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profit ct Annroval Manu>product Or AnnikaUon Sear h>Aonli_c tion Li3t>Application Detail
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- FL# FL17022-R7
Application Type Revision
Code Version 2017 . '
Application Status Approved
Comments 08/18/2017v.date reapply 08/21/17
Archived .72
Product Manufacturer Extreme Metal Fabricators,LLC
Address/Phone/Email 2160 SW Poma Drive
Palm City,FL 34990
(772)872-8034
flvalidation@yahoo.com
Authorized Signature Richard McKuhen
flvalidation@yahoo.com
Technical Representative Richard McKuhen
Address/Phone/Email 2160 SW Portia Drive
Palm City,FL 34990
•(772)872-8034
richard@emfab.net
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
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 LOCKE BOWDEN
the Evaluation Report
Florida License PE-49704
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 04/22/2024 '
Validated By Zachary R.Priest,P.E.
:� Validation Checklist-Hardcopy Received
Certificate of Independence FL17022 R7 COT FL 17022.1 5 V CRIMP ssr.odf
Referenced Standard and Year(of Standard) Standard Year
TAS 125 2003
UL1897 2012
UL 580 2006 i
Equivalence of Product Standards
Certified By
Sections from the Code
http://www.flori d abui lding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgv2aB QpHp Q Q... 2/27/2018
Florida Building Code Online. Page 2 of 4
Product Approval Method Method 1 Option D
Date Submitted 08/18/2017
Date Validated 08/25/2017
Date Pending FBC Approval 08/28/2017
Date Approved 10/10/2017
Summary of Products •
FL.# Model,Number or Name - Description
17022.1. - 1-"5V'Criinp"(R6) 26 Gauge-steel,3/8"rib heighti24"wide lapped roof panel
mechanically attached to.15/32".plywood or Wood Deck with
fasteners
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R7'II FL 170271 5 V CRIMP ssr.odf
Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P.E.49704
impact Resistant:No Created by Independent Third Party:Yes
Design Pressure: +N/A/-Table'A Evaluation Reports
Other:Refer to evaluation report for conditions.Install the F117022. R7 AE FL 17022.1 5 V CRiMP ssr,odf
assembly In compliance with the installation method listed in Created by Independent Third Party:Yes
this report and applicable code sections of FBC.Refer to
manufacturer's installation instructions.
17022.2 2-"5V Crimp"(R6) 0.032"Aluminum,3/8"Rib height,21"wide lapped roof
panel,mechanically attached to 15/32"plywood or Wood
Deck with,exposed fasteners
Limits of Use Installation Instructions
Approved for use in HVHZ:No 71) "7' F 17. V CRIMP 0.032 ALUM ssr.odf
Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P.E.49704
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for condltlons.Install the FL17022 R7 AE. Fl 17027,2 5 V CRiMP 0.03
assembly In compliance with the Installation method listed In ALUM ssr:ndf
this report and applicable code sections of FBC.Refer to Created by Independent Third Party: Yes
manufacturer's Installation Instructions.
17022.3 3-"1.5"Mechanical Seam"(R5) 1.5"rib height,16"wide,24 gauge steel,standing seam
roof panel mechanically attached to 15/32"plywood or wood
deck with clips and fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ:No. F11702.2 R7 ii FL 17022.3 1.5 MECHANICAL
Approved for use outside HVHZ:Yes Seam' 24na ssr.odf
Impact Resistant:No Verified By:Locke Bowden,P.E.49704
Design Pressure:+N/A/-Table A Created by Independent Third Party:Yes
Other:Refer to evaluation report for conditions and Evaluation Reports
limitations of use.Install the assembly in compliance with F117022 R7 AE FL 17022.3 1.5 MECHANICAL
the installation method listed In this report and applicable seam 24na ssr.odf
code sections of FBC.Refer to manufacturer's Installation Created by Independent Third Party: Yes
instructions.
17022.4 4-"1.5"Mechanical Seam"(R5) 1.5"rib height, 16"wide,0.032"aluminum,standing seam
roof panel mechanically attached to 15/32"plywood or Wood
Deck with dips and fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 .R7 Ii FL 17022.4 MECHANCIAL SEAN(
Approved for use outside HVHZ:Yes ALUMINUM ssr.odf
Impact Resistant:No Verified By:Locke Bowden,P.E.49704
Design Pressure:+N/A/-Table A Created by Independent Third Party:Yes
Other:Refer to evaluation report for conditions and Evaluation Reports
limitations of use.Install the assembly In compliance with FL 7022 R7 AE FL 17022.4 MECHANCiAL SEAM
the Installation method listed in this report and applicable ALUMINUM ssr.odf
code sections of FBC.Refer to manufacturer's Installation Created by Independent Third Party:Yes
Instructions.
17022.5 5-"1 In.Nail Strip"(RS) 1"rib height, 16"wide,26.gauge steel,standing seam roof
panel mechanically attached to 15/32"plywood or wood
deck with fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022'0.7 Ii FL 17022.5 1.0 NAILSTRIP ssr.pdt
Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P.E.49704
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for conditions and .FL17022 R7 AE FL 1702.2;5 1.0 NAILSTRiP ssr.odf
limitations of use.Install the assembly in compliance with Created by Independent Third Party:Yes
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgv2aBQpHpQQ... 2/27/2018
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froduct Report Manufacturer: Extreme Metal Fabricators, LLC.
2160 SW Poma Drive
, Palm.City,FL 34990
772)872-8034
IFlprida Product Approval'##-17022:`1 5-V.Crimp NON' HVHZ
Compliant with Florida,Building Code.2017(6e`ed.) ,,
Compliant with Florida Product Approval Rule#61G20-3
Compliant: Keystone Certifications
Product:5 V Crimp 26GA Steel Roof Panel FBC Sec. 1507.4.2
Yield strength:50 ksi min.;Attached to min.15/32"plywood or Wood
Deck w/min.0.42 specific gravity with screws. 24"Coverage
Rib Height 3/8"
Corrosion Resistant Compliant: FBC Sec. 1507.4.3 ,,
Fastener 1 (Method 1 Attachment):#9 x 1-1/2"Hex-Washer Head wood screw*to penetrate
3/16" min.thru deck or 5/8"embedment into wood plank. (*or sufficient length to meet
requirements) ,
Fastener 2(Method 2,3,&4 Attachment):#10 x 1-1/2" Hex-Washer Head wood screw*to {
penetrate 3/16" min.thru deck or 5/8"embedment into wood plank: (*or sufficient length'
to meet requirements)
Underlayment: To be compliant with FBC Sec. Chart 1507.1.1
Slope:Shall be in compliance with FBC Sec. 1507. ;I
See Fastener attachment specifications above,
Install Details: Table A Allowable.Loads METHOD 1 METHOD 2 METHOD 3 METHOD 4;
DESIGN PRESSURE* -86 PSF _ -93.5 PSF -101 PSF -228 PSF ;
ROW SPACING 16"o.c. 16"o.c. 8"o.c. 6"o.c. !
FASTENER SPACING(ALONG Panel width) 12"o.c. 12"o.c. 12"o.c. 12"o.c. ;
FASTENER SIZE #9 #10 #10 #10
Reference Data: ARCHITECTURAL TESTING,INC.TST I0#:1527
UL 580-06&1897-041 Test Report DS893.01-450-18 05/02/14 '
Test Report F3366.01-450-18 .12/18/15
TAS 125-03 Test Report D05893.02-450-18 07/22/14 I
*EQUIVALENCY-UL 1897-04 is equivalent to fest standard UL 1897-12, *Design pressure margin-of safety 2:1
`,a` 0. BOii,._#s„ I
Locke Bowden,P.E.does not have,not will acquire a financial Intl tr3 tly: g „r+a(rtn itvfacturing or distributing products
under this evaluation. - -� •.
Locke Bowden,P.E.is not owned,operated,or controlled by aa,coiraiparft rngidfatturea,or distributing products under this
.
report. °' C.. .,
m s
I»;rc:::►i ttrkto: M
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FL17022.1 5V Crimp (26GA Steel), 24"Wide Roof Panel - Details
Limitations:
1. Underlayment to be compliance with current Florida Building Code(FBC)2017 6th ed.
2. Minimum slope to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturer's installation reference.
3. Products are compliant for State of Florida product approval per Rule 61G20-3, Compliance Method: 1-D
4. Engineering analysis for"project specific approval by local authorities w/jurisdiction is allowed by other registered engineers.
5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 1
I
6. Support framing in compliance w/FBC 2017 6th ed., Chapter 22 for Steel,Chapter 23 for Wood and Chapter 16 for
Structural Loading.
7. This report does not imply warranty, installation, recommended product use outside of this report.
Fasteneis-
#9 x 1-1/2"Min.or
#10K 1-1/2'Min.parretifeA.for Row 5-VCrimp Roof Pane(
Spacing and Design Pressures
Hex Washer Head Wood Screws
4Or
Deck
-15132"or greater Flywood,or
-Wood plank
,..1111111 24-
12" A..
"1
..._.,"
OPTIONAL STRIATIONS
Panel Profile
Nominal 12" Nominal 12"
O.C. o.c.
i4
.
Fasten 41.
19 x 1-1/2"Min. or #10 x 1-1/2"Min.per
-fable"A" Hex Washer Head Screw
Spaced 12"o.c.across the Panel Wdth
Panel _-_. Refer to Table"A"for Spacing Along Panel
Overlap ALA Length
I Deck-15/32"or greater
Plywood,or
-Wood plank
! `.rfJ�`} EXTERIOR RESEARCH&DESIGN,LLC.
"-- Certificate of Authorization#9503
'\,y
1\--)
TRINI._2 �1 TRIfs IITV ER® 353 CHRISTIAN STREET, UNIT#13
TY OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT
Interwrap,Inc. Evaluation Report 111980.11.08-R4
32923 Mission Way FL11602-R4
Mission, BC V2V-6E4 Canada Date of Issuance:11/03/2008
(551)574-2939 - 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 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 "Trinity'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 manufacturerior
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 7.
Prepared by: .�pLicyn„ --
Robert J.M.Nieminen,P.E. q 3704a1a .k, , The facsimile seal appearing was authorized by Robert
Florida Registration No.59166,Florida DCA ANE1983 • Nieminen,P.E.on 10/10/2017.This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. Trinity'ERD 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. Trinity'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'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.
/
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ROOFING COMPONENT EVALUATION:
1. Scopc
_ !
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: Titanium" Roof Underlayments, as produced by |ntenmmp, Inc., have demonstrated
compliance with the intent of the following sections of the 6th Edition (2017) Florida Building Code through testing
in accordance with applicable sections the following Standards. Compliance is subject to the Installation
Requirements and Limitations/Conditions of Use set forth herein. /
/
2. STANDARDS:
Section Property Standard Year
1507.1.1,T1507.1.1 Unrolling,Breaking Strength,Pliability ASTM D226 2009
1507.1.1 Tear Strength ASTM D1970 2015
1507.1.1,T1507.1.1,1507.2.9.2 Physical Properties ASTM 01970 2015
1507.3.3 Physical Properties FnSx/ n|Aph|zozz(m4-zz) 2012
TAS 110 Accelerated Weathering TAS 110 2000
3. REFERENCES: . I
` min�im Reference Date
Examination
ERD(TST6049) Physical Properties 115010.04o9 04/29/2009 /
ERD(TST6049) Physical Properties |/snonus.zO 05/14/2010
ERD(TST6049) Physical Properties 135520u6.11 06/15/2011
sno(TsTso4y) ASTM D226 88010.08.11 0V11/2011
sxo(TsToo4y) m/indUplift 135520.08.11-1 08/12Y2011
|Ts<TsT1sny> ASTM D226 3118010c0cF003 04/26/2007
ITs(TsT1soo) ASTM nzz6 3130639c0cF002A 08/21/2007 .
/Ts(7o'1soy) Physical Properties 3126617c0Q-005 1.0/31/2007
|Ts(OT1soy) ASTM D226 1o1823107C0cF011 01/23/2015
PRI(TST5878) ASTM D1970 0cp'341'02'01 09/20/2017
PRI(TST5878) ASTM 01970;Tear strength OCF-331-02-02 10/03/2017
Pm(TsTso7u) A5TM D1970;Tear strength OCF-332-02-02 10/03/2017
PRI(TST5878) ASTM D1970;Tear strength ocp'334'02'02 10/03/2017
ITS(QUA1673) Quality Control ITS Listings Current
ITs(QVxzoTu) Quality Control Service Confirmation 89/30/2017
4. PRODUCT DESCRIPTION:
4.1 Self-Adhering Underlayments:
4.1.1 Titanium!" PSU'30 is an unreinforced polymer modified bitumen material adhered to the underside of a
polymer-coated, synthetic woven sheet. The underside is backed with a release film. Unit weight 24
lbs/square. Meets ASTM D1970 as a single-layer and meets FRSA/TRI April 2012 when used in 2-ply system.
4.2 Mechanically Fastened Underlavments:
4.2.1 Titanium!'" UoL-25 is a synthetic sheet-type underlayment comprised of a woven core coated on one side
with a polymer coating. Unit weight 2.5 lbs/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 lbs/square. Meets FBC 1507.1.1(Exception).
4.2.3 Titanium"' 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 lbs/square. Meets FBC 1507.1.1(Exception).
Exterior Research and Design,LIC. Evaluation Report u1nouo.0u-R«
Certificate wAuthorization x95m 6"EDITION(2m17)FBC NON-HVHZ EVALUATION pu160*n4
Titanium Roof Underlayments Revision wuVxo/zon
Page zvfr
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TRINITY ERS
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity'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.
I
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire
ratings of this product.,
5.4 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.
5.5 Allowable Roof Covers:
Table 1: Roof Cover Options
Asphalt - Wood Shakes
Underlayment Shingles Nail-On Tile Foam-On Tile Metal &Shingles Slate
Titanium PSU-30 Yes Yes Yes Yes Yes Yes
(Silvassa,India) (See 5.5.1)
Titanium PSU-30
Yes No No Yes Yes Yes I
(Brentwood,NH)
Titanium UDL-25 Yes No No Yes Yes Yes
Yes Yes
Titanium UDL-30 Yes (Base Sheet in 2-ply (Base Sheet in 2-ply Yes Yes Yes
system) system) 'r
Titanium UDL-50 Yes No No Yes Yes Yes
5.5.1 "Foam-On Tile"is limited to use of following Approved tile adhesives/underlayment combinations.
TABLE 1A:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBINATIONS1
Adhesive Florida Product Approval Underlayments
Dow TileBond"" FL22525 Titanium PSU-30(Silvassa,India)
ICP Adhesives PolysetQO AH-160 FL6332 Titanium PSU-30(Silvassa,India)
5.6 Allowable Substrates;Titanium PSU-30:
5.6.1 Direct-Bond to Deck:
Y New untreated plywood;
Y Existing untreated plywood,primed as needed with D41 primer to achieve bond.
5,6.2 Bond to Mechanically Attached Base Sheet:
Y ASTM D226,Type I or II felt.
Y Titanium UDL-30(primed with D41 primer)or UDL-30(inverted). .
2 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design,LLC. Evaluation Report 111980.11.08-R4
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R4
Titanium Roof Underlayments Revision 4:10/10/2017
Page 3 of 7
Qr. )
TRINITY ERD
5.6.3 Wind Resistance for 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 addressed in FRSA/TRI April 2012 (04-12) and are used in foam-on tile applications.
Maximum Design Pressureis 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. '
#1 Maximum Design Pressure=-45 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
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 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 at all tin-caps.
Underlayment: One or two plies,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-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 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-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 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 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-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
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,LLC. Evaluation Report 111980.11.08-R4
Certificate of Authorization 1/9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R4
Titanium Roof Underlayments Revision 4:10/10/2017
Page 4 of 7
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NJ TRINITY ERD
5.6.3.1 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A. II
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1
design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an
attachment density designed by a qualified design professional to resist the elevated pressure criteria.
Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing
Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Titanium UDL-25,Titanium UDL-30 or Titanium UDL-50 shall not be left exposed for longer than 30-days.
Titanium PSU-30(Silvosso,India)shall not be left exposed for longer than 90-days.
Titanium PSU-30(Brentwood,NH)shall not be left exposed for longer than 30-days.
5.8 Tile Slippage Limitations(per FRSA/TRI April 2012(04-12)1:
When loading roof tiles on the underlayment in direct-deck tile assemblies, the maximum roof slope shall
be as follows. These slope limitations can only be exceeded by using battens during loading of the roof
tiles.
TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS
Underlayment Tile Profile Staging Method Maximum
Slope
Flat Max.10-tile stack 5:12
Titanium P5U-30(Silvassa,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 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 TitaniumTM UDL-25, Titanium UDL-30 or Titanium UDL-50:
6.3.1 Shall be installed in compliance with the requirements for ASTM D226, 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 Fasteners:
Mechanical attachment of Titanium 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.
6.3.3 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,LLC. Evaluation Report 111980.11.08-R4
CertiflcateofAuthorization#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R4
Titanium Roof Underlayments Revision 4:10/10/2017
Page 5 of 7
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`~./ TRINITY ERD
6.3.4 Slopes of 2:12 to less than 4:12:
Double layer application; begin by fastening a 25-inch wide strip along the eaves. Place a full \dtU sheet
over the starter, completely overlapping the starter course. Continue as noted in 63.3, but maintaining
minimum 25-inch side(horizontal)laps,resulting in a double-layer application.
6.4 Titamium."'"P8u-3n:
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:
Cut manageable sections and re-roil with the release film side out.
Membrane Application:
D 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.
D. Apply the balance of the membrane to the substrate by removing the film and firmly pressing the
membrane into place.
D. Apply subsequent courses parallel to the eave in a shingle-type,water-shedding manner.
D. End(vertical)laps shall be minimum 12-inches and side(horizontal)laps shall be minimum 3-inches.
D lfthe 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.
6.4.3 TileAnp|icatiun�[�toniumP5U'�O��,nsazmu�/on|W�
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 \n�enm,ap 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 tile fastener penetrations is required for all tile roofing installations. Contact
lnterwrap for approved sealant or mastic types. `
6.5 Titanium 2-Ply Sy5tem: `
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 puu'yu(s/mms,a,India), n
se 'aonc,ed. |
6.52 Non-Tile Applications:
Install Titanium UDL-38 (top surface primed or inverted) in accordance with Sections 6.3.1 through 6. .3
followed by Titanium PSU-30(Silvassa,India)in accordance with Section 6.4. /|
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6.5.3 Tile Applications:
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 heren, using the
instructions noted above as a guideline.
For mechanically fastened tile roofing, refer to |nterwrap published installation instructions, but not less
than the fastener density from FRSA/TRI April 2012(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 |ntemvrap published requirements for tile staging. \ntenmrap specifies
minimum 24-hour cure time after installation,before loading of roofing tiles.
The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact
lnterwrap for approved sealant or mastic types.
Exterior Research and Design,Lic. Evaluation Report 111980.11.08-R4
Certificate of Authorization#9503 6°EDITION(2uo)Focwow'xvozEVALUATION Fu1602-m4
Titanium Roof Underlayments Revision 4:10/10/2017
Page 6 of 7
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7. BUILDING PERMIT REQUIREMENT
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements.
The following plants have qualified products under their respective physical properties specifications.
Plant Specification Prnduct(st
Mission,BC,Canada FBC 1507.1.1(Exception) Titanium UDL-30;Titanium UDL-50
Qingdao,China FBC 1507.1.1(Exception) Titanium UDL-25;Titanium UDL-30;Titanium UDL-50
s|hnssa'md|a Fns4/r004-zz(Z'p|ysystem) Titanium p3u'3n(SKvosaa,India)
Brentwood,NH ASTM D1970 Titanium PSU-30(Brent wood,NH)
9. QUALITY ASSURANCE ENTITY
|ntertekTesting Services NAinc.—[WA1673;(6O4)520'3321
-END OF EVALUATION REPORT-
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Exterior Researcand Design,LLC. Evaluation Report I11980.11.08-R4
Certificate of Authorization#9503 6TH EDITION(2017)PBC mmm*vxZEVALUATION' F111602-w4
Titanium Roof Underlayments Revision 4:10/10/2017