood attached to wood supports spaced a maximum 24"o.c.
Underlayment: QUIK-Stick HT shall be fully adhered to the optionally primed plywood deck_
Maximum Design -52.5 psf
Pressure:
MSA17001 FL17401-R4 Page 2 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
MID-STATES ASPHALT AND CANT STRIP, INC
j't K Self-Adhering Underlayments
TECHNICAL SERVICES,LLC
GENERAL LIMITATIONS
1) This evaluation report is not use in the HVHZ.
2) Fire Classification is not within the scope of this evaluation.
3) Installation of the evaluated product shall comply with this report,the FBC,and the manufacturer's published
application instructions. Where discrepancies exist between these sources, the more restrictive and FBC
compliant installation detail shall prevail.
4) The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction.
5) The space under the deck area shall be properly ventilated in accordance with the FBC requirements.
6) All side lap seams shall be installed to shed water frorri the deck.
7) The underlayment may be used as described in other current FBC product approval documents.
8) Design wind load pressures shall be determined for components and cladding in accordance with FBC
1609.
9) The roof deck shall be designed by others in accordance with FBC requirements to resist the design wind
load pressures for components and cladding.
10) Maximum Design 'Pressures for a given underlayment shall meet or exceed the design wind loads
determined for the roof assembly.
11) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
REFERENCES
Enti Report No. Standard Year
PRI Construction Materials Technologies(TST5878) BWR-514-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies(TST5878) BWR-522-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies(TST5878) BWR-533-02-01 TAS 103 1995
PRI Construction Materials Technologies(TST5878) BWR-534-02-01, ASTM D 1970 2015a
ASTM D 4798 2011(2016)
PRI Construction Materials Technologies(TST5878) BWR-543-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies(TST5878) WRMI-011-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies(TST6049) MSA-007-02-01 UL 1897 2012
PRI Construction Materials Technologies(TST6049) MSA-026-02-01 ASTM D 1970 2015a
MSA17001 FL17401-R4 Page 3 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
'This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not
specifically addressed herein.
MID-STATES ASPHALT AND CANT STRIP, INC
CREEKSelf-Adhering Underlayments
TECHNICAL SERVICES, LLC
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code,6t'Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
`j%J1l11111111
% 1
Y R 'p9iF� 2017.10.11
No 74021
11 :41 :31
-04'00'
D' S TATE OF .:44/%
%O < O R 10 PN_� Zachary R. Priest, P.E.
S Florida Registration No.74021
pNA;� `�� Organization No.ANE9641
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have, nor will it acquire,a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned,operated,or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
MSA17001 FL17401-R4 Page 4 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not'
specifically addressed herein.
t t
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Product Approval i RECEIVED
1 :USER:Public Use J -
i
APR 26 2019
Product Aodroval Menu>Application Detail -
.., fr ST. Lucie County, Permitting
FL# FL10674-1113
Application Type Revision
Code Version 2017
Application Status Approved
� Comments -FILE CODv-
C
Archived
L Product Manufacturer Owens Coming
Address/Phone/EmailOne Owens Coming Parkway
Toledo,OH 43659
,(740)404-7829
greg.keeler@owenscoming.com
N' .
Authorized Signature Greg Keeler
greg.keeler@owenscoming.com
Technical Representative Mel Sancrant
Address/Phone/Email 1 Owens Coming PKWY
Toledo,OH 43659
" X199)376-8360
r+
mel.sancrant@owenscornig.com
' Quality Assurance Representative
'=• Address/Phone/Email
r ? ~ Category Roofing
Subcategory Asphalt Shingles
/S Compliance Method Evaluation Report from a Florida Registered Architect or a.Licensed Florida,
s Professional Engineer
. q C)) Evaluation Report-Hardcopy Received
F Y•Y ast, ,
Florida Engineer or Architect Name who developed Robert J.M. Nieminen
the Evaluation Report
� Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 05/16/2020
a
Validated By John W.Knezevich, PE
Of Validation Checklist-Hardcopy Received
i
Certificate of Independence FL10674 R13 COI 2017 01 COI Nieminen.pdf
~' Referenced Standard and Year(of Standard) Standard Year I
ASTM D3161 2016
ASTM D3462 2010
ASTM D7158 2011
https://www.florida building.org/pr/pr_app_dtl.aspx?param=wGEV...EY5V%?boQT%2b6w7ahRegICQ8ucR6ixEBFhs7tvJgZew%3d%3d 4/25/19, 6:43 PM
Pacle 1 of 2
u
Equivalence of Product Standards
Certified By
( Sections from the Code
I
Product Approval Method Method 1 Option D
Date Submitted 10/10/2017
s Date Validated 10/11/2017
Date Pending FBC Approval 10/15/2017
Date Approved 12/12/2017
Summa of Products
FL# °Model,Number_or Name Description
10674.1 Owens Corning Asphalt Roofing 3-tab,4-tab,5-tab, laminated,starter and hip&ridge
Shingles and Starters shingles
Limits of Use Installation Instructions
Approved for use in HVHZ: NoLF 10674 913_11 2017�10 FINAL ER_QC ASPHA
Approved for use outside HVHZ::Yes SHINGLES FL10674-R13.p�
Impact Resistant: N/A r Verified By: Robert J. M.Nieminen PE-59166
Design Pressure: N/A Created by Independent Third Party:Yes
Other: Refer to ER,Section 5., Evaluation Reports
FL10674 R13 AE 2017 10 FINAL_SOCSA PHALT
SHINGLES_FL10674-R13.pdf
Created by Independent Third-Party:Yes
r
" Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
r The State of Florida is an AA/EEO employer.Copyright 2007-2013 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 mail.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 he 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 dick here.
- Product Approval Accepts:
"• - "' l' eCAeck S
Credit Card
J.
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEV...EY5V%2boQT%2b6w7ahRegICQ8ucR6ixEBFhs7tvJgZew%3d%3d 4/25/19, 8:05 PM
Page 2 of 2
EXTERIOR RESEARCH&DESIGN, LLC.
Certificate ofAuthorization#9503
353 CHRISTIAN STREET,UNIT#13
€ER® OXFORD,CT 06478
I (203)262-9245
EVALUATION REPORT
Owens Corning Evaluation Report 037940.02.12-118
One Owens Corning Parkway F1.10674-1113
Toledo,OH 43659 Date of Issuance:02/06/2012
(740)404-7829 Revision 8: 10/09/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 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 evaluated for compliance with the 6th Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: Owens Corning Asphalt Roof Shingles
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein and FBC 1507.2.7.1/R905.2.6.1.
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 clientconstitutes 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 8.
Prepared by:
;53 c;-ato�s�aa3�
Robert J.M.Nieminen,P.E. The facsimile seal appearing was authorized by Robert
Florida Registration No.59166,Florida DCA ANE1983
Nieminen,P.E.on 10/09/2017.This does not serve as an
electronically signed document.
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. Trinityl ERD 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.
5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
`J T5I TY1 ER®
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 6ch Edition (2017) 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 2010
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2016
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2011
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 20120516-112453 05/16/2012
UL LLC(TST9628) Physical Properties 06CA20263 - 04/18/2006
UL LLC(TST9628) Wind Resistance 11CA34308 02/18/2012
UL LLC(TST9628) Physicals&Wind Resistance 4786093137 02/01/2014
UL LLC(TST9628) Wind Resistance 4786126532 02/10/2014
UL LLC(TST9628) Physical Properties Classification letter 02/13/2014
UL LLC(TST9628) Physical Properties Classification letter 10/02/2015
Miami-Dade(CER1592) FBC HVHZ Compliance Various NOAs Various
UL LLC (QUA9625) Quality Control Service Confirmation Exp.05/16/2020
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
m
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 Devonshire'TM are fiberglass reinforced,5-tab asphalt roof shingles.
4.1.4 Duration®, TruDefinition' Duration', Duration® Premium Cool, TruDefinition® Duration® Designer Color
Collection, TruDefinition Oakridge , Oakridge and WeatherGuard HP are fiberglass reinforced, laminated
asphalt roof shingles.
4.2 Hip&Ridge Shingles:
4.2.1 Berkshire Hip & Ridge Shingles, High Ridge, WeatherGuard HP Hip & Ridge Shingles, ProEdge Hip & Ridge
Shingles and DuraRidge'" Hip&Ridge Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles.
4.3 Accessory Starter Strips:
4.3.1 Starter Strip Shingle,Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof,is/was used
for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report;refer to current Approved Roofing Materials Directory
for fire ratings of this product.
Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 2 of 8
7
TRINITY ERD
5.4 Wind Classification:
5.4.1 All Owens Corning asphalt 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 use in all wind zones up to Vasd = 150 mph (Vint = 194 mph). Refer to Section 6 for installation
requirements to meet this wind rating.
5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle 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 use 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.
5.4.3 Classification by ASTM D7158 applies to exposure category B or C, as defined in FBC 1609.4.3, and a mean
roof 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.
5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations.
5.5 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C.Rule 61G20-3.
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 61G20-3,per FBC 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 Owens Corning current published instructions, using
minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6, with the following
exceptions:
➢ Berkshire shingles require minimum five(5)nails per shingle.
➢ WeatherGuarde HP shingles require minimum six(6)nails per shingle.
➢ Devonshire TM shingles require minimum six(6)nails per shingle.
➢ Starter Strip Shingle and Starter Strip Plus require 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. See figures below for details.
6.2.5 Minimum Nailing—Starter Strip Shingle and Starter Strip Plus:
Felt underlaymentDeck Felt underlayment Deck Self-adhered
l(N_ WeatherLock®
Self-adhered undedayment
WeatherLocka
underlayment
DripDrip edge
edge_ edge edge
9
—Nails located fVa h located
2"-3"from eave
0-3"from eave
Install first Self-sealing adhesive Self-sealing adhesive
Starter first
Instal first Starter Strip Plus ositionedalon eave
p positioned along eave with G"removed P g
shingle with
6"removed \ r 3 Starter Strip Plus overhangs eaves and rakes V4=3/4"
Starter Strip shingle overhangs eaves and rakes/i'/i' P 9
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-118
Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 3 of 8
I
l® iNITy ER®
6.2.6 Minimum Nailing—Classic®&Supreme:
• .
Normal Mansard or Area para Normal Mansard or Area para
Wind Areas High Wind desvanes yWind Areas High Wind desvanes y
Area para vientos normaies Areas vientos fumes Area para vientos normaies Areas viontos fuertes
t„ rt,. 2•� IB i2` t"} t° IAijt• 2" f8) r2, t•
tr n" t2t ttt
5"Exposure 5 518"Exposure
Exposicidn Exposition
6.2.7 Minimum Nailing—Berkshire®:
Sealant strip Sealant strip
La tlra de sel/ador 1 La tirade sellador
8 Yt' 9 Y2" 9 Y1' 6 Yz" 8'h" 8'h" 1. 8 W
r
r
r
Standard Fastening Pattern 6-Nail Fastening Pattern
Sealant strip
La tirade sellador
B lit, 111' }
r
2' Asplialtroofing cement
cemento de Who de WOO
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-118
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-1113
Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017
Page 4 of 8
'\JTRINITYIERb
6.2.8 Minimum Nailing—Devonshire""":
7u $n I— 81
—I- 7"
Nal - Vraeves 'Nails
••••�_ - r 7_ e• z' r
5.5/8"exposure Sealant location 1}A
Exposid6n de 5-5/8 pulg
Ubicacibn del sellador ;
Ten 1"Spots of Asphalt Roof Cement
Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern
6.2.9 Minimum Nailing — Duration®, TruDefinition® Duration, Duration® Premium Cool & TruDefinition®
Duration Designer Color Collection:
4-Nail Fastening Pattern 6-Nall Fastening Pattern
sSuNaIM fastening area vtlinh Stmayail@ fastening area witlth
Nan,lypical Nail;Typical
1 2"" 7 72" 1" 1" 12" ..� 12" 1'•
.pm.cwnoa..xsr ,•.. m.,nare+w.e. -• sa.w;a =-:.y,=. -.v..":ca�aaa.va r..e -_-� a'w-:"– �:wM,co�.asazaw :,A.
6.118" -Ti -_
F1
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12
SureNall9/astening erect wtON
Neil,typlul
t' 11 2" � � 12" 1°
6-1t6"yyg^
�2.
Four t"Spots of Asphalt ReoMg Cement
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-118
Certificate of Authorization#9503 6""EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-1113
Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017
Page 5 of 8
I
N`\-- TR,1N1TY1ER®
6.2.1 Minimum Nailing—Tru Definition®Oakridge°,Oakridge°:
4 Nail Pattern 6 Nail Pattern
Esquema con 4 clavos Esquema con 6'clavos
- -'1 1��_
Imo-° �E— 12 [�K —
5 518"Exposure Nails - 55/8"Exposure Nails
Exposid6n de35/Spulg. Claws 'Exposidtinde56/8pslg. 5 518"Exposure clavas 55/81"Expose
Exposid6n de 5618 ping. Exposid6n de 6618pulg.
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12
SuraNai19wlCtl
r////--Nall,Typioal
12' I / 11 _ _�4
11.118"
Four 1"Spots of Asphalt Roofing cement
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing—WeatherGuard®HP:
1• "XIS 614�bb GIC11111111 view
h
k-- z' 7
•;ass. •�.s�. ;,�••
FiManw7l��t Mrl LiM
CtM tax a'iilir�}ljr;iin
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-118
Certificate of Authorization 119503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-1113
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 6 of 8
TRINITY I ERD
6_3 Hip&Ridge Shingles:
6.3.1 Installation of Berkshire Hip and Ridge Shingles, High Ridge, WeatherGuard HP Hip and Ridge Shingles
and ProEdge Hip & Ridge Shingles shall comply with the Owens Corning current published instructions,
using four (4) nails per shingle. 'Installation of DuraRidgeT'" Hip & Ridge Shingles shall comply with the
Owens Corning current published instructions, using two (2) 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.1 4 Fig.2
F—.Pwailinumd ,
.Direction." A TopVlew .SideView
Nails--`_4 p Nails Nails
TapRed Rel I
4' Picce
I I I
1 I I
I 51
JI
9' .I
EXposure ul '
I
I'
' I
I
I
I- I'
6.3.4 Minimum Nailing—WeatherGuard®HP Hip and Ridge:
Fig.A
Fig:G Hip:&Ridge Shingle'
hingle Fastening
4 4 pVkvr
Prevailing Wind To
Direction
Nails
A
Nally q 4
I
Nally Nails
-
4.4 "
2.
I I I I •..t... .�.
lizposuro
. S' Eltposure
Exterior Research and Design,'U.C. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-1113
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 7 of 8
" TRINITY ERD
6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles:
Prevailing Standard —11"—
Wind DirectionFastening
Sealant Strip Pattern
2" 2^
�r 6"Exposure .-V
12'
12' 1 Sealant
Fasten 711? 7 1` 6"Exposure
Cover Exposed 1
_ Fasteners with
C Roof Cement 1-12' I
i
6.3.6 Minimum Nailing—DuraRidgei"Hip&Ridge Shingles:
Note:The drawings below pertain to minimum,as-tested attachment requirements. Refer to Owens Corning
published installation instructions for their minimum requirements.
F?oraifng Wiry!Diry tim Top View
�—Diruaiond-rnimnc.�r�nc Vueenplan
Diracatridalvirneoprudcrnirunto HII- Visca superior I-1H
Nail
cio.
(hvem Corning Surdlail' '•. C.-
I I I
AI�a
I I s —I„
rtEyacrti V I.�>s
7. LABELING:
7.1 Labeling shall be in accordance with the requirements 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.
8. BUILDING PERMIT REQUIREMENTS:
As required bV 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 bV Florida Rule 9N-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625;(631)546-2458;Kanchi.Agrawala-Dokania@ul.com
END OF EVALUATION REPORT-
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017
Page 8 of 8