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a�.a3IN� P�frt� >Apva-u-o"l REVIEWED FOH
F111fiD2-R33 CODE COMPLIANCE
App6otlonType Revislan p C g
Apppp6ra Version Status RECEIVED ApPra� STa L�C I E CO U � p Y
Comments 130 � l��
ArtllNed
JUL 2 7 2021 C
Pmduct Manufacturer St.Lucie County Owens Coming Roofing and Asphalt,LLC
Address/Phone/Emall Peif?iIIRq One Owens Coming Parkway
Taledo,OH 43645
(740)321-6345
Greg.Keeler®owenscomina.com
Authorized Signature Keeler Greg
Greg.Keeler@owenstomlhg.com
Technical Representative Greg Keefer
Address/Phone/Email 2790 Columbus Road
Granville,OH 43023
(740)321-6345
greg.keete@owenscoming.com
Quality Assurance Representative
Address/Phane/Email
Category Roaring
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer
Evaluation Report-Hardcapy Received
Florida Engineer or Architect Name who developed the Evaluation Report Robert Niemmen
Florida License PE59166
QuaERy Assurance Entity Intertak Testing Services NA,Inc-QA Entity
Quality Assurance Contract Expiration Date 12/31/2023
Validated By John W.Kne2evich,PE
I;`Validation Checklist-Hardcopv Received
Certificate of Independence FL11602 R13 COI 2021 01 COI McMMEN.p f
Referenced Standard and Year(of Standard) Year
AS1111 D1970 2015
ASTM D4533(tear strength) 2015
ASTM D4798(weathering) 2011
ASTM D4669(liquid transmission) 2016
AS-Ml D5035(tensile) 2011
FRSA/IRI,Sixth Edition 2018
UL 1897 _ 2015
Equivalence of product Standards
Certified By -
Sections from the Code
Product Approval Method Methad 1 Option D
Date Submitted 04/19R021
Date Validated 04/19/2021
Date Pending FBC Approval 04/26/2021
Date Approved 06/08/2021
Summary of Products
1 FL O 1 Model,Humber oe game Drsoiption
{116021 (Titanium Roof UndeslaymenLs far use in FBC r.an-h'VHZ i Synthetic sheet-type
of undedaymerds
jurisActioua I
t1®its of Use I Lata0atfacu Instractloas, i
Approved for use In HVH7--No FL1t6D2 R23 R 2021 04 19 FINAL ER TFfANIUM FL116D2-1113.0f
Approved for use outside HVHZ.Yes Verified By:Robert Niemtnen PE-59166
Impact Resistant:R/A Created by independent Third Party:Yes I
Design Presort=+NIA/-142.S Evaluation Reporir
Other.1.)The design pressure noted herein pe tales to use of a specific uredslaymentsystem fFL11602 R13 AE 2021 04 19 FINAL ER TWANIUM6 - !
beneath the roof systems.Referta ER an 5.8.3 far details.2.)Refer to ER Sections 5 and 6 �Created by IndepandentThird Party:Yes _
for other Limits of Use. .,:x ED—t
a
e
,Go R Vs!!26010rir Mt+R ad.Tb&. zue R 32399 M+q .a5a-461-1624
NEMO etc.
Certificate afAuthorizaffon#32455
353 Christian Street,Unit#13
Oxford,CT 06478
1203)262-9245
ENGINEER EVALUATE BEST CONSULT
Owens Coming Roofing and Asphalt,LLC Evaluation Report 111980.11.08-R14
One Owens Corning Parkway FL11602-R13
Toledo,OH 43659
(740)321-6345 Date of Issuance:11/03/2008
Revision 14:04/19/2021
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_ the products described herein have been evaluated for
compliance with the 7'Edition(2020)Florida Building Code sections noted herein.
DEscatPTroN Ttamur ®Roof lJtiderlayments for lase In FBC Hatt-IVHZ unsd�rtions
l,..:. _.
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality'Assurance Agency noted
herein and FBC 1507.1.1.
CONTINUED COMPLIANCE:This Evaluation Report is valid until such time as the named product(s)changes,the referenced
Quality Assurance or production facility location(s)changes;or Code provisions that relate to the product(s) change.
Acceptance of our Evaluation Reports by the named client constitutes agreement to notify MEMO ETC, LLC of any
changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a
complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle.
MvERTISEMENY.The Florida Product Approval Number(FL#) preceded by the words "NEMO(etc. 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 S.
Prepared by:
Robert J.M.Nieminen,P.E. `' s"r r``
1:� A.: 9q:�.'{
The facsirtule seal appearing was authorized by Robert
Florida Registration No.59166,Florida DCA ANE1983 "+r:s`-;°'
':-�,;; +.+ Nieminen,P.E,on 04/19/2021.This does not serve as an
CERTIFICATION OF INDEPENDENCE: electronicallysigned document.
1. NEMO ETC,LLC 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. NEMO ETC,LLC 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.
S. This is a building code evaluation. Neither NEMO ETC,LLC 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.
02018 NEMO ETC,LLC
ONEMO etc.
ROOFING COMPONENT EVALUATION:
Product Category- Roofing
Sub-Category: Underlayment
Compliance Statement Titanium°Roof Underlayments,as produced by Owens Corning Roofing and Asphalt,
LLC,have demonstrated compliance with the following.sections of the 71 Edition (2020)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.
®• .
Section Pro :.Standard Year
1504.3.1 Wind resistance UL 1897 2015
1507.1.1,1507.2.4,1507-2.9.2/R905.1.1, Material standard ASTM D1970 2015
R905.2.8.2
1507.1.1.1(2&3,Exception),1507.1.1_1(5)/ Tear strength ASTM D4533 2015
R905.1.1.1(2&3,Exception),R905.1.1.1(5)
1507.1.1.1(2&3,Exception),1S07.1.1.1(5)/ Tensile strength ASTM D5035 2011
R905.1.1.1(2&3,Exception),R905.1.1.1(5)
1507.1.1.1(5)/R905.1.1,1(5) Liquid water transmission ASTM D4869 2016
1507.3.3/R905.3.3 Material standard FRSA/TRI,Sixth Edition 2018
TAS 110 Accelerated Weathering ASTM D4798 2011
Ent` Examination' Reference, Date.
ERD(TST6049) Various,system tests 135520.06.11 06/15/2011
ERD(TST6049) Wind Uplift 135520.08.11-1 08/12/2011
ITS(TST1509) FRSA/TRI,partial 3126617COQ-005 10/31/2007
ITS(TST1509) ASTM D4869,LWT 101823107COQ-007A 12/09/2014
Owens Coming Product equivalency Declaration 06/18/2018
MEMO(TST6049) FRSA/TRI,file slippage 4j-OC-19-SSUDL-01-A 06/14/2019
PRI(TST5878) ASTM D1970 OCF-341-02-01 09/20/2017
PRI(TST5878) FRSA/TRI,partial OCF-343-02-01 11/09/2017
PRI(TSTS878) ASTM D4798,D1970 OCF-341-02-01 11/27/2017
PRI(TST5878) TAS 117(B);Pull-through OCF-422-02-02 04/03/2018
PRI(TST5878) FRSA/TRI,partial OCF-425-02-01 08/13/2018.
PRI(TST5878) UL1897 1378TO02 07/10/2019
PRI RST5878) ASTM D1623,TAS 103 OCF-507-02-01 08/13/2019
PRI(TST5878) UL1897 1378TO117 10/20/2020
PRI(TST5878) ASTM D4533,D4798,D5035 1378TOI10 10/15/2020
PRI(TST5878) ASTM D4533,D4798,D5035 137ST0111 10/15/2020
PRI(TST5878) ASTM D4533,D4798,D5035 137ST0112 10/15/2020
PRI(TST5878) ASTM D4533,D4798,D5035 1378TOO59 02/13/2020
PRISM878) ASTM D8257-20 1378T0061 01/21/2021
PRI(TST5878) ASTM D4798,TAS 103 1378MI74 04/16/2021
ITS(QUA1673) Quality Control Service Confirmation 12/09/2020
ITS(QUA1673) Quality Control Florida BCIS Current
NEMO ETC,LLC Evaluation Report 111MAL08-1114
CertifiwteofAudhornation#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-1113
Titanium®Roof Underlayments Revision 14:04/19/2021
Page 2 of 8
II
ONEMOletc.
PROD 0
Product Material Standard 1?lant(s) Description
4.1 Titanium®PSU-30 ASTM D1970 and Dubai,UAE unreinforced polymer modified bitumen material
FRSA/TR109-18 Brentwood,NH adhered to the underside of a polymer-coated,
synthetic woven sheet. The underside is backed
with a release film. Unit weight 24 Ibs/square
4.2 Titanium"UDL-25 1507.L1.1(2&3, Qingdao,China synthetic sheet-type underlayment comprised of
Exception),1507.1.1.1(5)/ a woven core coated on one side with a polymer
R905.1.11(2&3, coating. Unit weight 2.5 lbs./square
Exception),R905.1.1.1(5)
4.3 Titanium®UDL-30 1507.1.1.1(2&3, Qingdao,China synthetic sheet-type underlayment comprised of
Exception),1507.1.1.1(5)/ a woven core coated on both sides with a
i
R905.1.1.1(2&3, polymer coating. Unit weight 4.0 lbs./square
Exception),R905.1.1.1(5)
4.4 Titanium®UDL-50 1507.1.3-1(2&.3, Qingdao,China synthetic sheet-type underlayment comprised of
Exception),1507.1.1.1(5)/ a woven core coated on both sides with a
R90S.1.1.1(2&3, polymer coating. Unit weight 4.7 Ibs./square
Exception),R905.1.L1(5)
4.S Titanium®X30 1507.1.1.1(2&3, Qingdao,China synthetic sheet-type underlayment comprised of
Exception),1507.1.1.1(5)/ a non-woven poiypropylen.Q top scrim laminated
R905.1.1.1(2&3, to a central non-woven polypropylene scrim with
Exception),R905.1.1.1(5) polymeric coating on the bottom side. Unit
A,cny D8257 weight 5.0 lbs./square.
e
5.1 This is a building code evaluation. Neither MEMO ETC,LLC 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 High Velocity Hurricane Zone jurisdictions(i.e.,Broward and Miami-
Dade Counties).
5.3 This Evaluation Report pertains to above-deck roof components. Roof decks and structural members shall be in
accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction.
5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and
limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations
concerning the use of foam plastic insulation.
5.5 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.
5.6 Allowable Roof Covers:
_TABLEROOF COVER OPTIONS
McSecdow 1507.2 .` 1507.3 .15".4&ISUS M7.7 IW7.8&1507.9
Clay and conaete Tile
Asphalt Metal Panels Slate or Slate= Wood Shingles and.
UnderlaymeiTt Med�nlcal` Adhesive
Shingles: Attach Set and Shingles Type Shingles Shakes
Yes
Titanium PSU 30 Yes Yes Yes Yes Yes Eoint strips,1507.LL3/
(see 5.611 - R405113i
u es m-UDL-25 Y No No es Yes_7iNo
NEMO ETC,LLC Evaluation Report 111980.11.08-R14
Cert*ate ofAuthomatian#32455 7-EDITION(2020)FEC NON-WIM EVALUATION FL1102-1113
TitaniumO Roof Undedayments Revision 14:04/19/2021
Page 3 of 8
ONEMO(etc.
#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, self-adhered and back-nailed max. 6"o.c.with 12 ga.galvanized
annular rink shank nails through 32 ga.,1-5/8-inch diameter tin caps in accordance with Owens Corning
Roofing and Asphalt,LLC published installation requirements.
#2 Maximum Design Pressure=-142.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: None
Underlayment: One ply Titanium"PSU-30,self-adhered and back-nailed max.6"o.c.with 12 ga.galvanized annular rink
shank nails through 32 ga.,1-5/8-inch diameter tin caps in accordance with Owens Coming Roofing and
Asphalt,LLC published installation requirements.
5.8.3.2 Mechanically-Attached Base Sheet:
The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI
Florida High Wind Concrete and Clay Roof Tile Installation Manual,Sixth Edition,Appendix A,Table 1A or the
critical(highest)design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3.
Alternatively,the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1
design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Elevated pressure zones
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,Roofing Application
Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the
limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (February 2020) for
enhancements.
#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(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,TitaniumO PSU 30,self-adhered and back-nailed max. 6"o.c.with 12 ga. galvanized
annular rink shank nails through 32 ga.,1-5/9-4nch diameter tin caps in accordance with Owens Corning
Roofing and Asphalt,LLC published installation requirements.
#4 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 $0, self-adhered and back-nailed max. 6" o.c. with 12 ga.galvanized
annular rink shank nails through 32 ga.,1-5/8-inch diameter tin caps in accordance with Owens Corning
Roofing and Asphalt,LLC published installation requirements.
NEMO ETC,LLC Evaluation Report 111980.11.08-R34
Certificate afAutharaation#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R13
Tdanlumm Roof Underlayments Revision 14:04/19/2021
> Page 5 of 8
etc.
`TABLe 1: RooF,GovER OPno�is
FBCSectlan: 35071 .13073: 1507.4&1W.5 1SO7.7 M7.8&1S07.9
Clay and Concrete Tile
Asphalt` Metal Panels Slate or Slate- Wood Shingles and
Underlayment:_ Mechanical Adfiesive.
Shingles and Shingles Type Shingles - Shakes,
Attach Set-
Yes Yes
Titanium®UDL-30 Yes (BaseSheetin (BaseSheetm Yes Yes No
2-Plysystem) 2-plysyst—
Titanium®UDL-50 Yes No No Yes Yes No
Titanium®X30 Yes No No Yes Yes No
5.6.1 Adhesive-set is limited to use of following underlayment/tile-adhesive combinations.
TAUE1A:A iouitasc�T[E13diiEsl .JuivoE ttvwE�iaCo€weliaAiioivsl:
Underlaytnent . Adhesive Florida Froduct'Approval
Dupont"file Bond'm Roof Tile Adhesives FL22525
Titanium®PSU-30 ICP Adhesives and Sealants"Poiysee Ali-160" FL6332
ICP Adhesives and Sealants"Poiyseta RTA-1" FL6276
5.7 Allowable Substrates:
TABLE 2 SUBSTRATE OFrtiONS FOR AOHEREO RiNOERLAYMENTS
Substrates(designed to meet win6 loads for'project)
Underlayment, Application
Type Primer Materials)
Deck/sheathing (Optional)ASTM D41 Plywood
None AST(N D226,Type 11 felt
J- �i�nium-P -30 elf-adhering
Base sheet ASTM D41 Titanium°UDL-30
None Titanium®UDL-30(inverted)
5.8 Attachment Limitations:
5.8.1 For use under mechanically attached NON-TILE prepared roof coverings,attachment shall be in accordance with
the manufacturer's installation instructions,but—for mechanically attached underlayments or base sheets-not
less than FBC 1507.1.1 or R905.1.1.
5.8.2 For use under the roof systems, attachment shall be in accordance with the manufacturer's installation
instructions,but not less than Section 5.8.3 herein.
5.8.3 Wind Resistance for Underlayment Systems in Tile Roof Applications:
The following wind uplift limitations apply to underlayment systems that are not prescriptive in the FRSA/TRI
Florida High Wind Concrete and Clay Roof Tile Installation Manual,Sixth Edition. The Maximum Design Pressure
is esult of testing for wind load resistance based on allowable wind loads,and reflects the ultimate passing
pressure 'ded by 2(the 2 to 1 margin of safety per FBC 1504.9 has already been applied).
5.8.3: Direct to-Deck:
T P design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI
Florida High Wind Concrete and Clay Roof Tile Installation Manual,Sixth Edition,Appendix A,Table 1A or the
critical(highest)design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3.
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
MEMO ETC,LLC Evaluation Report 111980.11.08-R14
Certicateof Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION 1� FL11602-R13
Titanium"Roof Underlayments Revision 14:04/19/2021
Page 4 of 8
i
(NNEM0 etc.
#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(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,self-adhered and back-nailed 6"o.c.with 12 ga.galvanized annular
rink shank nails through 32 ga.,1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing
and Asphalt,LLC published installation requirements.
#6 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,TitaniumO PSU 30,self-adhered and back-nailed 6"o.c.with 12 ga.galvanized annular
rink shank nails through 32 ga.,1-5/8-inch diameter tin caps in accordance with-Owens Corning Roofing
and Asphalt,LLC published installation requirements.
5.9 Exposure Limitations:
. YASLE 3. Ex�osuRE UMrrATtotus `
Underlayment. Prepared Rquf tover:lnstalladoo Type Maximum Exposure(days) .
Mechanically attached 180
Titanium'PSU-30
Adhesive-set the 180
Titanium®UDL-25,Titanium°UDL-30, Mechanically attached 180
Titanium®UDL-50,Titanium®x30
5.10 Tile Slippage Limitations: When loading roof tiles on the underlayment in direct-deck the 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.
ASLE 4 jtLE SLIPPAGE L0UliTATiO3t15 FOR DIRT-0EC[C T!!E{N57AtdATiONS
Underlayment' Tile Profile Staging Method. Maximum Slope
Flat Max.10-tile stack 5:12
Flat Max 5-tile stack 6:12
Lugged Max.lOtle stack 4:12
Lugged Max.5-tile stack 5:12
Max.10-tile stack(5 over 51
Titanium"PSU-30
Lugged 5:12
IL
NEMO ETC,LLC Evaluation Report 111980.11.08-R14
CertWcate ofAuthodwtion#32455 7`EDMON(2020)FBC NON-HVHZ EVALUATION FL11602-R13
Titanium"Reef Underlayments Revision 14:04119/2021
Page 6 of 8
I
ONEEO etc.
e
6.1 Titanium°Roof Underlayments shall be installed in accordance with Owens Corning Roofing and Asphalt,LLC
published installation requirements subject to the Urnitations setforth in Section 5 herein and the specifics noted
below.
62 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).
63 Titanium®CIDL 29 Tutaniyrn°UDL 30,1`itantuuruz ,LIDL S dt Tdactium.X30
6.3.1 Shall be installed in compliance with requirements for a synthetic underlayment in FBC 1507.1.1.1(2,Exception),
1507.L1.1(3,Exception)or 1507.1.L2(5)or FBC Residential R905.1.1.1(2,Exception),R905.1.1.1(3,Exception)
or R905.1.L1(5) for the type of prepared roof covering to be installed, and the manufacturer's installation
instructions. FBC requirements take precedence over the manufacturer's installation instructions.
6.3.2 Fasteners:
Minimum fasteners shall be corrosion resistant, ring-shank cap nails shall be as set forth in FBC 1507.1.1.1 or
1507.1.13 or FBC Residential 11905.1.1.1 or R905.1.1.3.
TitamuunM PSU 30:
6.4.1 Non-Tile Applications:
Shall be installed in compliance with requirements for an approved self-adhering underlayment(ASTM D1970)in
FBC 1507.11.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.L13 for the type of prepared roof covering
to be installed,and the manufacturer's installation instructions.
When installed over a mechanically attached,FBC Approved ASTM D226 Type It felt,the felt shall be fastened in
accordance with FBC 1507.1.1 or R905.1.L
6.4.2 Tile Applications:
Shall be installed in compliance with requirements for a Self-Adhered Membrane in the FRSA/TRI Florida,High
Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, and the manufacturer's installation
instructions.
Refer to Section 5.8.3 for attachment limitations.
Refer to Table 4 for tile staging limitations.
6.5 Titanhim -2-Ply System
6-5.1 The Titanium®2-Ply System consists of a base layer of Titanium®UDL-30(top-surface primed or-sheet inverted)
mechanically attached to the wood roof deck followed by Titanium®PSU-30,self-adhered.
6.5.2 Non-Tile Applications:
Install Titanium® UDL-30 (top surface primed or sheet inverted) in accordance with Section 6.3 followed by
Titanium®PSU-30 in accordance with Section 6.4.
6.5.3 Tile Applications:
Refer to Section 5.8.3 for attachment limitations.
Refer to Table 4 for tile staging limitations.
NEMO ETC,LLC Evaluation Report 111980.11.08-R14
Certifrmieof Author¢ation h32435 7-EDITION(2020)FBC NON-HVHZ EVALUATION ' FL11602-P.13
TitanlumO Roof Underlayrnents Revision 24:04/19/2021
Page 7 of 8
01AVIEM0�etc.
BUILDINGs
As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this
product.
Contact the named QA entity for manufacturingfacilities covered by F.A.C.Rule 61G20-3 QA requirements. Refer
to Section 4 herein for products and production locations having met codified material standards.
W
IntertekTestingServices PIA Inc.—QUA1673;(312)906-7779;maura.noriander@intertek.com
-END OF EVALUATION REPORT-
MEMO ETC,LLC Evaluation Report 111980.11.08-R14
CertWeateofAuthorization#3245S 7a1 EDITION(2020)FBC NON-HVHZ EVALUATION ( FL11602-R13
Titanlurn®Roof UnderlaMents Revision 14:04/19/2021
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