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HomeMy WebLinkAboutPRODUCT APPROVAL ROOFING UNDERLAYMENTS211-112021 Florida Buiiding Code Online
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PraduNc Aoprovdl M1Senu > P,-obuct cr Agp€ica:iur CR`ch I pRnllcativn Ust Application Detail
FL 4
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address%Phone/Ema€I
Category
Subcategory
Compliance Method
FL11602-R12
Revision
2020
Validated
Owens Corning RooFing and Asphalt, LLC
One Owens Corning Parkway
Toledo, OH 43645
(740)321-6345
Greg. Keele r@owen scorning. corn
Keeler Greg
Greg. Kee ler@owenscorning,corn
Greg {feeler
2790 Columbus Road
Granville, OH 43023
(740)321-6345
g reg. keeler@owenscorn ing,com
Roofing
Underlayments
Evaluation Report from a Fionda Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License
PE-59166
Quality Assurance Entity
Intertek Testing Services NA, Fnc. - QA Entity
Quality Assurance Contract Expiration bate
12/31/2023
Validated By
John VV. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate or Independence EL110? R12 CQI 20 1 -QL—Q�LI...NIEMINEhLpffr
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Standard
Year
ASTMi]1970
2uls
ASTM D4533 (tear strength)
2015
ASTM D4798 (wveatherrng)
2011
ASTM D4869 (liquid transmission)
2016
ASTM D5035 (tensi[e)
2011
FRSA/TRI, Sixth Edition
2018
UL1897
2015
https:/1www.floridabuilding.orglprlpr_app_dtl.aspx?Param=wG€VXQwtDgsQFcSK°fa2fTrZeHY87UCe5KMr%2fsMfWgra38thTg8%2byKUYXg%3d%3d 112
2117/2021
Florida Building Code OrAne
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Summary of Products
FL a
11602.1
Method 1 Option D
02/12/2021
❑2/14/2021
Model, Number or Name
Titanium Rcof Underlayments
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design pressure: -FN/A/-142,5
Other: 1.) The design pressure noted herein pertains to use
of a specific underlayment systern beneath tale roof systems.
Refer to ER Section 5.8.3 for details. 2.) Refer to ER Sections
5 and 6 for other Limits of Use.
Description
Synthetic sheet -type roof underlayments
Installation Instructions
FL116002 912 II 2021 0J i 2 FIN I r-D TITAhill iN L1 02
12.pdf
Verified By; Robert Nieminen PE-59166
Created by Independent Third Party: Yes
Evaluation Reports
FL116CF2 R12 a W1 J2 12 rINAL ER TITI} It}M FL I16fl2-
R12.R
Created by Independent Third Party: Yes
Contact os :: 2601 Blair Stone Road Tallahassee Ff 99 Phone: 850-487-1824
The State of Florlda is an AA/EED employer. j2pyrjighk 200._. take of >=lorida :: Prime Statement :: Accessit2lity Statement :: Refund Statement
Under Ffonda law, email addresses are public records. If you do not want your email address released in response to a public -records request, do not send eiectroric
mail to this entity. Instead, contact the afFce by phone ur by traditional mail. If you have any questions, please contact S50. 7.1 *pursuant to Section 455.275(3),
rlorid2 Statutes, effective October 1, 2012, licensees licensed finder Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls
provided may he used for official communlcatitin 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 emall address which can be made avallable to the public. To determine if yQti are a iicensee under Chapter 455, F.S., please dick here .
Product Approval Accepts:
uc
® Ra
CredZ Card
Safe
https://www.floridabuilding.orglpr/pr_app_dti,aspx?param=wGEVXQvoDgSQFc5K%2fFrZeHYB7UCe5KNir%2fsMfWgra38thig8%2byKuYXg%3d%3d 212
m
Certificate of Autharization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203)262-9245
ENGINEER EVALUATE TEST CONSULT
OEM WWSEM
Owens Corning Roofing and Asphalt, LLC Evaluation Report 111980.11.08-R13
One Owens Corning Parkway FL11602 RI2
Toledo, OH 43659 Date of Issuance: 11/03/2008
(740) 321-6345 Revision 13: 02/12/2021
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 71h Edition (2020) Florida Building Cade sections noted herein.
DESCRIPTION: Titanium" Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
herein and FBC 1507.1.1.
CONTINUE© 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 NEMO ETC, LLC of any
changes to the product(s), the Quality Assurance or the production facility iocation(s). NEMO ETC, LLC requires a
complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Florida Product Approval Number (rL#) preceded by the words "NEIVIOjetc_ 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 i.ob site at the request of the Building Official,
This Evaluation Report consists of pages 1 through 8.
Prepared by:
ed d
Robert l.M.111ieminen, P.E.
A'
Florida Registration No. 59166, Fiorida DCA AN£1983
"'°'��•.
ThePatsimleseala S'•;-• =r" PPearine was authorized by Robert
- +qO'
-
_._:�=s Nieminen, P.E. on 42/12/2021. This does not serve as an
electron' II
i
CERi3FICg1lpN OF I75lpEpENpENCE: ca y5ign ocjment-
1. NEMO FTC, 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 Nieminer, 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 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 forthat purpose.
©2018 NEMO ETC, LLC
ROOFING COMPONENT EVALUATION:
ONEP,noI etc.
Product Category:
Roofing
Sub -Category:
Underlayment
Compliance Statement: TitaniumO Roof Underlayments, as produced by Owens Corning Roofing and Asphalt,
LLC, have demonstrated compliance with the following sections of the 7'h 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
Property Standard
Year
15043.1
Wind resistance UL 2897
2015
1507.1.1, 1507.2.4, 1507.2.9.2 / R905.1.1, Material standard ASTM D1970
2025
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(29,3, Exception) R9a5.1,1.1{5}
1507.1.1.1(2&3, Exception), 1507.1.1.1(5)
/ Tensile strength ASTM D5035
2011
R905.1.1.1(2&3, Exception), R905.1.1.1(5)
1507.1.1.1(S) / 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
Acceierated Weathering ASTM D4798
2011
Entit�r
Examination Reference
Date
ERD (T5T6049)
Various, system tests 135520.06_11
06/15/2011
FRO (TST6049)
Wind Uplift 135520Q08.11-1
08/12/2011
ITS (TST1509)
FRSA/TRI, partial 3126617C0Q-005
10/31/2007
ITS (TSC1509)
ASTM D4869, LWT 101823107COQ-007A
12/09/7014
Owens Corning
Product equivalency Declaration
06/18/2018
MEMO (TST6049)
FRSA/TRI, tile slippage 4i-OC-19-55UDL-01.A
06/14/2019
PRI(TST5878)
ASTM D1970 OCF-341-02-01
09/20/2017
PRI (TST5878)
FRSA/TRI, partial CCF-343-02-01
11/09/2017
PRI (TST5878)
ASTM D4798, D1970 OCF-341-02-01
11/27/2017
PRI (TST5878)
TAS 117(B); Pull -through DCF-422-02-02
04/03/2018
PRI (TST5878)
FRSA/TRI, partial QCF-425-02-01
08/13/2018
PRI(TST5878)
UL1897 1379TO02
07/10/2019
PRI {TST5878)
ASTM D1623, TAS 103 OCF-SO7-02-01
08/13/2019
PRI(TST5878)
UL1897 1378TO117
10/20/2020
PR€(TST5878)
ASTM D4533, D4798, D5035 1378TO110
10/15/2020
PRI(TST5878)
ASTM D4533, D4798, D5035 1378T0111
10/15/2020
PRI(TST5878)
ASTM D4533, D4798, D5035 137ST0112
10/15/2020
PRi(TST5878)
ASTM D4533, U4798,U5035 1378TOO59
02/13/2020
PRI(TST5878)
ASTM D82S7-20 1378TOO61
01/21/2021
ITS (QUA1673)
Quality Control Service Confirmation
12/09/2020
ITS (QUA1673)
Quality Control Florida RCIS
Current
MEMO FTc, LLc
Evaluation Report It1980.11.08-R13
Certificate ofAutho4zoNcin #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATIVN
FL11602-Rz2
Titaniumg Roof Underlayments Revision 13: 02/12/2021
Page 2 of 8
Product Material Standard Plant(s) Description
4,1 Titanium6 PSU-30 ASTM D1970 and Dubai, UAE unreinforced polymer modified bitumen material
IV FRSAITRI 09-18 Brentwood, NH adhered to the underside of a polymer -coated,
synthetic woven sheet. The underside is backed
with a release film_ Unit weight 24 lbs/square
4.2 Titaniumd UDL-25 1507.1.1.1(2&3, Qingdao, China synthetic sheet -type underlayment comprised of
Exception), 1507.1.1.1(5) f a woven core coated on one side with a polymer
R905.1.1.1(2&3, coating. Unit weight2.5lbs./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
R9o5.1.1.1{2&3, polymer coating. Unit weight 4.0 lbs./square
Exception), R905.1.1.1(5)
4.4 Titanium6 UDL-50 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
R905.1.1.1(2&3, polymer coating. Unit weight 4.7 lbs./square
Exception), R905.1.1.1(5)
4.5 Tjtanium" X30 1507.1.1.1(2&3, Qingdao, China synthetic sheet -type underlayment comprised of
Exception), 150.7.1.1.1(5) / a non -woven polypropylene 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
ASTM D8257 weight 5.0 lbs./square.
5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nierninen, P.E. are, in any way, the Designer
of Record for any project on which thus 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 FOC 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.
5.5 Allowable Roof Covers:
TABLE 1: Roos CovER QPT1oNs
�FBCSact;on; 1507.2 1507.3 1507.4 & 1507.5 15077 1507.8 & 2507.9
Asphalt Clay and Concrete Tile
PUnderlayment iylechanical Adhesive Metal Panels Slate or Slate- Wood Shingles and
Shingles Attach Set and Shingles Type Shingles Shakes
Titanium PSU-30 YeS Yes Yes Yes
(See 5.6.1) Yes Yes (joint strips, 1507.1.13 /
R905.1,1.3)
Titanium® UDL-25 Yes No I No Yes Yes No
MEMO ETC, LLC
Evaluation Report 111980.11.08-1113
Certificate 0fAutheriz0tfan #324S5 7- EDITION (2020) FIX N0NU HVH2 EVALUATION
FL31602-R12
Titanium® Roof Underlayments Revislon 13: 02/12J2021
Page 3 of 8
NNEmoletc.
TABLE 1: ROOF COVER OPTIONS
f8t Section: I507.2 I5D7,3 1507.4 & 15Q7.5 1507.7 15tl7.8 & 150� 9
Clay and Concrete Tile
Underiaymen# Asphalt Metal Panels Slate or Slate- Wood Shingles and
Shin Shingles, Mechanical Adhesive-
8 Attach Set and Shingles Type Shingles Shakes
Yes Yes
Titanium® UDL-30 Yes (Base5heetin (Rasesheetirn Yes Yes No
2-p�No
2-ply system)
Titaniumd�UDL-50 Yes No Yes YssTitanium®Yes IVo Yes Yes No
5.6.1 Adhesive -set is limited to use of following underlayment / tile -adhesive combinations.
TABLE IA: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS,
Underlayrnent Adhesive Florida Product Approval
Dupont `Tile Bond' Roof Tile Adhesive" L22525
Titanium" PSU-30 ICP Adhesives and Sealants "Polyset& AH-160" FL6332
ICP Adhesives and Sealants "Polyset' RTA-I" FL6276
5.7 Allowable Substrates
TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS
Substrates (designed to meet wind loads for project)
Underlaymen# Applis:ation
TYpe Primer material(s)
beck/ she
(optional) ASTM D41 Plywood
Titanium" P5U-34 self -adhering None ASTNf D226, Type ll felt
Base sheet ASTM D41 TitaniumO UDL-30
None Titanium" UDL-30 (inverted)
S.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.
5.3.2 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 Underla ment Systems in Tile Roof Applications:
The following wind uplift limitations apply to underlayment systems that are not prescriptive in the FRSA/TRl
Florida High Wind Concrete and CfayRoof Tile Installation Manual, Sixth Edition. The 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).
5.8.3.1 Direct -to -Deck:
The maximum design pressure for the selected assembly shall meet ar exceed that required under FRSA/TRI
Florida Nigh 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.
' Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for overturning Moment Resistance Performance.
NEM© ETC, LLC
Evaluation Report 111980.11.08-R13
Cert�flcate of Authorization #31455 7TE' EOITiON �2020) FSC NON-HVH2 EVALUATION
Ft11602-1112
Titaniurne Roof Underlayments Revision 13: 02/12/2021
Page 4 of 8
E Mo I etc.
#1 Maximum Desi n Pressure = -45 sfi:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: (Optional) ASTM D41
Underlayment: One or two pries Titanium"' PSU-30, self -adhered and back -nailed max, 6" ❑.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 = -14Z.5 sf:
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 Corning Roofing and
Asphalt, LLC published installation requirements.
5.8-3.2 Mechanical) -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. Cornmoniy 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 nsf*:
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 ail tin -caps.
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/g-inch diameter tin caps in accordance with Owens Corning
Roofing and Asphalt, LLC published installation requirements.
#4 Maximum Design Pressure = -30 sf*:
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 318 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, 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.
MEMO ETC, LLC
Evaluation Report 11198D.11.Q$-R13 Certificate GFAurharkatron #32455 7' EDITION (2020) FBC Ni7N-HVHZ EVALUATION-
Fs.zlsa2-aJz
TitaniumO Roof Underlayments Revision 13: 02/12/2021
Page 5 of 8
#5 Maximum Design pressure=-45 sf*: *Nwoletc.
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheer Titanium® UDL-30 (inverted)
Fasteners: 12 ga. annular ring shank rails having not less than 2C rings per inch, heads not lessthan 3/8 inch diameter
and length sufficientto 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 f 3j, 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 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 Desi n Pressure = --45 sf*:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Titanium" UDL-30 (printed side upj
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 Tess 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, 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:
TABLE 3: EXPOSURE UMJTATIONS
Underlayment Prepared Roof Cover Installation Type Maximum Exposure (days)
Titanium" PSU-30 Mechanically attached 180
Adhesive -set the 30
Titanium® UDL--25, Titanium' UDL-30,
Titanium" UDL-50, Titanium® X30 Mechanically attached 180
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 ofthe rooftiles.
Underlayment
Titanium_9 PSU-30
FABLE 4: FILE 5LIPPAGE LimITATIONS
FOR DIRECT -DECK TILE INSTALLATIONS
Tile profile
Staging Method Maximum Slope
Flat
Max. 10-tile stack 5:12
Flat
Max 5--tile stack 6:12
Lugged
Max. 10-tile stack
4:12
Lugged
Max. 5-tile stack
5:12
Max. 10-tile stack 5 over 5
Lugged
1
l
5:12
NEMO ETC, LLC
Evaluation Report 11198U.11.08-R13
Certificate of A,ihMmtivn 4324s5 7- EDi-fY ON (2320) FBC NON.HVHZ EVALUATJON
FL11602-R12
Titaniumg Roof Underlayments Revision 13: o2/1Z/Z0Z1
Page 6of8
ON EMO I etc.
5-1 Titanium8 Roof Underlayments shall be installed in accordance with Owens Corning Roofing and Asphalt, LLC
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 Titanium" UDL-25, TitahiumO UDL-30, TitaniumO UDL-50 or Titanium® X30:
6.3.1 Shall be installed in compliance with requirements for a synthetic underlayment in FBC 1507.1.1.1(2, Exception),
1507.1.1.1(3, Exception) or 1507.1.1.1(5) or FBC Residential 11905.1.1.1(2, Exception), R905.1.1.1(3, Exception)
or R905.1.1.1(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
1507.2.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3.
6.4 Titanium® 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 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3 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 I1 felt, the felt shall be fastened in
accordance with FBC 1507.1.1 or R905.1.1,
6.4.2 Tile Applications:
Shall be installed in compliance with requirements for a Self -Adhered Membrane in the FRSA/TRi Florida Nigh
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 file staging limitations.
6.5 TitaniumO 2-Ply System:
6.5.1 The Titanium®2-Ply System consists of a base layer of Titanium"I UDL-30 (top -surface primed or sheet inverted)
mechanically attached to the wood roof deck followed by Titanium' P5U-30, self -adhered.
65.2 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.
6.53 Tile Applications:
Refer to Section 5.8.3 for attachment limitations.
Refer to Table 4 for tiie staging limitations.
NEIVIO ETC, LLC
Certificate ofAuthcrfratian #32455 7'" Er11TH3N (2020) F13C NON-HVHZ EVAWATION Evaluation Report 111980U502-R13
r�L1t602-R12
Titanium" Roof Underlayments Revision 13. 02/12/2021
Page 7 of 8
ONEMOIetc.
As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this
product.
Contact the named QA entity for manufacturing facilities 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.
Intenek Testing Services NA Inc. -- QUA1673; (312) 906-7779; maura.nr�rlantSer interteic.wam
- END OF EVALUATION REPORT -
NEW ETC, LLC
Cert�kure of Authorization x32455 Evaluation Report 111980.11.08-R 13
7T� EDITION (2620) Fri NoIU-lfVNZ EUAEUATtoP! FL11602-R12
T4taniutn& Roof Underlayments Revision 13: 02112/2021
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