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IV
MAR 21 201
Lucie County,
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SCANNED
�huc�a'i�brT � ` �1►pPl' ication Detaill �C'S� IL40
FL11602-R4 ✓ ► R-1A Q-7-ukA I.
Revision ST. LUCIE COUNTY BUILD
#OW
2
017 REVIEWED FOR
k
Approved REVIE
DAT PLANS AND PERMIT MUSTBE KEPT ON JOB
SITE OR NO INSPECTION(S) WILL BE MADE
InterWrap, Inc.
32923 Mission Way
Mission, NON -US 00000
(551) 574-2939
mtupas@interwrap.com
Eduardo Lozano
elozano@interwrap.com
Eduardo Lozano
32923 Mission Way
Mission, NON -US 00000
(778) 945-2891
elozano@interwrap.com
THESE PLANS AND ALL PROPOSED WORD
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
Roofing
Underlayments
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
C.1 Evaluation Report - Hardcopy Received
CONCEALED FASTENERS OR ATTACHMENT'S
developed Robert Nieminen ARETHERESPOPMBILRYOFTHE
CONTRACTOR OR RECORD
PE-59166
Intertek Testing Services NA, Inc. - QA Entity
Date 09/30/2019
John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard)
FL11602_R4 COI 2017 Ot M_Nieminen.pdf
Standard
Year
ASTM D1970
2015
ASTM D226 (physicals)
2009
FRSA/TRI April 2012
2012
TAS 110 (weathering)
2000
FILE COPY
Equivalence of Product Stan s
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
10/10/2017
10/11/2017
10/15/2017
12/12/2017
.` "y >�` e x ffa
..
11602.1
Titanium Roof
IUnderlayments
Synthetic sheet -type roof underlayments
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11602 R4 II 2017 10 FINAL ER INTERWRAP FL11602-
R4.pd
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Robert Nleminen PE-59166
Design Pressure: +N/A/-45
Created by Independent Third Party: Yes
Other: 1.), The design pressure noted
herein pertains to use
Evaluation Reports
of a specific underlayment system beriLth
foam -on tile
FL11602 R4 AE 2017 IQ —FINAL ERINTERWRAP FL11602-
sytsems. Refer to ER Section 5.6.3 for
details. 2.) Refer to ER
R4.12df
Sections 5 and 6 for other Limits of Usel
1 Created by Independent Third Party: Yes
The State of Florida is an AA/EEO employer.
Under Florida law, email addresses are public
electronic mail to this entity. Instead, contact ti
Section 455.275(1), Florida Statutes, effective 0
they have one. The emalls provided may be use
supply a personal address, please provide the Dep
Back Noxt
2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
:: Privacy Statement :: Accessibility Statement :: Refund Statement
cords. If you do not want your e-mail address released in response to a public -records request, do not send
e office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to
tober 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
for official communication with the licensee. However email addresses are public record. If you do not wish to
ment 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:
®99®
EVALUATION REPORT
Interwrap, Inc.
32923 Mission Way
Mission, BC V2V-6E4 Canada
(551)574-2939
EXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
(203) 262-9245
Evaluation Report
FL11602-R4
Date of Issuance:11/03/2008
Revision 4:10/10/2017
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: Titanium'" Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Reportis valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or rovisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client onstitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity I 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 'Trinity I ERD 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
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DC4 ANE1983
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD does not have, nor does it intend t
distributing products it evaluates.
2. Trinity I ERD is not owned, operated or controlled
3. Robert Nieminen, P.E. does not have nor will acq
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will aci
product.
5. This is a building code evaluation. Neither Trini
project on which this Evaluation Report, or previ
specifically for that purpose.
7.
The facsimile seal appearing was authorized by Robert
Nieminen, P.E. on 10/10/2017. This does not serve as an
electronically signed document.
acquire or will it acquire, a financial interest in any company manufacturing or
any company manufacturing or distributing products it evaluates.
e, a financial interest in any company manufacturing or distributing products for
a financial interest in any other entity involved in the approval process of the
ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
s versions thereof, is/was used for permitting or design guidance unless retained
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underla
Compliance Statement: Titanium'
compliance with the intent of the foil
in accordance with applicable sect
Requirements and Limitations / Condi
2. STANDARDS:
P Underlayments, as produced by Interwrap, Inc., have demonstrated
Y. sections of the 6th Edition (2017) Florida Building Code through testing
the following Standards. Compliance is subject to the Installation
of Use set forth herein.
Section
Pro a
Standard
Year
1507.1.1,T1507.1.1
Unrolling,IBreaking Strength, Pliability
ASTMD226
2009
1507.1.1
Tear Strength
ASTM D1970
2015
1507.1.1, T1507.1.1,1507.2.9.2
Physical Properties
ASTM D1970
2015
1507.3.3
Physical Properties
FRSA/TRI April 2012 (04-12)
2012
TAS 110
Accelerated Weathering
TAS 110
2000
3. REFERENCES:
Enti
Examination
Reference
Date
ERD (TST6049)
Physical Properties
115010.04.09
04/29/2009
ERD (TST6049)
Physical Properties
115010.05.10
05/14/2020
ERD (TST6049)
Physical Properties
135520.06.11
06/15/2011
ERD (TST6049)
ASTM D226
138010.08.11
08/11/2011
ERD (TST6049)
Wind Uplift
135520.08.11-1
08/12/2011
ITS (TST1509)
ASTM D226
311801000Q-003
04/26/2007
ITS (TST1509)
ASTM D2,26
3130639COQ-002A
08/21/2007
ITS (TST1509)
Physical Properties
3126617COQ-005
10/31/2007
ITS(TST1509)
ASTM D226
101823107COQ-011
01/23/2015
PRI (TST5878)
ASTM D111970
OCF-341-02-01
09/20/2017
PRI (TST5878)
ASTM D1I970; Tear strength
OCF-331-02-02
10/03/2017
PRI (TST5878)
ASTM D1970, Tear strength
OCF-332-02-02
10/03/2017
PRI (TST5878)
ASTM D1970; Tear strength
OCF-334-02-02
10/03/2017
ITS (QUA1673)
Quality Control
ITS Listings
Current
ITS (QUA1673)
Quality Control
Service Confirmation
09/30/2017
4. PRODUCT DESCRIPTION:
4.1 Self-Adherine
4.1.1 Titanium' PSU-30 is an unreinforced polymer modified bitumen material adhered to the underside of a
polymer -coated, synthetic wovvIen sheet. The underside is backed with a release film. Unit weight 24
Ibs/square. Meets ASTM D197I0 as a single -layer and meets FRSA/TRI April 2012 when used in 2-ply system.
4.2 Mechanically Fastened Underlayments:
4.2.1 TitaniumTM UDL-25 is a syntheltic sheet -type underlayment comprised of a woven core coated on one side
with a polymer coating. Unit weight 2.5 Ibs/square. Meets FBC 1507.1.1(Exception).
4.2.2 Titanium' UDL-30 is a synthetic sheet -type underlayment comprised of a woven core coated on both sides
with a polymer coating. Unit weight 4.0 Ibs/square. Meets FBC 1507.1.1(Exception).
4.2.3 TitaniumTM UDL-50 is a synthetic sheet -type underlayment comprised of a woven core coated on both sides
with a polymer coating. Unit weight 4.7 Ibs/square. Meets FBC 1507.1.1(Exception).
Exterior Research and Design, I.I.C.
Certificate of Authorization #9503
e
Evaluation Report 111980.11.08-R4
ON (2017) FBC NON-HVHZ EVALUATION FL11602-114
Titanium Roof Underlayments Revision 4:10/10/2017
Page 2 of 7
S. LIMITATIONS:
5.1
5.2
5.3
5.4
5.5
�x
NIT ]EK,
This is a building code evaluation. Neither TrinityJERD 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 gI idance unless retained specifically for that purpose.
This Evaluation Report is not foiruse in FBC HVHZ jurisdictions.
Fire Classification is not part o this report; refer to current Approved Roofing Materials Directory for fire
ratings of this product.
Titanium' 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
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
Allowable Roof Covers:
a's.: �.._.
Asphalt
Wood Shakes
Underlayment
Shingles
Nail -On Tile
Foam -On Tile
Metal
& Shingles
Slate
Titanium PSU-30
.p ""4 Y
, �� �a��:Yes�x�
(SiVass Indian
)
jy y
r
a,?%"m�.,Xr:.
k
Titanium PSU-30
Yes
No ^:
N1re52Y�s€i
(Brentwood, NH),
Titanium UDL-25o
aYes'a
`_� f-,
Yes
'Yss.
.,xYes
iga
Titanium UDL-30
� yes —INK,
i;�
eti�+2�i
Yes
ffiYeS �
s'i'
Yes
i se ee
{e
r �
�
a� a
Titanium UDL-509,
;Yes
o
Yes
YeSYtS°,
k..,
5.5.1 "Foam -On Tile" is limited to use of following Approved tile adhesives / underlayment combinations.
s 'Ss s rggq *,,
, i:%I%m 4+.t
.sT fl "' b .r �t ,e A p € Y" ".''
�
i, �° .., TABLE1�1011LW1Al
8ONCADHESiVE,1 �iPlj)ER[AYIi
IF i [N/tRQNS "¢
Adhesive
Florida Product Approval
Underlayments
Dow TileBondT"
FL22525
Titanium PSU-30 (Silvassa, India)
ICP Adhesives Polyset® AH-160
FL6332
Titanium PSU-30 (Silvassa, India)
5.6 Allowable Substrates: Titan!
5.6.1 Direct -Bond to Deck:
➢ New untreated plywood;
➢ Existing untreated plywoc
5.6.2 Bond to Mechanically AttacF
➢ ASTM D226, Type I or II fE
➢ Titanium UDL-30 (primed
primed as needed with D41 primer to achieve bond.
D41 primer) or UDL-30 (inverted).
' Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, LLC. IEvaluation Report 111980.11.08-R4
Certif sate ofAutharizatlon #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL31602-114
Titanium Roof Underlayments Revision 4:10/10/2017
Page 3 of 7
5.6.3
does not address wind uplift rE
the underlayment forms part o
systems that are not addressee
Maximum Design Pressure is tt
and reflects the ultimate passi
already been applied). Refer
determination of design wind Ic
ent Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12)
stance of all underlayment systems beneath foam -on tile systems, where
;he load -path. The following wind uplift limitations apply to underlayment
in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications.
result of testing for wind load resistance based on allowable wind loads,
pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has
i FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for
#1 Maximum Design Pressure = -45
psf:
plywood to meet project requirements to satisfaction of Authority Having
Deck: Min. 15/32-inch
Jurisdiction.
Primer: (Optional) ASTM
D41
Underlayment: One or two plies,
Titanium PSU-30 (Silvassa, India), self -adhered
#2 Maximum Design Pressure = -30
psf*:
Deck: Min. 15/32-inch
plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Titanium UDL-30
(inverted)
Fasteners: 12 ga. annular ring
shank nails having not less than 20 rings per inch, heads not less than 3/8 inch
diameter and lerIgth
sufficient to penetrate through the thickness of deck not less than 3/16-inch
with min. 32 ga.,
1-5/8" diameter tin caps
Spacing: 6-inch o.c. at 4-ir)ch
wide side laps and 12-inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer
required at all tin -caps.
Underlayment: One or two plies l
Titanium PSU 30 (Silvassa, India), self -adhered
#3 Maximum Design Pressure = -30 psf*:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Titanium UDL-30I (printed side up)
Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch
diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch
with min. 32 ga., 1-5/8" diameter tin caps.
Spacing: 6-inch o.c. at 4-inch wide side laps and 12-inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer required over printed side of UDL-30.
Underlayment: One or two plies Titanium PSU 30 (Silvassa, India), self -adhered
#4 Maximum Design Pressure = -45 psf*:
Deck:
Min. 15/32-inc
plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet:
Titanium UDL-30
(inverted)
Fasteners:
12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch
diameter and le{�gth sufficient to penetrate through the thickness of deck not less than 3/16-inch
with min. 32 ga., 1-5/8" diameter tin caps
Spacing:
6-inch o.c. at 4-inch wide side laps and 8-inch o.c. at three (3), equally spaced center rows.
Primer:
ASTM D41 primer required at all tin -caps.
Underlayment:
One or two plies Titanium PSU 30 (Silvassa, India), self -adhered
#5 Maximum Design Pressure = -45 psf*:
Deck:
Min. 15/32-inc plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction. i
Base Sheet:
Titanium UDL-30 (printed side up)
Fasteners:
12 ga. annular ring
shank nails having not less than 20 rings per inch, heads not less than 3/8 inch
diameter and length
sufficient to penetrate through the thickness of deck not less than 3/16-inch
with min. 32 ga.
1-5/8" diameter tin caps.
Spacing:
6-inch o.c. at 4-inch
wide side laps and 8-inch o.c. at three (3), equally spaced center rows.
Primer:
ASTM D41 primer
required over printed side of UDL-30.
Underlayment:
One or two plies,
Titanium PSU 30 (Silvassa, India), self -adhered
Exterior Research and Design, U.C.
Evaluation Report 111980.11.08-R4
Certificate of Authorization #9503
6T" EDITION
(2017) FBC NON-HVHZ EVALUATION FL11602-114
Titanium
Roof Underlayments Revision 4:10/10/2017
Page 4 of 7
5.6.3.1 For mechanically attached M
or exceed that required uncle
Alternatively, the maximum
design pressure determined
attachment density designee
Commonly used methods
Application Standard RAS 1:
Section 2.2.10.1 of FM Loss P
5.7 Exposure Limitations:
Titanium UDL-25, Titanium U
Titanium PSU-30 (Silvasso, Ind
Titanium PSU-30 (Brentwood,
5.8 Tile Slippage Limitations rpe
When loading roof tiles on tl
be as follows. These slope I
tiles.
;e Sheet, the maximum design pressure for the selected assembly shall meet
FRSA/TRI April 2012 (04-12), Appendix A, Table 1A.
lesign pressure for the selected assembly shall meet or exceed the Zone 1
n accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an
by a qualified design professional to resist the elevated pressure criteria.
re ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing
7. Assemblies marked with an asterisk* carry the limitations set forth in
evention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
-30 or Titanium UDL-50 shall not be left exposed for longer than 30-days.
shall not be left exposed for longer than 90-days.
shall not be left exposed for longer than 30-days.
underlayment in direct -deck tile assemblies, the maximum roof slope shall
itations can only be exceeded by using battens during loading of the roof
l AiS% ' Di
iR GT f7f fK 1 IWALLAAN,
.. v ,�r$i
r.
m
Underlayment
Tile Profile
Staging Method
Maximum
Slope
Flat
Max. 10-tile stack
5:12
Titanium PSU-30 (Silvasso, India)
Lugged
Max. 10-tile stack
6:12
6. INSTALLATION:
6.1 Titanium Roof Underlayments shall be installed in accordance with Interwrap 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 pianels, 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).
6.3.1 Shall be installed in compliance with the,' requirements for ASTM 13226, Type I or II underlayment in FBC
Table 1507.1.1 for the type of prepared roof covering to be installed, taking into account the wider sheet -
width for double -layer applications.
6.3.2
6.3.3
Fasteners:
Mechanical attachment of Tit inium UDL-25 and Titanium UDL-30 is limited to ring shank roofing nails with
minimum 1-inch diameter plastic caps.
Mechanical attachment of Titanium UDL-50 is limited to ring shank roofing nails with minimum 3/8-inch
diameter heads; ring shank roofing nails with minimum 1-inch diameter plastic caps; screws and plates; or
plastic cap staples.
Slopes of 4:12 or greater:
End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches.
Minimum attachment shall be 12-inches o.c. vertically and 24-inches o.c. horizontally in accordance with
the surface markings on the exposed face of the underlayment. When batten systems are to be installed
atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the
battens.
Exterior Research and Design, U.C. IEvaluation Report 111980.11.08-R4
Certificate ofAuthori:atlon #9503 6T" EDITION 120171 FBC NON-HVHZ EVALUATION FL11602-R4
tanium Roof Underlayments Revision 4:10/10/2017
Page 5 of 7
6.3.4
Double layer application; begin by fastening a 25-inch wide strip along the eaves. Place a full -width sheet
over the starter, completely overlapping the starter course. Continue as noted in 6.3.3, but maintaining
minimum 25-inch side (horizontal) laps, resulting in a double -layer application.
6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.4.2 Direct -to -Deck with Mechanically Fastened Roof Cover:
6.4.3
Cut manageable sections and r'e-roll with the release film side out.
Membrane Application:
➢ Peel back release film approximately 1 to 2 feet and align with the lower edge of the roof and set in
place, printed side up.
➢ Apply the balance of the membrane to the substrate by removing the film and firmly pressing the
membrane into place.
➢ Apply subsequent courses parallel to the eave in a shingle -type, water -shedding manner.
➢ End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum 3-inches.
➢ If the membrane becomes misaligned, cut the roll and re -start.
➢ Upon completion, inspect the membrane and repair any defects or fish -mouths.
The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact
Interwrap for approved sealant or mastic types.
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.
Refer to Table 2 herein, and Interwrap published requirements for tile staging. Interwrap specifies
minimum 24-hour cure time after installation, before loading of roofing tiles.
The use of sealant or mastic at the fastener penetrations is required for all the roofing installations. Contact
Interwrap for approved sealant or mastic types.
6.5.1 The Titanium 2-Ply System consists of a base layer of Titanium UDL-30 (top -surface primed or inverted)
mechanically attached to the wood roof deck followed by Titanium PSU-30 (Silvassa, India), self -adhered.
6.5.2 Non -Tile Applications:
Install Titanium UDL-30 (top surface primed or inverted) in accordance with Sections 6.3.1 through 6.3.3
followed by Titanium PSU-30 (Silvassa, India) in accordance with Section 6.4.
6.5.3 Tile Applications:
Reference is made to FRSA/ IRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
For mechanically fastened tile roofing, refer to Interwrap published installation instructions, but not less
than the fastener density from FRSA/TRI April 2022 (04-12), Table 1.
For adhesive -set tile roofing, refer to Section 5.6.3 herein.
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment.
Refer to Table 2 herein, and Interwrap published requirements for tile staging. Interwrap specifies
minimum 24-hour cure time after installation, before loading of roofing tiles.
The use of sealant or mastic atitile fastener penetrations is required forall tile roofing installations. Contact
Interwrap for approved sealant or mastic types.
Exterior Research and Design, I.I.C. IEvaluation Report 111980.11.08-R4
Certiftcate ofAuthorl:ation #9503 e' EDITION (2D17) FBC NON-HVHZ EVALUATION FL11602-R4
titanium Roof Underlayments Revision 4:10/10/2017
Page 6 of 7
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or
this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for
The following plants have qualified
€ F
TRiN�T ERD
Having Jurisdiction in order to properly evaluate the installation of
Dn on product locations covered for F.A.C. 61G20-3 CIA requirements.
under their respective physical properties specifications.
3ila'iVt{I LiMiF -M
Y 'a 'g' R f diz.
Mission, BC, Canada
FBC 1507.1.1(Ex¢eption)
Titanium UDL-30; Titanium UDL-50
Qingdao, China
FBC 1507.1.1(Ex6eption)
Titanium UDL-25; Titanium UDL-30; Titanium UDL-50
Silvassa, India
FRSA/TRI 04-12 (2-ply
system)
Titanium PSU-30 (Silvasso, India)
Brentwood, NH
ASTM D1970 I
Titanium PSU-30 (Brentwood, NH)
9. QUALITY ASSURANCE ENTITY:
Intertek Testing Services NA Inc. —
Exterior Research and Design, U.C.
Certlflcate of Authadzatlon #9503 6TM
; (604) 520-3321
END OF EVALUATION REPORT -
Evaluation Report 111980.11.08-R4
(2017) FBC NON-HVHZ EVALUATION F1.11602-114
anium Roof Underlayments Revision 4: 10/10/2017
Page 7 of 7
. , A RR'ODUCT APPROVAL GuIX6ast
19 SUPPLY & MANUFACTURING
Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC.
26 Ga. SV Crimpj Roof Panel over 15132" Plywood
MAR 2 12018
ST. Lucie County, Permitting
FL# 11651.12 R3 • OCTOBER 5, 2017
*1
Florida Product Approval #11651.12 R3
Florida Building Code 2017
Per Rule 61 G20-3
Method: 1 -D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61G20-3.005(1)(d)
HVHZ
PV.oduct Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30
Newberry, FL 32669 .%```D1111
EL S08'''�
10
Engineer Evaluator:
Dan Kuhn, P.E. #75519
*: • No, 75519
Florida Evaluation ANE ID: 10743
STATE of
Validator:
',,�t�`S; �� Op 1 O P. •'�6:7
Locke Bowden, P.E. #49704
sPAIAL ENG;�`��
9450 Alysbury Place
10to ���4` 10/0a/2017
Montgomery,
AL 36117
Contents:
Evaluation Report Pages 1 - 5
FILE COPY
Gulf oast
SUPPLY & MANUFACTURING
The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2, 1518.9, 1523.6.5.2.4.
5V Cri Tip Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened
roof panel with fasteners in the panel flat over minimum 15h2" plywood
decking. Non Structural application.
MatedI�1: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2017 Section 1507.4.3.
Paint Finish Optional
Yield Strength: 50.0 ksi
Corrosiion Resistance: Panel Material shall comply with Florida Building
Code 2017, Section 1507.4.3.
Thickn ss: 0.018" Minimum
Width. 24" Coverage
Rib Height: 3/8" Major Rib
#9-15 I1.5" with sealing washing through panel rib.
1/4" minimum penetration through plywood.
Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4
Minim) m 15/32" thick, APA Rated plywood over supports at maximum 24" O.C.
Design of plywood and plywood supports are outside the scope of this
evalua ion. Must be designed in accordance w/ Florida Building Code 2017.
Table i'A"
Pattern
Panel Rib I Panel Rib
I Desigrj Pressure includes a Safety Factor = 2.0. 1
Compliance Statement:
Product Description:
Panel Material/Standards:
Panel Dimension(s):
Panel Fastener:
Substrate Description:
Design Uplift Pressures:
FL# 11651.12 R3 • OCTOBER
TM
Code Compliance:
Evaluation Report Scope:
Performance Standards:
Reference Data:
Test Standard Equivalence:
Quality Assurance Entity:
FL# 11651.12 R3 • OCTOBER 5. 2017
PRODUCTRIDA .. GuIfCl6aSt
SUPPLY & MANUFACTURING
The product described herein has demonstrated compliance with the
Florida Bluilding Code 2017, Sections 1504.3.2, 1518.9, 1523.6.5.2.4.
The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2017, as relates to Rule 61 G20-3.
The product described herein has demonstrated compliance with:
• TAS 125-03
• UL 580-06 - Test for Uplift Resistance of Roof Assemblies
• UL 1897-12 - Uplift Test for Roof Covering Systems.
• TAS 100-95 - Test Procedure for Wind and Wind Driven Rain
Resistance of Discontinuous Roof Systems
• TAS 110-00 - Accel. Weathering ASTM G 155 / Salt Spray ASTM
B 117.
1. ITAS
125-03: UL 580-94 / 1897-98 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 117-0065T07A-C, Dated 01/26/2007
2. TAS 100-95
Farabaugh Engineering & Testing, Inc. (FBC Organization # TST 1654)
Report No. T130-07, Dated 02/28/2007
Report No. T215-08, Dated 07/08/2008
3. TAS 110-00: Valspar Fluropon coated metal panel testing
A) ASTM G 26 by PRI Asphalt Technologies dated 01/19/2004
B) ASTM B 117 by PRI Asphalt Technologies dated 01/19/2004
4. Certificate of Independence
By Dan Kuhn, P.E. (FL# 75519) ® Kuhn Engineering, LLC
(FBC Organization # ANE ID: 10743)
1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard.
2. The UL 1897-98 test standard is equivalent to the UL 1897-12 test
standard.
3. ASTM G 155 is equivalent to ASTM G26
The manufacturer has established compliance of roof panel products in
accord lance with the Florida Building Code and Rule 61 G20-3.005(3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity.
/ 41 '
Gulf��ast
SUPPLY & MANUFACTURING
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including
Section 1515.2 and in accordance with Manufacturers recommendations. For
slopes less than 3:12, lap sealant must be used in the panel side laps.
Installation:
Install per Manufacturer's recommended details and RAS 133.
Underlayment:
Per Mani I ifacturer's installation guidelines per Florida Building Code 2017 Section
1518.2, 1518.3, 1518.4.
Fire Barrier:
Any approved fire barrier having a current NOA. Refer to a current fire directory
listing for fire ratings of this roofing system assembly as well as the location of the
fire barrier within the assembly. Fire classification is not part of this acceptance.
Shear Diaphragm:
Shear Diaphragm values are outside the scope of this report.
Design Procedure:
For roofs within the parameters listed on the load table, fastening pattern must
at a minimum meet those listed for the applicable wind zone. For all roofs outside
the parameters listed on the load table, design wind loads shall be determined
for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10
using allowable stress design. The maximum fastener spacing listed herein shall
not be exceeded.
FL# 11651.12 R3 9 OCTOBER
0
TM
ENGINEER LOAD TABLE: 26 Ga. SVCrimp
Panel over 15/32" Plywood
Gu--*lfCoast
SUPPLY & MANUFACTURING
1201
130
1 140
150
160
170
180
WIND FASTENER
SUBSTRATE
(MIN. 1/4"
SPEED Penetration)
(MIN.15/32")
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
ZONE 1 #9-15x1.5"
Plywood
12" TYPE 1
12- TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
ZONE 3 I #9-15x1.5" I Plywood 112" TYPE 1 112" TYPE 1 112" TYPE 1 112" TYPE 1 112" TYPE 1 112" TYPE 1 112" TYPE 1
,curve s - ZONE 3 j
--------------------
� ,�� � RIDGE i� ,� I
I,/ Fig ZONE1 �♦
------------------�
ZONE 2 GABLE ROOF
... ..... ..... ..... ... I...... _... ..... ..... ..... ..... .._...... ._....... .
i I
I I
--RIDGE
J... _.........._ _._ _. - _....... _ _. _.._._. - ....... ..... ..... ._..._ :!...
ZONE t
I I
ZONE 3 EAVE
FL# 11651.12 R3 • OCTOBER 5. 2017
r•
Note: Dimension (a) is defined as 10% of the minimum width of the building or
40% of the mean height of the roof, whichever is smaller, however, (a) cannot be
less than either 4% of the minimum width of the building or 3 feet.
(1) #9-15 x 1-1 /211. HWH w/Sealing Washer
1211 12"
At Panel Lap