HomeMy WebLinkAboutProduct Approval -,�'` ��f4"' '{i.a"PS�- �i}' � ^S,-f5� _ 't
u.
2.60. B'Piper Drive
Vero Beach, FL 32960
iNT-EGPITYmETALS 7,72-284-5613
^ is -`,`""ffr� :,
t "4.r .n... .�... „��..
J
Compliant With Florida Building.Code 2017 (61" ed..)
Compliant With Florida Product Approval Rule#61G20-3
Compliant Active-Quality Assurance Program
Product: Min. 2GA 5V_CrirMp Root Panel FBC Sec. 1507.4.2
Yield strength: 49ksi 24°' Coverage (Max.) Rib Height 3/8"
Mi tim. ..urn 15/32" plywood over supports at maximum 24" O.C. Design of-plywood,
and.plywood supports-..are.outside the scope.of this evaluation. must be designed
in accordance w/ Florida Building Code 2017.
%" penetration thru plywood supports-24"max. o.c.
Corrosion Resistant Compliant: FOC Set. 1.507.4,3
Fastener(Method 1):#10 x 1-1/2" HiLo HWH fasteners w/weather-seal washer @a 16110.C. at
each seam and intermediate Rib.
Fastener (Method 2): 1#10 x 1-1/2" HiLo HWH fasteners w/weather seal washer @ 12"O.C.
at each seam and intermediate Rib.
Underlayment: To be compliant with FBC.Sec. 1507, Chart 1507.1.1
Slope: Shall be incompliance with FBC Seca 1507.
Install Details: TiWe A Allowable Method 1: Method 2:
Loads
z
DESIGN PRESSURES -63.5 PSF -86 PSF
SPACING 16"O.C. 12"O.C.
ReferenceData:
intertek Testing(TST4527) REPORT#-14625.02-450-44:RO UL 580-06
*Design Pressure safety margin-of 2:1
Certificate of Independence:
Locke Bowden,P.E.does.not have;;nor will acquire a financial interest in any company manufacturing or distributing products.
under this.evaluation.
Locke Bowden,121:is not owned,operated,or controlled by any company,manufacturer,or distributing products under this
report. �i.lalttr��f'p g01;V
N0. 49704
seai
STATE'OF 4("tu`
SSIONAL V ol,"'`
�a<111177116"11Ni%
Integrity Metals Min. 26GA 5V Crimp Roof Panel
Installation Details
Limitations:
1.Underlayment to be compliance with current Florida Building Code(FBC)2017 6T"ed..see Chart 1507.1.1
2:Minimum slope to be compliant with Florida Building Code 2017 6th ed.,and per with Manufacturer's installation reference.
3,Products are'compliant with 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.
6.Support framing in compliance w/FBC 2017 6th ed.,Chapter 22 Steel,Chapter 23 Wood and Chapter 16 Structural Loading.
7.This report does not imply warranty,installation,recommended product use outside of this report.
i
24"
3/8"
PROFILE
FASTENER PATTERN
FIELD SPACING @ 16" O.C.
PERIMETER SPACING @ 12" O.C.
ZONE 2 a HIP ROOF a
tf � GABLE ROD � ) -(t ZONE 2 ZONE 3-b l
-RIDGE \ -RIDGE r j
t� ZONE 1 ' ZONE 1
w
�`''-ZONE 3 1` EAVE ,�EAV
Florida Building Code Online Page 1 of 2
�^•Y': tlu
BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge Stats&Facts Publications I FBC Staff I BCIS Site Map I Links I Search I
Florida
Pro
SER:PubllcdUseuct Apprroval
pro
4� Product Annroval Menu>Product or Aoolicatinn Search>Anolicalion List>Application Detail
MalmoFL# FL11602-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer InterWrap,Inc.
Address/Phone/Email 32923 Mission Way -
Mission,NON-US 00000
(551)574-2939
mtupas@interwrap.com
Authorized Signature Eduardo Lozano
elozano@interwrap.com
Technical Representative Eduardo Lozano
Address/Phone/Small 32923 Mission Way
Mission,NON-US 00000
(778)945-2891
efc)zano@interwrap.com
Quality Assurance Representative
Address/Phonb/Email
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
-i Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nleminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity Intertek Testing Services NA,Inc.-QA Entity
Quality Assurance Contract Expiration Date 09/30/2019
Validated By John W.Knezevich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FLI1602 R4 COI 2017 01 COI Nleminen.lidf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2015
ASTM D226(physicals) 2009
FRSA/TRI April 2012 2012
TAS 110(weathering) 2000
Equivalence of Product Standards
Certified By
Sections from the Code
https://floridabuilding.org/pr/pr app. dtl.aspx?param=wGEVXQwtDgsQFc5K%2fTrZeHY... 2/6/2018
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 10/10/2017
Date Validated 10/11/2017
Date Pending FBC Approval 10/15/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
11602.1 Titanium Roof Underlayments Synthetic sheet-type roof underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLV1602 R4 II 2017 10 FINAL ER INTERWRAP FL11602-
Approved for use outside HVHZ:Yes R4.Ddf
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 Evaluation Reports
use of a specific underlayment system beneath foam-on tile FL11602 R4 AE 2017 10 FINAL ER INTERWRAP FL11602-
sytsems.Refer to ER Section 5.6.3 for details.2.)Refer to R4.Ddf
ER Sections 5 and 6 for other Limits of Use. Created by Independent Third Party:Yes
• Oach Nex! ,
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovrloht 2007-2013 State of Florida ::Privacy Statement::Accessibllity Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487,1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
WNd
Credit Card
Safe
https://floridabuilding.org/pr/pr app dtl.aspx?uaram=wGEVXOwtDQsOFc5K%2fTrZeHY... 2/6/2018
^ °
'
�
' EXTERIOR RESEARCH&DESIGN,LLC.
Certificate ofAuthorization#9503
3S]CHRISTIAN STREET,UNIT#13
\,JTRKNUTY \ERD
OXFORD,CT 06479
(203)262-9245
EVALUATION REPORT
Evaluation Report 111980.11.08-114
Interwrip,Inc. FI-11602-114
32923 Mission Way
Mission,BC V2V-6E4 Canada Date of Issuance:11/03/2008
�
(551)574-2939
mevm."./~1«1v2"1"
Scopc:
This Evd|uatimn Report is issued under Rule 6lG20'
3 and the applicable rules and regulations governing the use of
conmzuctionmaterials inthe State ofFlorida.The documentation submitted has been reviewed byRobert Nieminen,
P.E. for use ofthe product under the Florida 8ui)6imQ Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6 th Edition (2017) Florida Building Code
sections noted herein.
DESCmpnmx: Titanium'm Roof Un6edayments
' d h 1se Accredited Ac dited nua|�yAssurance Agency noted
LABELING: Labeling shall be in accordance the requirements
herein.
ComnmusoCox«puowcp: ThisEva|uationRpportisya|\durti|suchdmeasGhenamedp*oduct(s)changes,therefenanced
Quality Assurance donumantatonchangoo,orprovsionaoftheCodethatpe\atetothepnzductchange. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen' P.E- ifthe product
changes urthe referenced Quality Assurance documentation changes. Trinity\ERDrequires mcomplete review ofthis
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERT�EMENT:The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in
advertis'ing|iterature. 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 nfpages 2through l
Prepared by;
appearing was om�n�u�vx�w*
Rohe�JJ0.NUennnen P.E. � na�o����
Florida mus91��Ro��DQ\�x8o*�� r~`," wu�"�.xu""m�wzmr nm��~o�mpo�
'.�'~~~—' electronically signed document.
csRTmomoworINDEPENDENCE:
1 Thndy|ERDdoes not hme, nor does \timendmacqu}mnrvw\\ itaoquin� u0nomja| \mam�inany company man��uohnup,
distributing products itevaluates.
z Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
s Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
whl�hthe evaluation reports are being issued.
. 4. xpbertmipmmen, P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approvalpmceooythe
product.
S. Thislsabuilding code evaluation, Neither Trinity|Baonor Robert w/eminen, p.s. are,many way,the Designer vxRecord for any
project o^which this am|vv0nn Report,o,previous versions thereof,is/was used for permitting prdesign guidance unless retained
specifically for that purpose.
TRINITY ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: Titanium'"' Roof Underlayments, as produced by Interwrap, Inc., have demonstrated
compliance with the intent of the following sections of the 6`h 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 D1970 2015
1507.3.3 Physical Properties FRSA/TRI April 2012(04-12) 2012
TAS 110 Accelerated Weathering TAS 110 2000
3. REFERENCES:
Entim Examination Reference Date
ERD(TST6049) Physical Properties 115010.04.09 04/29/2009
ERD(TST6049) Physical Properties 115010.05.10 05/14/2010
ERD(TST6049) Physical Properties 135520.06.11 06/15/2011
ERD(TST6049) ASTM 0226 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 D226 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 D1970 OCF-341-02-01 09/20/2017
PRI(TST5878) ASTM D1970;Tear strength OCF-331-02-02 10/03/2017
PRI(TST5878) ASTM D1970;Tear strength OCF-332-02-02 10/03/2017
P,RI(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-Adhering Underlavments:
4.1.1 Titaniumm 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 Underlayments:
4.2.1 TitaniumTM' UDL-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,I.I.C. Evaluation Report 111980.11.06-R4
Certificate ofAuthorizotion#9503 6"'EDITION(2017)FBC NON-HVHZ EVALUATION F1.11602-114
Titanium Roof Underlayments Revision 4:10/10/2017
Page 2 of 7
��TRINITY�ERD
5. LIMITATIONS:
5.1 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 guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire
ratings of this product.
5.4 TitaniumTM' 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
(Silvassa,India) Yes Yes Yes Yes Yes
(See 5.5.1)
Titanium PSU-30 Yes No .,.' No { Yes Yes Yes "
(Brentwood,NH)
,Titanium UDL-25 Yes ,; `';NO ,iNo '`" Yes Yes Yes
Yes Yes
Titanium UDL-30 Yes (Base Sheet int-ply (Base Sheet Int-ply Yes Yes Yes
system) system).
Titanium UDL-50 Yes No Na; 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 COMBINATIONS.
Adhesive Florida Product Approval Underlayments
Dow TileBond'" FL22525 Titanium PSU-30(Silvassa,India)
ICP Adhesives Polyset®AH-160 FL6332 Titanium PSU-30(Silvassa,India)
5.6 Allowable Substrates,Titanium PSU-30:
5.6.1 Direct-Bond to Deck:
➢ New untreated plywood;
➢ Existing untreated plywood,primed as needed with D41 primer to achieve bond.
5.6.2 Bond to Mechanically Attached Base Sheet:
➢ ASTM D226,Type I or II felt.
➢ Titanium UDL-30(primed with D41 primer)or UDL-30(inverted).
1 Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design,I.I.C. Evaluation Report 111980.11.08-R4
Certificate ofAutharization#9503 6T'EDITION(2017)FBC NON-HVHZ EVALUATION F1.11602-114
Titanium Roof Underlayments Revision 4:10/10/2017
Page 3 of 7
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 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.
#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 11198D.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 4 of 7
' \` / ~�l�x ��[�
�� U ��U�� U K |��~='
/ |
5.6.31 For mechanically attached Base Sheet,the maximum design pressure for the selectedassembly shall meet
�
or exceed that required under FRSA/TR1 April 2012(04-12),Appendix A,Table IA.
' A]temative|y,�the maximum design pressure for the selected assembly shall meet or exceed the Zone I
design pnsaum determined in accordance with F8C16O9. 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 AN6V8PK| VVD1, FK8 Loss Prevention Data Sheat 1,29 and Roofing
Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations sot forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)forZone 2/3 enhancements.
�
5.7
Titanium UDL-25,Titanium UDL-30 or Titanium UDL-50 shall not be left exposed for longer than 30-days.
'
Titanium PSU-3O(S0masso,India)shall not beleft exposed for longer than 9O-d.ays.
Titanium P3U-3O(Bmntwond,NH)shall not beleft exposed for longer than 3O-days.
l8 Tile Slippage Limitations[per FRSA/TRI April 2012(04-12111:
When loading roof tiles on the underlayment in direct-deck tile assemblies,the maximum roof slope shall
be as follows. These dope limitations can only be exceeded by using battens during loading of the roof
tiles.
TABLE 2: TILE SLIPPAGE UmITATIONS FOR DIREcT-DECK TILE INSTALLATIONS
maximum
Underlayment Tile Profile Staging Method Slope
Flat Max,10-tile stack S.
Titanium PSU-30(Silvassa,India)
Max.10-tile stack 6:12
. .
6. INSTALLATION:
6.1 Titanium Roof Undedaymems 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,
�Z Ke'�o��nany loose dmd�ngpene|�and check for pntrudinQnaUheads. Sweep the subs�atnthomu8h|yto
� —
remove any dust and debris prior to application,and prime the,substrate(if applicable).
Shall be installed in compliance with e uiranem� hx � U
ASTM m�� l�pe | o, uudedoyment in pB[
' Table 15D7.12for the type nfprepared roof covering to be installed, taking into account the wider sheet-
Width fordoub\o'|ayerappUcabnns.
6.3.2 Fasteners:
!
Mechanical attachment of Titanium UDL-25 and Titanium,UDL-30 is limited to ring shank roofing nails with
minimum 8nchdiameter plastic caps.
Mechanical attachment ofTitanium UDL-SO is limited to ring shank roofing nails with minimum 3/8'inch
diameter ring shank rooOngnails with minimum 1-inehdiam�erplastic caps;screvvsand plates; or
|
plastic cap staples.
Q.''3.3 �
End mer
Und)laps shall be mi
nimum 6-inches and sid (horizontal)laps shall beminimum 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 th'e underlayment,the underlayment need only be preliminarily attached pending attachment of the
battens. '
u�mmn"vnenv�uzemu�v�n
Exterior Research~moeuo�uc ~
o"tyk,te,yAuthorization u95m o=EDITION(zo17)FBcwom*vxZEVALUATION ru1602-n
Titanium Roof unae*aymevts Revision 4:10/10V2017
Page sv,r
.
��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-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 Titanium'"'PSU-30:
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-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.
6.4.3 Tile Applications[Titanium PSU-30(Silvassa.India)onlyl:
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 tile fastener penetrations is required for all tile roofing installations. Contact
Interwrap for approved sealant or mastic types.
6.5 Titanium 2-Ply System:
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/TRI 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 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 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 tile fastener penetrations is required for all tile roofing installations. Contact
Interwrap for approved sealant or mastic types.
Exterior Research and Design,LLC. Evaluation Report 111980.11.08-R4
Certificate of Authori:ation.0503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION F1.11602-114
Titanium Roof Underlayments Revision 4:10/10/2017
Page 6 of 7
TRINITY(ERD
7. BUILDING PERMIT REQUIREMENTS:
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 CA requirements.
The following plants have qualified products under their respective physical properties specifications.
Plant SRecification Product sl
L
Mission,BC,Canada FBC 1507.1.1(Exception) Titanium UDL-30;Titanium U DL-50
Qingdao,China FBC 1507.1.1(Exception) 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 Titanium PSU-30(Brentwood,NH)
9. QUALITY ASSURANCE ENTITY:
I ntertek Testing Services NA Inc.—QUA1673;(604)520-3321
END OF EVALUATION REPORT-
Exterior Research and Design,U.C. Evaluation Report 111980.11.08-R4
Certificate afAuthorization#9503 6T"EDITION(2.017)FBC NON-HVHZ EVALUATION FL11602-R4
Titanium Roof Underlayments Revision 4:10110/2017
Page 7 of 7