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i✓ a �'` FL# FL14645-R2
��:�t.
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Metal Sales Manufacturing Corporation
Address/Phone/Email 545 South 3rd Street,Suite 200
Louisville,KY 40202
(812)218-7342
dsterTner@metaisales.us.com
Authorized Signature David Stermer
dsterrner@metaisales.us.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email \� L
Category Roofing
Subcategory Metal Roofing ,1
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
J Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Bala Sockalingam
the Evaluation Report
Florida License PE-62240
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Yoosef Lavi, P.E.
4 Validation Checklist-Hardcopy Received
Certificate of Independence FL14645 R2 COI CertificateIndependence.pdf
Referenced Standard and Year(of Standard) Standard Year
FM 4470 1992
TAS 125 2003
UL 1897 1998
UL1897 2004
UL 580 1994
UL 580 2006
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL14645 R2 Equiv TestEguivalentC2010 UL.pdf
Sections from the Code
httn•//www flnridnhuildinL nror/nr/nr ann dtl_asnx?naram=wGEVXOwtDasw8ZVNfe8A7... 8/26/2015
Florida Building Code Online Page 2 of 4
Product Approval Method Method 1 Option D
Date Submitted 03/31/2015
Date Validated 04/14/2015
Date Pending FBC Approval 04/18/2015
Date Approved 06/23/2015
Summary of Products
FL# Model,Number or Name Description
14645.1 2.5"Corrugated Min.26 ga.,21.33"wide coverage through fastened roof
panel over min. 19/32"thick plywood deck.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14645 R2 II EvaluationReportC2010 I.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure: +N/A/-86.0 Evaluation Reports
Other:Uplift load of 82.3 psf at fastener spacing of 36"o.c. FL14645 R2 AE EvaluationReportC2010 I.pdf
and 86.0 psf at fastener spacing of 12"o.c. Created by Independent Third Party:Yes
14645.2 5V-Crimp Min.26 ga.,24 wide through fastened roof panel over min.
19/32"thick plywood deck with fasteners through panel flat.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14645 R2 II EvaluationReportC2010 2.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure: +N/A/-149.6 Evaluation Reports
Other:Uplift load of 84.5 psf at fastener spacing of 24" FL14645 R2 AE EvaluationReportC2010 2.pdf
o.c., 131.3 psf at fastener spacing of 18"o.c.and 149.6 psf Created by Independent Third Party:Yes
at fastener spacing of 12"o.c.
14645.3 SV Crimp Min.26 ga.,24"wide through fastened roof panel over min.
19/32"thick plywood deck with fasteners through panel rib.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14645 R2 II EvaluationReportC2010 3.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:+N/A/-196.75 Evaluation Reports
Other:Uplift load of 41.6 psf at fastener spacing of 36" FL14645 R2 AE EvaluationReportC2010. 3.pdf
o.c.,74.8 psf at fastener spacing of 16"o.c.and 196.75 psf Created by Independent Third Party:Yes
at fastener spacing of 8"o.c.
146454' 5V-Crimp Min.26 ga.,24"wide through fastened roof panel over min.
15/32'thick plywood deck or 7/16"thick OSB with fasteners
through panel rib.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14645 R2 II EvaluationReportC2010 4.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:+N/A/-172.5 Evaluation Reports
Other:Uplift load of 30.0 psf at fastener spacing of 36"o.c. FL14645 R2 AE EvaluationReportC2010_4.pdf
and 172.5 psf at fastener spacing of 6"o.c. Created by Independent Third Party:Yes
14645.5 Aluminum Classic Rib Nom.0.032'thick,36"wide,aluminum through fastened
roof panel over min. 15/32"thick plywood deck or 7/16"
thick OSB.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14645 R2 II EvaluationReyortC2010_S.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:+N/A/-120 Evaluation Reports
Other:Uplift load of 30 psf at fastener spacing of 36"o.c. FL14645 R2 AE EvaluationReportC2010 5.pdf
and 120 psf at fastener spacing of 6"o.c. Created by Independent Third Party:Yes
14645.6 Aluminum Vertical Seam Nom.0.032'thick, 16"wide,aluminum standing seam roof
panel over min. 15/32"thick plywood deck or 7/16"thick
OS B.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14645 R2 II EvaluationReportC2010 6.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant:N/A Created by Independent Third Party:Yes
httn-//www flnridahiiilrling nrg/nr/nr ann dtl asnx7naram=wCTFVXOwtDnsw8ZVNfe8A7.._ 8/26/2015
DR Of. G MKEB BY:
PANEL OVERLAP e.s. D.S.
5V-CRIMP PDT 25/15
FASTENER AT PANEL
SEE DETAIL 2 / SEE DETAIL 1 REQUIRED FOR PANEL LAT
a
ENDS ONLY.
x
PANEL FASTENER PER ALLOWABLE o
MINIMUM ATTACHMENT: PRESSURE TABLE ON THIS SHEET. o
8d x 2.5' LONG RING SHANK NAIL
UNDERLAYMENT SHALL BE INSTALLED OR #8 x 2" LONG WOOD SCREWS
AS PER MANUFACTURER'S INSTALLATION SPACED 6" O.C. IN THE FIELD
GUIDELINES & AT EDGES
MIN. 2X_ WOOD RAFTER/JOIST/ d
TRUSS AT MAX. 24" O.C. O o
TYPICAL PANEL INSTALLATION X-SECTION " "
Z F-
� raN
Ngo
#9-16 OR #10-14 WOODSCREWS DESIGN UPLIFT PRESSURE N �
WITH SELF SEALING WASHER ATN
MAXIMUM SPACING OF 36" O.C. FASTENER PRESSURE J
SPACING (PSF) =s o
(IN) Fv_n HCl
SV-CRIMP 00
`• 36 30.0
MIN 26 GA. w N
6 172.5 Lo
Li
L- A -� d
Ld
GENERAL NOTES:
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE It
UNDERLAYMENT FLORIDA BUILDING CODE (FBC). a a om
OSB 7/16" THICK (MIN.) OR 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.019"). EFFECTIVE COVERING - ani
DETAIL 1 PLYWOOD 15/32' THICK (MIN.) WIDTH OF PANEL = 24'. it
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS
SPECIFIED ON THIS DRAWING. � i
4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS
#9-16 OR #10-14 WOODSCREWS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS o e Y
WITH SELF SEALING WASHER AT ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING. N
MAXIMUM SPACING OF 36" O.C. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA �_ 5gca
BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUMom
REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL.
SV-CRIMP 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
MIN RI GA. REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
UNDERLAYMENT 0 INC N . REV.
OSB 7/16" THICK (MIN.) OR 210-4
DETAIL 2 PLYWOOD 15/32" THICK (MIN.) SNEEf NO.
1 OF 1
FL 14645.4-R2
C2010-4
3.27.15
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation
Product Name: 5V-Crimp
Panel Description: 24" wide coverage with(5) 1/2" high ribs
Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or
Galvalume coated steel (ASTM A792) or painted steel(ASTM A755).
Deck Description: Min. 7/16" thick OSB or min. 15/32" thick plywood at max span of
24" for new and existing constructions. Designed and installed as per
FBC 2014.
Deck Attachment: 8d x 2.5" long ring shank nails or 48 x 2" long wood screws @ 6" o.c.
(Minimum) in the plywood field and edges
Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1
Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2.
Design Uplift Pressure: 30.0 psf @ fastener spacing of 36" o.c.
(Factor of Safety=2) 172.5 psf @ fastener spacing of 6" o.c.
Fastener Pattern:
Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener
shall be of sufficient length to penetrate through the deck a minimum
of 3/8" and installed as per Metal Sales current installation procedure.
At panel ends @ 6" o.c. across panel width
At intermediate @ 12" o.c. across panel width
Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance
of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering
Systems'.
Code Compliance: The product described herein has demonstrated compliance with FBC
2014 Section 1507.4
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress
design. The maximum fastener spacing listed herein shall not be
exceeded. This evaluation report is not applicable in High Velocity
Hurricane Zone. Fire classification is not within scope of this
Evaluation Report. Refer to FBC 2014 Section 1505 and current
approved roofing materials directory or ASTM E108AM790 report
from an accredited laboratory for fire ratings of this product.
Florida Building Code Online Page 1 of 2
RECEIVED SEP 0 91015
►LE Copy t
�, ..
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Product Approval Menu>Product or Application Search>Application List>Application Detail
P.M.+ FL* FL14317-117
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Boral Roofing/MonierLifetile
Address/Phone/Email 7575 Irvine Center Drive
Suite 100
Irvine,CA 92618
(602)515-6933
Bora[RoofingUSAQuality@boral.com
Authorized Signature Jemmett Thomas
BaralRoofingUSAQuality@boral.com
Technical Representative Adrian Cooper
Address/Phone/Email 135 NW 20th Street
Boca Raton,FL 33431
(954)520-5461
acoopeer@minlerlifetile.com
Quality Assurance Representative
Address/Phone/Email
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 developed Robert J. M. Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/13/2017
Validated By John W. Knezevich,PE
d. Validation Checklist-Hardcopy Received
Certificate of Independence FL14317 R7 COI 2015 01 COI Nieminen.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2009
FRSA/TRI(April 2012)04-12 2012
TAS 103 1995
UL 1897 2004
Equivalence of Product Standards
Certified By
Sections from the Code
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCLTITT,'el20B o... 9/9/2015
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 07/01/2015
Date Validated 07/02/2015
Date Pending FBC Approval 07/11/2015
Date Approved 08/19/2015
Summary of Products
FL# Model,Number or Name Description
14317.1 Boral Roof Underlayments Roof underlayments for use in prepared roof assemblies
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14317 R7--II-2015 07 FINAL ER BORAL Underlayments_FL14317-
Approved for use outside HVHZ:Yes R7.Ddf
Impact Resistant:N/A Verified By: Robert]. M. Nieminen PE-59166
Design Pressure: +N/A/-202.5 Created by Independent Third Party:Yes
Other: 1.)The design pressure in this Evaluation Reports
application pertains to a particular underlayment FL14317 R7 AE 2015 07 FINAL ER BORAL Underlavments FL14317-
system for use under foam-on tile systems. R7.yd
Refer to ER Section 5.6.2 for all such systems Created by Independent Third Party:Yes
and max design pressures.2.)Refer to ER
Section 5 for Limits of Use.
Back Next
Contact Us::1940 North Monroe Street,Tallahassee R_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:
sF
sccuritr:i i,nit,
http://www.floridabuildinc,.org/nr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKe120B o... 9/9/2015
EXTERIOR RESEARCH&DESIGN,I.I.C.
Certificate of Authorization#9503
' 353 CHRISTIAN STREET,UNIT#13
k-- t o R1 1 6 1 ;ER® OXFORD,CT 06478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Boral Roofing Evaluation Report M35710.12.10-R8
7575 Irvine Center Drive FL14317-117
Suite 100 Date of Issuance:12/21/2010
Irvine,CA.92618 Revision 8:07/01/2015
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 5th Edition(2014)Florida Building Code sections noted herein.
DESCRIPTION: Boral Roof Underlayments
LABELING: Labeling shall be 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. Trinity ERD 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 6.
Prepared by:
_ y -
"o' C�F"
,�`•:�r..tet
RobertJ.M.Nieminen P.E. ' F
The facsimile 07/01/2015.This do wasauthorizedas an Robert Nieminen,
Nieminen, �r�8j��� `4;��i� P.E.on 07/01/2015.This does not serve as an electronically signed
Florida Registration No.59166,Florida DCA ANE1983 i document Signed,sealed hardcapies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinityJERD 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 Trinity I ERD 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.
TRINITY ER®
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: Boral Roof Underlayments, as marketed by Boral Roofing, 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
1504.3.1 Wind Uplift UL 1897 2004
1507.2.4,1507.2.8,1507.2.9.2,1507.4.5.1, Physical Properties ASTM D1970 2009
1507.4.5.2,1507.5.3,1507.5.3.2,1507.6.3,
1507.6.3.2,1507.7.3,1507.7.3.2
1507.33 Installation Practice FRSA/TRI April 2012(04-12) 2012
1523.6.5.2.1 Physical Properties TAS 103 1995
3. REFERENCES:
9223f Examination Reference Date
ERD(TST6049) Wind Uplift T6460.06.07-R1 10/09/2007
ERD(TST6049) Physical Properties T33190.08.10 08/06/2010
ERD(TST 6049) Physical Properties M33180.08.10 10/09/2010
ERD(TST6049) Wind Uplift T37610.07.11 07/29/2011
ERD(TST 6049) Physical Properties 1340380.08.12 08/28/2012
ERD(TST 6049) Physical Properties 041420.09.12-2 09/11/2012
ERD(TST 6049) Physical Properties B41940.09.12 09/13/2012
ERD(TST 6049) Physical Properties B47390.07.14-1 07/31/2014
ERD(TST 6049) Physical Properties 847390.09.14 09/04/2014
PRI(TST5878) Physical Properties NEI-006-02-01 04/01/2002
PRI(TST 5878) Physical Properties NEI-034-02-02 03/23/2006
PRI(TST 5878) Physical Properties NEI-045-02-01 08/08/2007
PRI(TST 5878) Physical Properties NEI-053-02-01 05/01/2008
PRI(TST 5878) Physical Properties NEI-070-02-01 08/12/2009
PRI(TST 5878) Physical Properties NEI-031-02-02:REV 10.27.10 10/27/2010
PRI(TST 5878) Physical Properties NEI-029-02-01REV:11.03.10 12/03/2010
PRI(TST 5878) Physical Properties NEI-046-02-01REV 12/17/2010
PRI(TST 5878) Physical Properties NEI-034-02-02/MLT-015-02-01 01/29/2013
PRI(TST 5878) Wind Uplift BORR-001-02-01 03/17/2015
PRI(TST 5878) Wind Uplift BORR-005-02-01 06/24/2015
UL,LLC.(QUA 9625) Quality Assurance Service Confirmation,R14610 Exp.12/10/2017
UL,LLC.(QUA 9625) Quality Assurance Cross-Listing Confirmation,R16744 09/04/2013
UL,LLC.(QUA 9625) Quality Assurance Service Confirmation,R16744 Exp.10/13/2017
4. PRODUCT DESCRIPTION:
4.1 Self-Adhering Underlayments:
4.1.1 Boral TileSeal® 50"T is a nominal 50-mil thick, polyester-surfaced, self-adhering SBS modified bitumen roof
underlayment.
4.1.2 HT
Boral TileSeal® is a nominal 60-mil thick, polyester-surfaced, self-adhering SBS modified bitumen roof
underlayment.
4.1.3 GatorSeal®is a nominal 55-mil thick,granular-surfaced,fiberglass reinforced,self-adhering SBS modified bitumen roof
underlayment.
4.1.4 StormSentryTM is a nominal 120-mil thick,mineral-surfaced,fiberglass reinforced,self-adhering SBS modified bitumen
roof underlayment.
4.1.5 Citadel® Plus is a nominal 48-mil thick, fabric-surfaced, fiberglass reinforced, self-adhering SBS modified bitumen
roofing underlayment for use as a base-layer in two-ply underlayment systems.
Exterior Research and Design,LLC. Evaluation Report M35710AZ10-118
Certificate ofAuthorirotion#9503 FL14317-117
Revision 8:07/01/2015
Page 2 of 6
:T TRINITY'ERD
5. LImrwiow
5.1 This is a building code evaluation. Neither TrinityERD 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 the HVHZ.
5.3 Fire Classification is not part of this Laboratory Report,refer to current Approved Roofing Materials Directory for fire
ratings of this product.
5.4 Boral 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 AHJ for approval based on this evaluation
combined with supporting data for the prepared roof covering.
5.5 Allowable roof covers applied atop Boral Roof Underlayments are follows. Table 1 pertains to use of each listed
underlayment by-itself beneath the stated roof covers. Refer to the installation instructions and Table 2 for two-ply
underlayment options.
TABLE 1:'ROOF COVER OPTIONS
Asphalt Wood Shakes
Underlayment Shingles Nail-On Tile Foam-On Tile Metal &Shingles Slate
Boral TileSeal 50"r Yes Yes No Yes Yes Yes
(battens only)
Boral TileSeal"r Yes Yes Yes Yes Yes Yes
-- - (See 5.5.1) -'--""
GatorSeal Yes Yes No No Yes Yes
(battens only)
StormSentry Yes Yes No No Yes Yes
5.5.1 "Foam-On Tile" is limited to use of the following unless tensile adhesion/long term aging data from an accredited
testing laboratory is provided.
Underlayment Tile Adhesives
3M"'2-Component Foam Roof Tile Adhesive AH-160(FL6332)
3M'"Roof Tile Adhesive RTA-1(FL6276)
Boral TileSeal"r Dow TILE BOND'"Roof Tile Adhesive(FL717)
Convenience Products'Touch'n Seal StormBond Roof Tile Adhesive(FL14506)
5.6 Allowable Substrates:
5.6.1 Direct-Bond to Deck:
Citadel Plus,Boral TileSeal 50";Boral TileSeal"r,StormSentry or GatorSeal:
➢. Plywood(unprimed or primed with ASTM D41 primer).
Boral TileSeal"T:
D OSB primed with ASTM D41 primer.
5.6.2 Wind Resistance of Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) 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
prescriptively addressed in FRSA/TRI April 2012(04-12)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, and reflects the ultimate
passing pressure divided by 2(the 2 to 1 margin of safety per FBC 1504.9 has already been applied).Refer to FRSA/TRI
April 2012(04-12),Appendix A,Table 1A or FBC 1609 for determination of design wind loads.
5.6.2.1 Maximum Design Pressure=-105 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Ply: (Optional)Citadel Plus,self-adhered
Underlayment: Boral TileSeal";self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x 1'/<"ring shank
nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c.
Exterior Research and Design,LLC. Evaluation Report M35710.12.10-R8
Certificate ofAuthorization#9503 FL14317-117
Revision 8:07/01/2015
Page 3 of 6
LLy. RINITY.I .+ER®
5.6.2.2 Maximum Design Pressure=-202.5 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: ASTM D41 to the plywood deck
Base Ply: (Optional)Citadel Plus,self-adhered
Underlayment: Boral TileSeal"r,self-adhered,and back-nailed within the selvedge-edge side laps using 12 ga.x 1'/ ring shank
nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c.
5.6.3 Bond to Base Laver Underlayment:
Citadel Plus,Boral TileSeal 50"T,Boral TileSeal"T or GatorSeal:
➢ ASTM D226,Type II felt;Citadel Plus.
StormSentry:
➢ ASTM D226,Type 11 felt;Citadel Plus.
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 April 2012 (04-12), Appendix A, Table 1 or as tested in accordance with FBC Section
1504.3.1.
5.6.4 Bond to Other Substrate Types:
Citadel Plus,Boral TileSeal 50"T,Boral TileSeal"T,StormSentry or GatorSeal:
➢ ASTM D41 primed metal(e.g.,flashing metal,valley metal,etc).
Boral TileSeal"T:
➢ Huber Zip Deck(unprimed or primed with ASTM D41 primer);Dens Deck Prime.
Note:For installation under mechanically attached prepared roof coverings,insulation shall be attached per minimum
requirements of the prepared roof covering manufacturer's Product Approval.
5.7 Exposure Limitations:
5.7.1 GatorSeal shall not be left exposed for longer than 30-days after installation,prior to placement of final roof cover.
5.7.2 StormSentry shall not be left exposed for longer than 90-days after installation,prior to placement of final roof cover.
5.7.3 Alcazar, Boral TileSeal 50"r and Boral TileSeal"r shall not be left exposed for longer than 180-days after installation,
prior to placement of final roof cover.
5.7.4 Citadel Plus,for use as a base-layer in a two-ply underlayment system,shall not be left exposed for longer than 180-
days after installation,prior to placement of subsequent underlayment layer.
6. INSTALLATION:
6.1 Boral Roof Underlayments shall be installed in accordance with Boral Roofing published installation instructions
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 Install self-adhering underlayment when ambient and surface temperatures are minimum 40°F and rising.
6.4 Citadel Plus:
6.4.1 Citadel Plus is limited to use as a base or mid-layer in multi-ply underlayment systems beneath Boral TileSeal 50"r,
Boral TileSeal"T,GatorSeal or StormSentry.
6.4.2 Slope limitations are those associated with the top-layer underlayment.
6.4.3 Direct to Deck:
Cut the membrane into manageable lengths, typically 10 to 12 ft. Align the membrane parallel to the roof edge,
extending over by Y4-inch. Fold the membrane away from the edge onto itself. Remove the release sheet.Place the
membrane with the exposed rubberized asphalt onto the deck, pressing firmly into place. Roll into place with a
weighted roller.
Boral recommends fastening of the top edge of the sheet to the deck with roofing nails, nails&tin-tags or 1-inch
diameter plastic or steel cap nails spaced 24-inch o.c. for slopes below 7:12 and 12-inch o.c. for slopes 7:12 and
greater. Overlap successive courses minimum 2 inches(horizontal lap)and minimum 4"end(vertical)laps.
Install final underlayment layer atop Citadel Plus per 'direct-to-deck' instructions for Boral TileSeal 50KT, Bora)
TileSeal"r,Gatorseal or StormSentry.
Exterior Research and Design,LLC. Evaluation Report M35710.12.10-R8
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6.4.4 To Base Sheet:
Install ASTM D226,Type II felt in accordance with Code requirements or install Citadel Plus in accordance with Boral
Roofing published installation instructions and Section 6.4.3 and when used as part of a multi-ply system.
Install Citadel Plus as a mid-ply in accordance with Boral Roofing published installation instructions and Section 6.4.3.
Install final underlayment layer atop Citadel Plus per 'direct-to-deck' instructions for Boral TileSeal 50n Boral
TileSealll,GatorSeal or StormSentry.
6.5 Boral TileSeal 50"r:
6.5.1 Install Boral TileSeal 50w in compliance with manufacturer's published installation instructions and the requirements
for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed.
6.5.2 Do not use Boral TileSeal 50"r on roof pitches less than 2:12.
6.5.3 Non-Tile Applications,Direct to Deck:
Cut the membrane into manageable lengths, typically 10 to 12 ft. Align the membrane parallel to the roof edge,
extending over by%-inch. Fold the membrane away from the edge onto itself. Remove the release sheet. Place the
membrane with the exposed rubberized asphalt onto the deck, pressing firmly into place. Roll into place with a
weighted roller.
Boral recommends fastening of the black selvedge edge to the deck with roofing nails, nails & tin-tags or 1-inch
diameter plastic or steel cap nails spaced 24-inch o.c. for slopes below 7:12 and 12-inch o.c. for slopes 7:12 and
greater. Overlap successive courses the width of the black-selvedge area,minimum 3-inch.
Seal under end(vertical)laps using approved mastic,or use Joined and Folded Seam or Inverted Sheet Seam method
detailed in Boral Roofing published installation instructions.
6.5.4 Non-Tile Applications,to Base Sheet:
Install ASTM D226,Type II felt in accordance with Code requirements.
Install Boral TileSeal 50"r in accordance with Boral Roofing published installation instructions and Section 6.5.3,except
end(vertical)laps,described below.
Apply SBS Mastic under all end (vertical) laps or any other laps where the self-adhering bituminous underside is in
contact with the fabric top surface,rolling the interface into place with a weighted roller.
6.5.5 Tile Applications:
Reference is made to FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein,using the instructions noted
above as a guideline. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment.
Battens must be used for all tile installations atop Boral TileSeal 50HT. Boral Roofing's Elevated Batten System— or
counter battens are required for roof pitches of 2%:12 to less than 4:12.
6.6 GatorSeal and StormSentry:
6.6.1 Install GatorSeal and StormSentry in compliance with manufacturer's published installation instructions and the
requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be
installed.
6.6.2 Do not use GatorSeal on roof pitches less than 2:12. Do not use StormSentry on roof pitches less than X:12 while
ensuring there is no possibility for ponding water on the surface of StormSentry.
6.6.3 Non-Tile applications,Direct to Deck:
Cut the membrane into manageable lengths, typically 10 to 12 ft. Align the membrane parallel to the roof edge,
extending over by%-inch.Fold the membrane away from the edge onto itself. Remove the release sheet.Place the
membrane with the exposed rubberized asphalt onto the deck, pressing firmly into place. Roll into place with a
weighted roller.
Boral recommends fastening of the black selvedge edge to the deck with roofing nails, nails &tin-tags or 1-inch
diameter plastic or steel cap nails spaced 24-inch o.c. for slopes below 7:12 and 12-inch o.c. for slopes 7:12 and
greater. Overlap successive courses the width of the black-selvedge area,minimum 3-inch.
Seal end (vertical) laps using SBS Mastic under all side (vertical) laps or any other laps where the self-adhering
bituminous underside is in contact with the granular or mineral top surface, rolling the interface into place with a
weighted roller,or using the Inverted Sheet Seam detailed in Boral Roofing published installation instructions.
Exterior Research and Design,LLC. Evaluation Report M35710.12.10-R8
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6.6.4 Non Tile Applications,to Base Sheet:
Install ASTM D226,Type II felt in accordance with Code requirements or install Citadel Plus in accordance with Boral
Roofing published installation instructions and Section 6.4.
Install GatorSeal or StormSentry over ASTM D226, Type 11 felt or Citadel Plus in accordance with Boral Roofing
published installation instructions and Section 6.6.3 except end(vertical)laps,described below.
Apply SBS Mastic under all side (vertical) laps or any other laps where the self-adhering bituminous underside is in
contact with the granular top surface,rolling the interface into place with a weighted roller.
6.6.5 Tile Applications:
Reference is made to FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein,using the instructions noted
above as a guideline. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment.
Battens must be used for all tile installations atop GatorSeal.
6.7 Boral TileSeal"T:
6.7.1 Install Boral TileSeal HT in compliance with manufacturer's published installation instructions and the requirements for
ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed.
6.7.2 Do not use Boral TileSeal HT on roof pitches less than 2:12.
6.7.3 Non-Tile Applications,Direct to Deck:
For OSB substrate, prime with ASTM D41 primer and allow to dry prior to installation. Cut the membrane into
manageable lengths,typically 10 to 12 ft.Align the membrane parallel to the roof edge,extending over by%-inch.Fold
the membrane away from the edge onto itself. Remove the release sheet. Place the membrane with the exposed
rubberized asphalt onto the deck,pressing firmly into place. Roll into place with a weighted roller.
Boral recommends fastening of the black selvedge edge to the deck with roofing nails, nails &tin-tags or 1-inch
diameter plastic or steel cap nails spaced 24-inch o.c. for slopes below 7:12 and 12-inch o.c. for slopes 7:12 and
greater. Overlap successive courses the width of the black-selvedge area,minimum 3-inch.
Seal under end(vertical)laps using approved mastic,or use Joined and Folded Seam or Inverted Sheet Seam method
detailed in Boral Roofing published installation instructions.
6.7.4 Non-Tile Applications,to Base Sheet:
Install ASTM D226,Type II felt in accordance with Code requirements or install Citadel Plus in accordance with Boral
Roofing published installation instructions and Section 6.4.
Install Boral TileSeal Hr in accordance with Boral Roofing published installation instructions and Section 6.7.3,except
end(vertical)laps,described below.
Apply SBS Mastic under all end (vertical) laps or any other laps where the self-adhering bituminous underside is in
contact with the fabric top surface,rolling the interface into place with a weighted roller.
6.7.5 Tile Applications:
Reference is made to FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein,using the instructions noted
above as a guideline. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment.
Battens must be used for all tile installations atop Boral TileSeal HT with roof pitches of 2%:to less than 3:12. Boral
Roofing's Elevated Batten System or counter battens are required.
Approved foam adhesive may be used for roof slopes 2:12 and greater.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
S. MANUFACTURING PLANTS:
Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements.
9. QUALITY AssuRANCE ENTITY:
UL,LLC.—QUA9625;(414)248-6409;Karen.buchmann@us.ul.com
-END OF EVALUATION REPORT-
Exterior Research and Design,I.I.C. Evaluation Report M35710.12.10-R8
CerWicate of Authorization N9S03 FL14317-R7
Revision 8:07/01/2015
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