HomeMy WebLinkAboutEVALUATION REPORT\CSUCK Engineering
SpPclalty Structural EngincPpring CBUCK, Inc Certificate of Authorization #8064
Evaluation Report
"EnglertO Series 2000"
Metal Roof Assembly
Manufacturer:
Englert, Inc.
1200 Amboy Avenue
Perth Amboy, NJ 08862
(732) 826-8614
for
Florida Product Approval
#FL11751.2R6
Florida Building Code 6th Edition (2017)
Method: 1- D
Category: Roofing
Sub - Category: Metal Roofing
Product:
Material:
Panel Thickness:
Panel Width:
Panel Seam:
Support:
Prepared by:
James L. Buckner, P.E., SECB
Florida Professional Engineer # 31242
Florida Evaluation ANE ID: 1916
Project Manager: Diana Galloway
Report No. 17-135-2000-A3W-ER.2
(Revises 17-135-2000-A3 W-ER FL11751.2 R5)
Date: 12 / 10 / 17
Contents:
Evaluation Report Pages 1-8
RECEIVED
AUG 2 0 2018
AT, 6Neia cpwntyi Permitting
SCANNED
By
St. Lucie County
"Series 2000"
Roof Panel
Aluminum
0.032"
18"
Snap -Lock
Wood Deck
Facsimile ofdlgiul oopysigned by
James L Buckner, P.E
Electronically signed and sealed documents shall
comply with the provisions of FAC Rule 61G15-23.
vv k,51L.1 B UC
.•'*'
*'
No 31242
,n .• STATE OF
'•.RORIDP; ' Cow
�'zis/ONA��a`���
�x ff
2017.12.1711:02:08 -05'00'
CBUCK, Inc. dba CBUCK Engineering
Phone: (561) 491-9927 • Email: cbuck4cbuckinc.net • Website: www.cbuckinc.net
Business: 1374 Community Dr., Jupiter, FL 33458 • Corp/Mailing: 2637 E. Atlantic Blvd, #34069, Pompano Beach, FL 33062
FL #: FL 11752.2 R6
Date: 12 / 10 / 17
CBUCK Engineering Pagert No.: 2 of 8 2000-A3W-ER.2
SpecicitLj Structural Engineering
Manufacturer: Englert, Inc.
1200 Amboy Avenue
Perth Amboy, NJ 08862
(732) 826-8614
htto://www.englertinc.com/
Product Name: "Series 2000"
Product Category: Roofing
Product Sub -Category Metal Roofing
CBUCK, Inc Certificate of Authorization #8064
Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d)
Product/System "Series 2000" Roof Panel
Description: 0.032" Aluminum Snap -Lock roof panel mechanically attached to Wood Deck
with fixed panel clips & screws.
Product Assembly as Refer to Page 4 of this report for product assembly components/materials &
Evaluated: standards:
1. Roof Panel
2. Panel Clip
3. Fasteners
4. Underlayment
5. Insulation (Optional)
Support: Type:
Wood Deck
(Design of support and its attachment to support framing is outside the scope of
this evaluation.)
Description:
• 15/32" or 19/32" or greater plywood (Per Table A),
• or Wood plank (min. specific gravity of 0.42)
Slope: Minimum slope shall be: 3 :12 or greater
In compliance with FBC Chapter 15 based on the type of roof covering,
applicable code sections and in accordance with manufacturer's
recommendations.
Performance: Wind Uplift Resistance:
• Design Uplift Pressure: See Table "A"
(Refer to'?able A" attachment details herein)
FL #: FL 11751.2 R6
Date: 12/10/17
RepoMUCK Engtnserinq Pagert No.: 3 of 8 2000-A3W-ER.2
SpLPCIdIrL j Sfructurdl EnginPerinq CBUCK, Inc. Certificate of Authorization #8064
Performance The product described herein has demonstrated compliance with:
Standards: • UL580-06—TestforUplift Resistance ofRoofAssemblies
• UL 1897-12 —Uplift test for roof covering systems
• TAS 125-03 —Standard Requirements for Metal Roofing Systems
Standards Equivalency: The UL 580-94 & UL 1897-98 standard version used to test the evaluated
product assembly is equivalent with the prescribed standards in UL 580-06 & UL
1897-12 adopted by the Florida Building Code 6th Edition (2017).
Code Compliance: The product(s) described herein have demonstrated compliance with the
performance standards listed above as referenced in the current Florida
Building Code.
Evaluation Report This building envelope product is evaluated for compliance with the structural
Scope:
requirements of the Florida Building Code, per the scope sections of Florida
Product Approval Rule 61G20-3.001.
Limitations and
• Scope of "Limitations and Conditions of Use" for this evaluation:
Conditions of Use:
This evaluation report for "Optional Statewide Approval' contains technical
documentation, specifications and installation method(s) which include
"Limitations and Conditions of Use" throughout the report in accordance with
Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the
authority to approve products under `Optional Statewide Approval'.
• Option for application outside "Limitations and Conditions of Use"
Rule 61G20-3.005(l)(e) allows engineering analysis for "project specific approval
by the local authorities having jurisdiction in accordance with the alternate
methods and materials authorized in the Code". Any modification of the product
as evaluated in this report and approved by the Florida Building Commission is
outside the scope of this evaluation and will be the responsibility of others.
• This report is a building code product evaluation per FLPE rule (FAC) 61G15-36 to
comply with Florida product approval rule (FAC) 61G20-3. This evaluation report
is part of the Florida Building Commission approval for the listed code related
criteria. This report by James Buckner, P.E. and CBUCK Engineering is not a
design certification of code compliance construction submittal documentation,
per FBC section 107, for any individual structure, site specific or permit design.
• All metal components and fasteners shall be corrosion resistant in accordance
with applicable sections of FBC, including but limited to Sections 1504.3.2,
1506.6 and 1507.4.4.
• Design of support system is outside the scope of this report.
• Fire Classification is outside the scope of Rule 61G20-3, and is therefore not
included in this evaluation.
• This evaluation report does not evaluate the use of this product for use in the
High Velocity Hurricane Zone code section. (Dade & Broward Counties)
Quality Assurance:
The manufacturer has demonstrated compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.005 (3) for
manufacturing under a quality assurance program audited by an approved
quality assurance entity through Keystone Certifications, Inc. (FBC Organization
ID# QUA 1824).
FL #: FL 11751.2 R6
Date: 12/10/17
g Page
No.: 47of385-2000-A3W-ER.2
C®UCK Engineerin
SpL=clattLj Structural Englneprinq CBUCK, Inc Certificate of Authorization #8064
Components/Materials Roof Panel:
Englert Series 2000
(by Manufacturer): Material:
Aluminum
Thickness:
0.032" (min.)
Panel Widths:
18" (max.) Coverage
Rib Height:
1-3/4"
Alloy Type:
3105 H14
Corrosion Resistance:
Per FBC Section 1507.4.3
Components&
Materials:
(by Others)
Roof Panel Clips:
Product Name: Englert "Series 2000 Clip"
Englert Part #: 05076B (Galy. Steel) or 05076D (Stainless Steel)
Type: One-piece, fixed clip
Material: Galvanized Steel or Stainless Steel
Thickness: 18 gauge
Yield Strength: 40 ksi min.
Dimensions: 1-3/4" (tall) x 3-1/2" (long) x 2-1/2" (wide)
Corrosion Resistance: Per FBC Section 1506.7
Fastener:
Type: Pancake -Head Wood Screw
Size : #10 x 1"
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per ANSI/ASME B18.6.1
Underlayment:
Material and application shall be in compliance with FBC Section 1507.1.1 and in
accordance with applicable code sections and manufacturers recommendations.
Insulation (Optional):
Type:
Thickness:
Properties:
Density:
Or Compressive Strength:
Rigid Insulation Board
3" (max.)
2.25 pcf (lbs/ft3) min.
20 psi min.
Insulation Notes:
• Rigid Insulation shall meet minimum density OR compressive strength.
• Insulation shall comply with FBC Section 1508. When insulation is
incorporated, fastener length shall conform to penetrate thru bottom of
support a minimum of 3/16".
FL #: FL 11751.2 R6
Date: 12 / 10 / 17
CBUCK Engtneprin9 Pagert No•:5 of g 2000-A3W-ER.2
SpEacla1ftj Structural Extglnper1nq CBUCK, Inc. Certificate of Authorization #8064
Installation: Installation Method:
(Refer to "TABLE A" below and drawings at the end of this evaluation report.)
■ Clip Spacing: Refer to "TABLE A" Below
(along the length of the panel)
■ Two (2) fasteners per Clip
■ Rib Interlock: Snap -Lock
(Panel ribs shall be fully engaged to form an integral snap -lock.)
■ Minimum fastener penetration thru bottom of support, 3/16".
■ For panel construction at the end of panels, refer to manufacturer's
instructions and any site specific design.
TABLE "A"
ALLOWABLE LOADS
Min.Deck
Thickness
Clip
Spacing
#Fasteners
per Clip
Design
Pressure
METHOD 1
15/32"
18"
2
- 82.5 PSF
METHOD 2
15/32"
12"
2
123.75 PSF
METHOD 3
15/32"
6"
2
-180 PSF
METHOD 4
1 19/32"
16"
1 2
-107 PSF
Notes:
Allowable design pressure(s) for allowable stress design(ASD)
Install the "Series 2000" roof panel assembly in compliance with the installation
method listed in this report and applicable code sections of FBC 6th Edition
(2017). The installation method described herein is in accordance with the
scope of this evaluation report. Refer to manufacturer's installation instructions
as a supplemental guide for attachment.
Referenced Data: 1.
TAS 125-03 (ULS80/UL1897) Uplift Test
By Architectural Testing, Inc. (FBC Organization ID# TST 1558)
Report #: B8193.02-109-18-r1, Dated: 10 / 16 / 12
2.
TAS 125-03 (UL580/UL1897) Uplift Test
By Architectural Testing, Inc. (FBC Organization ID# TST 1558)
Report #: 92992.01-109-18, Dated: 7 / 16 / 10
3.
TAS 125 Uplift Test
By Hurricane Test Laboratory, LLC (FBC Organization ID# TST 1527)
Report #0155-0510-05, Specimen #1, Date: 5/23/05
4.
Quality Assurance
Keystone Certifications, Inc. (FBC Organization ID# QUA 1824)
Englert, Inc. Licensee #420
5.
Equivalency of Test Standard Certification
By James L. Buckner, P.E. @ CBUCK Engineering
6.
Engineering Analysis
By CBUCK Engineering
7.
Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
FL #: FL 11751.2 R6
Date: 12 / 10 / 17
q Page No.: 6 of 8 2000-A3W-ER.2
CBUCK Enginserin
Spc=cialftj Structural Enginperinq CBUCK, Inc Certificate of Authorization #8064
Installation Method
Englert, Inc.
"Series 2000" (0.032" Aluminum) Roof Panel attached to Wood Deck
Drawings
19' Coverage
.1-3/4'
Typical Panel Profile
13/4'
1 1/4•
3112,
1'
o
318•
�{1 1!2•I+ - CLIP
1 1/4'
rt
I 3 11P' I
Panel Clip Profile
Englert "Series 2000 Clip"
(Part # 05076B - Galvanized Steel) or
(Part # 05076D - Stainless Steel)
FL #: FL 11751.2 R6
V Date: 12/10/17
CBUCK Engineering Pagert No.: 7 of 8 2000-A3W-ER.2
Specialty Structural Eng1nepr1nq CBUCK, Inc. Certificate of Authorization #8064
Installation Method
Englert, Inc.
"Series 2000" (0.032" Aluminum) Roof Panel attached to Wood Deck
in
Gips with D8Q #10
Pancake -Head Screws
Integral
Snap Lock
Gips with WQ #10
Pancake -Head Screws
3
Typical Assembly Profile View
(Typical Fastening Pattern Across Width)
FL #: FL 11751.2 R6
Date: 12 / 10 / 17
CBUCK Engineering Pagert No.: S of g 2000-A3W-ER.2
Specicaittj St ruct'urcl EngInLoering CBUCK, Inc. Certificate of Authorization #9064
Installation Method
Englert, Inc.
"Series 2000" (0.032" Aluminum) Roof Panel attached to Wood Deck
Typical Roof Assembly
Isometric View
(Optional) Rigid Insulation Board per Page 4 of this report
TABLE "A"
Min.Deck
Thickness
Clip
Spacing
#Fasteners
per Clip
Design
Pressure
METHOD 1
15/32"
18"
2
- 82.5 PSF
METHOD 2
15/32"
12"
2
-123.75 PSF
METHOD 3
15/32"
6"
2
- 280 PSF
METHOD 4
19/32"
16"
2
-107 PSF
I - .
RECEIVED
SCAgYED NEMO I etc.
AUG 2 0 201a
C1e ^oun}sl CertiJ/cate of Authorization#32455
St, Lu V •� ST. Lucie county, Permitting 3 Christian Street, Unit #13
Oxford, CT 06478
(203) 262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
Owens Coming Roofing and Asphalt, LLC
One Owens Corning Parkway
Toledo, OH 43659
(740)321-6345
Evaluation Report 111980.11.08-RS
FL11602-RS
Date of Issuance:11/03/2008
Revision 5: 04/19/2018
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 6`h Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: Titanium"' Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements of 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. of any changes to
the product(s), the Quality Assurance or the production facility location(s). NEMO I etc. 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 "NEMO Ietc. 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 7.
Prepared by:Eli
„1••r•:••.,,,—
L= o
a. X.
Robert J.M. Nieminen, P.E. MON -,n;qS}
?;�`eyr The faalmle seal appeadngwasaudIarized by Robert
Florida Registration No. 59166, Florida DCA ANE1983 9•,,,,,,,,.,..•`- Nleminen,P.E.on04/19/2018. Thfsdoesnotsemeasan
elecmonically signed dowment
CERTIFICATION OF INDEPENDENCE:
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.
5. This is a building code evaluation. Neither NEMO [etc. 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.
A yy
ONEMOletc.
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 intent of the following sections of the 61h Edition (2027) 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
1507.1.1, R905.1.1 Exception
1507.1.1, R905.1.1 Exception
1507.1.1, T1507.1.1,
1507.2.9.2
1507.3.3
TAS 110
TAS 110
Property _
Standard _ _
Year
Unrolling, Breaking Strength, Pliability
ASTM D226
2009
Tear Strength
ASTM D1970
2015
Physical Properties
ASTM D1970
2015
Physical Properties
FRSA/TRI April 2012 (04-12)
2012
Accelerated Weathering
ASTM D4798
2011
Pull -through resistance
TAS 117(B)
1995
Entity.
_ .Examination.
ERD (TST6049)
Physical Properties
ERD (TST6049)
Physical Properties
ERD (TST6049)
Physical Properties
ERD (TST6049)
ASTM D226
ERD (TST6049)
Wind Uplift
ITS(TST1509)
ASTM D226
ITS(TST1509)
ASTM D226
ITS (TST1509)
Physical Properties
ITS(TST1509)
ASTM D226
PRI(TST5878)
ASTM D1970
PRI(TST5878)
ASTM D1970; Tear strength
PRI(TST5878)
ASTM D1970; Tear strength
PRI(TST5878)
ASTM D1970; Tearstrength
PRI (TST5878)
TAS 117(B), Pull -through
ITS (QI1A1673)
Quality Control
ITS (QUA1673)
Quality Control
4.1 Self -Adhering Underlayments:
Reference
Date
115010.04.09
04/29/2009
115010.05.10
05/14/2010
135520.06.11
06/15/2011
138010.08.11
08/11/2011
135520.08.11-1
08/12/2011
311801000Q-003
04/26/2007
3130639COQ-002A
08/21/2007
3126617COQ-005
10/31/2007
101823107COQ-011
01/23/2015
OCF-341-02-01
09/20/2017
OCF-331-02-02
10/03/2017
OCF-332-02-02
10/03/2017
OCF-334-02-02
10/03/2017
OCF-422-02-02
04/03/2018
ITS Listings
Current
Service Confirmation
09/30/2017
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 Ibs/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 Titanium^' 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 Ibs/square; meets FBC 1507.1.1 & R905.1.1 (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 4.0lbs/square; meets FBC 1507.1.1 & R905.1.1 (Exception).
4.2.3 itanium- 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 & R905.1.1 (Exception).
MEMO ETC, LLC Evaluation Report 111980.11.08-RS
Ce rwte ofAuthorkauon Q42455 6TM EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-RS
Titanium Roof Underlayments Revision 5: 04/19/2018
Page 2 of 7
ONEMOletc.
5.1 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.
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
I: ROOF COVEROPTIONS
Asphalt
Wood Shakes
-
Undedayment
Shingles
Nail -On Tile
Foam-On Tile
Metal
&Shingles
Slate
Titanium PSU-30
-
Yes
(Silvassa, India)
yes,
-
Yes
(see ss.1)
Yes
_
Yes
Yes
Titanium PSU-30
(Brentwood, NH)
yes
e
No
No
Yes
Yes
Yes
_
Titanium UDL-25
Yes
No
No
Yes
yes
Yes
Yes
-
Titanium UDL-30
Yes
a se Shea inz
(.' -ply
(Base Sheeting -ply
Yes
yes
Yes
sysem)
system) i_
Titanium UDL-504
Yes
No
No
Yes
Yes
Yes
5.5.1 "Foam -On Tile" is limited to use of following Approved tile adhesives / underlayment combinations.
Adhesive Florida Product Approval
- Underlayments _
Dow TileBond' FL22525
Titanium PSU-30(Si/vassa,India)
ICP Adhesives Polysete AH-160 IFL6332
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).
t Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC, LLC Evaluation Report 111980.11.08-R5
tertflbateofAuihorizavan 4132455 6'"EDMON(2017)FBC NON-HVHZ EVALUATION FL11602-R5
Titanium Roof Underlayments Revision 5: 04/19/2018
Page 3 of 7
ONEMOletc.
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 osf':
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
NEW ETC, LLC Evaluation Report 111980.11.08-R5
Certlf7mteofAuthonzodcn p32455 6TM EDITION (2017)FBC NON-HVHZ EVALUATION FL11602-RS
Titanium Roof Undedayments Revision 5: 04/19/2018
Page 4 of 7
ONEMOletc.
85 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
5.6.4.1 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 SA.
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 WDS, 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 (Silvassa, 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 rver FRSA/TRI April 2012 (04-1211:
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.
TABLE
2: TILE SLIPPAGE LIMITATIONS
DIREcT-DECK TILE INSTALLATIONS
Underlayment
Tile Profile
Staging Method Maximum
Slope
Titanium PSU-30 (Silvassa,
Flat
Max. 30-tile stack 5:12
India)
Lugged
Max. 10-tile stack 6:12
6.1 Titanium 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).
NEMO ETC, LLC Evaluation Report 111980.11.08-RS
Owifkute ofA"Mor@nean 492455 5t EDITION(2017)FBC NON-HVHZ EVALUATION FL11602.RS
Titanium Roof Underlayments Revision 5: 04/19/2018
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ONEMOjetc.
6.3 Titanium' UDL-25, Titanium UDL-30 or Titanium UDL-50:
6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Type 1 or II underlayment in FBC Table
1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed, taking into account the wider sheet -
width.
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.
6.3.2.1 Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: "...except metal cap nails
shall be required where the ultimate design wind speed, V w equals or exceeds 150 mph."
Owens Coming Roofing and Asphalt, LLC has furnished data to permit the use of 1-inch diameter plastic cap nails
In lieu of metal cap nails for these applications, when the Titanium^' UDL-25, Titanium UDL-30 or Titanium UDL-
50 underlayment is installed beneath mechanically fastened prepared roof covers referenced in FBC Table
1507.1.1 or R905.1.1.
6.3.3 Slooes of 4:12 or ereater:
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.
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 I 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
Owens Corning Roofing and Asphalt, LLC for approved sealant or mastic types.
NEMO ETC, LLC Evaluation Report 111980.11.08-RS
Ogfflwte ofAWiorimdon rf32455 6`v EDMON (2017) FBC NO N-HVHZ EVALUATION FL11602-RS
Titanium Roof Underlayments Revision 5: 04/19/2018
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6.4.3 Tile Applications ITitanium PSU-30 (Silvasso. India) onlyl:
Reference is made to FRSA/TRI April 2012 (04-22) 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 Owens Corning Roofing and Asphalt, LLC published requirements for tile staging.
Owens Corning Roofing and Asphalt, LLC 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
Owens Corning Roofing and Asphalt, LLC 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 (Siivassa, India) in accordance with Section 6.4.
6.5.3 Tile Aoplications:
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 Owens Corning Roofing and Asphalt, LLC published installation
instructions, but not less than the fastener density from FRSA/TRI April 2012 (04-12), Table 1, taking into account
the wider sheet -width.
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 Owens Corning Roofing and Asphalt, LLC published requirements for tile staging.
Owens Corning Roofing and Asphalt, LLC specifies minimum 24-hour cure time after installation, before loading
of roofing tiles.
The use of sealant or mastic at the fastener penetrations is required for all tile roofing installations. Contact
Owens Corning Roofing and Asphalt, LLC for approved sealant or mastictypes.
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation
of this product.
Contact the noted QA agency for information on product locations covered for F.A.C. 61620-3 QA requirements.
The following plants have qualified products under their respective physical properties specifications.
Plant
Specification
Product(s)
Mission, BC, Canada
FBC 1507.1.1(Exception)
Titanium UDL-30; Titanium UDL-50
Qingdao, China
FBC 1507.1.1(Exceptiori)
Titanium UDL-25, Titanium UDL-30; Titanium UDL-50
Silvassa, India
FRSA/TRI 04-12 (2-ply system)
I Titanium PSU-30 (Silvassa, India)
Brentwood, NH
ASTM D1970
I Titanium PSU-30 (Brentwood, NH)
Intertek Testing Services NA Inc. — QUA1673; (604) 520-3321
END OF EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report 111980.11.08-RS
Cerajlone ofAuthorlmdon#32455 0EDITION (2017)FBc NON-HVHZ EVALUATION FL11602-RS
Titanium Roof Underlayments -Revision 5: 04/19/2018
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