HomeMy WebLinkAboutEVALUATION REPORT}
*""`\CBUCK Engineering
SpPcidlty Strur—turdl Engln2er1ng CBUCK,Inc. CertlJfcate of Authorization N8064
Evaluation Report
"Englert® Series 2000"
Metal Roof Assembly
SCANNED Manufacturer:
BY En lert, Inc.
St. Lucie County g
1200 Amboy Avenue
Perth Amboy, NJ 08862
(732)826-8614
for
Florida Product Approval
# FL 11751.2 R6
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-A3W-ER, FL11751.2 115)
Date: 12 / 10 / 17
Contents:
Evaluation Report Pages 1-8
RECEIVED
AUG 2 0 2.018
ST. Lucie County, Permitting
"Series 2000"
Roof Panel
Aluminum
0.032"
18"
Snap -Lock
Wood Deck
Fa zt by
of digitalcmr,
P.E_ed
James L Buckner, P.E
JamesLe
Electronicallysigned and sealeddocuments shall
Damply with the provisions of FAC Rule 61GSS23.
z.. t...../'�'�i
*' No 31242 •'*
* '
O
-� -, �,
.
SOT''-. STATE OF
•-.AZORIOP . G.N`�
rnnitnt
/i
2017.12.171102:08.OS00'
CBUCK, Inc, dba CBUCK Engineering
Phone: (561) 491-9927 - Email: cbuckPcbuckincnet • Website: w .cbuckinc.net
Business: 1374 Community Dr., Jupiter, FL 33458 • Corp/Mailing: 2637 E. Atlantic Blvd, #34069, Pompano Beach, FL 33062_
FL #: FL 11751.2 R6
Date: 12 / 10 / 17
CBUCK Engineering Pagert No.: 2 of 8 2000 A3W-ER.2
Specialttj Structural Engineering
CHUCK, Inc Certificate of Authorization #8064
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
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
S. 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. speck 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"
(Referto "Table A" attachment details herein)
FL #: FL 11751.2 R6
Date: 12 / 10 / 17
CBUCK Engtneerin9 Page No.: 3 of 8 2000 A3W ER.2
Specic5WLj Structural Englnc=i=rinQ CBUCK, Ina Certificate of Authorization #8064
Performance The product described herein has demonstrated compliance with:
Standards: • UL580-06—TestforUplift Resistance ofRoof Assemblies
• 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 21751.2 R6
Date: 12/10/17
CSUCK
No.: 8 2000 A3W-ER.2
Engineering
Page
Engineering coucK, Inc cerafimte ofAuthorimtion #8064
Specialty Structural
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 manufacturer's 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
g Page No.:
of 8 2000 A3W ER.2
CBUCK Engineerin
Specialty Structural EncglnL= =ring CBUCK, Inc Certificate of Authotizatlon N8064
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.
Referenced Data:
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
METHOD4
19/32"
16"
2
-107PSF
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. Referto manufacturer's installation instructions
as a supplemental guide for attachment.
1. TAS 125-03 (UL580/UL1897) UpliftTest
By Architectural Testing, Inc. (FBC Organization ID# TST 1558)
Report #: B8193.02-109-18-rl, 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
S. 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 M FL 11751.2 R6
Date: 12 / 10 / 17
MUCK Engineering RReegeo" No.: 6 -18 2000-A3W-ER.2
SpectalFy StrUd urdt Eric =L rtnq CBUCK, Inc Certificate of Authorization #8064
Installation Method
Englert, Inc.
"Series 2000" (0.032" Aluminum) Roof Panel attached to Wood Deck
1-3/4"I:L[
1
Drawings
19' Coverage
Typical Panel Profile
1 V4' —j "711 1/4' CLIP
1 1/4'
m
v
3 1/2' I
Panel Clip Profile
Englert "Series 2000 Clip"
(Part # 05076B —Galvanized Steel) or
(Part # 05076D — Stainless Steel)
FL #: FL 11751.2 R6
Date: 12/10/17
SUCK Engineering Page No.: 7 of 8 2000 A3w-ER.2
SpeclaRy StruCFured r--ng1nL=ear1nc_3 CHUCK, Ina Certificate ofAutbotimden #8064
Installation Method
Englert, Inc.
"Series 2000" (0.032" Aluminum) Roof Panel attached to Wood Deck
19,
Gips with TWO #10
Pancake -Head Screws Integral
Snap Lodz
M
Clips with TWO #10
Pancake -Head Screws
Typical Assembly Profile View
(Typical Fastening Pattern Across Width)
Fl. #: FL 11751.2 R6
Date: 12/10/17
q Page No.: $ f385-2000 A3W-ER.2
MUCK Enginserin
Specialt j Structural Engineering CBUCK, Ina Certificate of Autharizaton MOM
Installation Method
Englert, Inc.
"Series 2000" (0.032" Aluminum) Roof Panel attached to Wood Deck
s
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
-180 PSF
METHOD 4
19/32"
16"
2
-107 PSF
RECEIVED
�� BYCoun� AUG 2 Q 2918 NEMO etc.
Sf. LV'C1e ST. Lucie t',6DNty1 I.'@ffiflF€INS Certificate of Authorization#32455
- 353 Christian Street, Unit #13
Oxford, CT 06478
(203) 262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
EVALUATION REPORT
Owens Corning Roofing and Asphalt, LLC Evaluation Report 111980.11.08-RS
One Owens Corning Parkway FL11602-RS
Toledo, OH 43659 Date of Issuance:11/03/2008
(740) 321-6345 Revision 5: 04/29/2028
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 products), 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.
ADvERnsEMENT: 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:
„�.;
Robert J.M. Nieminen, P.E.
�574 arnt�•/T�
The facsimile by Robert
• S i.:......d .,.
seal appearing was authorized
Horida Registration No. 59166, F7oridD OC4ANE2983
`'1„` `.3°'-
Nleminen,P.E. on 04/19/I(I16. Thisdaes not serve as an
electronical"Igned documenL
CERTIFICAPON 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.
S. This is a building code evaluation. Neither NEMOI 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.
ONEMOJetc.
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 6th Edition (2017) Florida
Building Code through testing in accordance with applicable sections the following Standards. Compliance is
subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
Section ., .-. '.
.. Property'.,,,- .
..Standard'
-.,_. Year
1507.1.1, R905.1.1 Exception
Unrolling, Breaking Strength, Pliability
_
ASTM D226
2009
1507.1.1, R905.1.1 Exception
Tear Strength
ASTM D1970
2015
1507.1.1, T1507.1.1,
Physical Properties
ASTM D1970
2015
1507.2.9.2
1507.3.3
Physical Properties
FRSA/TRI April 2012 (04-12)
2012
TAS 110
Accelerated Weathering
ASTM D4798
2011
TAS 110
Pull -through resistance
TAS 117(B)
1995
Enti
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)
ASTIA4 D226
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(TSF1509)
ASTM D226
3130639COQ-002A
08/21/2007
ITS (TST1509)
Physical Properties
3126617COQ-005
10/31/2007
ITS(TST1509)
ASTM D226
101823107COQ7011
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
PRI (TST5878)
ASTM D 1970; Tear strength
OCF-334-02-02
10/03/2017
PRI (TST5878)
TAS 117(B); Pull -through
OCF-422-02-02
04/03/2018
ITS (QUA1673)
Quality Control
ITS Listings
Current
ITS (QUA1673)
Quality Control
Service Confirmation
09/30/2017
PRODUCT4. DESCRIPTION:
4.1 Self -Adhering Underlayments:
4.1.1 Titanium^' PSU-30 is an unreinforced polymer modified bitumen material adhered to the underside of a polymer -
coated, synthetic woven sheet. The underside is backed with a release film. Unit weight 24 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
`���1/polymer coating. Unit weight 4.0lbs/square; meets FBC 1507.1.1 & R905.1.1 (Exception).
4.2.31 itanium"' UDL-50 is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a
[444�111���- polymer coating. Unit weight 4.7 Ibs/square; meets FBC 1507.1.1 & R905.1.1 (Exception).
NEMO ETC, LLC Evaluation Report 111980.11.08-RS
fcrtficate of Authorization N32455 0 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 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-OnTile`
Foam -On Tile -
- Metal
&Shingles
Slate
Titanium PSU-30
..-
_. Yes
Yes
(Silvassa, India)
Yes`
Yes
.(See 5.5.1)
Yes
. '
-
Yes '
Titanium PSU-30
'• •
.Yes
•'
(Brentwood, NH)
Yes
t
No
No
Yes •
,
--- •Yes <• -
Titanium UDL-25
Yes
No
No
Yes'
_ Yes
, Yes"ll .
.
Yes . -
Yes ..
Titanium UDL-30
- Yes °
(M.She mZ-clr
(Ii..Sheew2*
Yes
yes
Yes' ,.
Titanium UDL-50
Yes
No
No
Yes
, Yes
Yes
5.5.1 "Foam -On Tile" is limited to use of following Approved tile adhesives / underlayment combinations.
TABLE IA: ALLOWABLE,TILE ADHESIVE UNDERLAYMENT
' Adhesive ,; Florida Produet Approval
COMBINATIONS'
Underlayments •-
Dow TileBond'" FL22525
Titanium PSU-30(Silvassa, India)
ICP Adhesives Polysete AH-160 FL6332
Titanium PSU-30 (Sihrasso, 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).
' 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-RS
D�Wmre ofAwhorEeaun#32455 6P EDITION(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 SA or FBC 1609 for determination of design wind loads.
#1 Maximum Design Pressure=-45psf:
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 (Silvasso, India), self -adhered
#2 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 (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 (Silvasso, 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
44 Maximum Design Pressure=-45psf':
Deck:
Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet:
Fasteners:
Spacing:
Primer:
Underlayment:
Titanium UDL-30 (inverted)
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
6-inch o.c. at 4-inch wide side laps and 8-inch o.c. at three (3), equally spaced center rows.
ASTM D41 primer required at all tin -caps.
One or two plies, Titanium PSU 30 (Silvassa, India), self -adhered
NEMO ETC, LLC Evaluation Report 111980.11.08-RS
Ceniflone cfAuMomadon O32455 6TM EDITION (2017)FBC NON-HVHZ EVALUATION FL11602-RS
Titanium Roof Underlayments Revision 5:04119/2018
Page 4 of 7
ONEMOletc.
#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
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 WD3, 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, ArH) shall not be left exposed for longer than 30-days.
5.8 Tile Slipoaee Limitations (per FRSA/TRI April 2012 (04-1211:
When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as
follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles.
TABLE
2: TILE SLIPPAGE LIMITATIONS ORDIRECT-DECK
Underlayment
Tile Profile Staging Method
Maximum
Slope
Titanium PSU-30 (Silvassa,
Flat Max. 10-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).
NEIVO ETC, LLC Evaluation Report 111980.11.08-RS
rsrti%lcat ofAahorlmdon 832455 6�EDITION (2017)FBC NON-HVHZ EVALUATON FL11602-R5
Titanium Roof Undedayments Revlslon 5: 04/19/2028
Page 5 of 7
ONEMOletc.
6.3 Titanium^' UDL-25, Titanium UDI730 or Titanium'UDL-50:
6.3.1 Shall be Installed in compliance with the requirements for ASTM D226, Type I or 11 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 t, equals or exceeds 150 mph."
Owens Corning 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 Slopes of4:12 or greater:
End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches.
Minimum attachment shall be 12-inches o.c, vertically and 24-inches o.c. horizontally in accordance with the
surface markings on the exposed face of the underlayment. When batten systems are to be installed atop the
underlayment, the underlayment need only be preliminarily attached pending attachment of the battens.
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
2507.1.1 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 orfish-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 mastictypes.
NEMO ETC, LLC Evaluation Report 111980.11.08-RS
ratfticate OfAathor¢adon M455 a EDmON (2017) FBC NON-HVHZ EVALUATION FL11602-RS
Titanium Roof Underlayments Revision 5: 04/19/2018
Page 6 of 7
ONEMOjetc.
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 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 the roofing installations. Contact
Owens Corning Roofing and Asphalt, LLC for approved sealant or mastic types.
6.5 I 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 (slivassa ladfa), 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 (Sl/vassa, 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 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 the 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.
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. 61G203 OA requirements.
The following plants have qualified products under their respective physical properties specifications.
Plant
S ri cation
Products
Mission, BC, Canada
FBC 1507.1.1(Exception)
Titanium UDL-30; Titanium UDL-50
Qingdao, China
FBC 1507.1.1(Exception)
Titanium UDL-25; Titanium UDL-30; Titanium UDL-50
Silvassa, India
FRSA/TRI 04-12 (2-ply system)
Titanium PSU-30 (Silvassa, India)
Brentwood, NH
ASTM D1970
Titanium PSU-30 (Brentwood, NH)
9. QUALITY AssURANcE ENTITY:
Intertek Testing Services NA Inc. — QUA1673; (604) 520-3321
- END OF EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report 111980.11.08-R5
OwolmteofA0harizaeon l92455 6TM EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R5
Titanium Roof Undedayments Revision 5: 04/19/2018
Page 7 of 7
CREEK
TECHNICAL SERVICES, LLC
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL33647
(813)480-3421
EVALUATION REPORT
FLORIDA BUILDING CODE, If" EDITION (2017)
Manufacturer:
Duro-Last Roofing, Inc.
Issued September26, 2017
525 Morley Drive
Saginaw, MI 48601
989-737-3043
www.duro-last.com
SCANNED
Manufacturing Plants:
Saginaw, MI
BY
Jackson, MS
Sigaumey, IA
St. Lucie County
Quality Assurance:
UL LLC (QUA1743)
SCOPE
Category:
Roofing
Subcategory:
Single Ply Roof System
Code Sections:
1504.3.1, 1504.6, 1507.13.2, 1515.1.1,
1515.1.4, 1523.1.1, 1523.6.2
Properties:
Wind Resistance, Physical Properties
PRODUCT DESCRIPTION
Products
specification
Description
Duro-Last Designer Series
ASTM D 4434
Nominal 50-mil thick single -ply roof membrane composed of a
Membrane
thermoplastic polyvinyl chloride film laminated to both sides of
a polyester fabric scrim. The membranes are available as
Rock -Ply® and Shingle -Ply® prefabricated sections or roll
goods.
Duro-Last Membrane
ASTM D 4434
Nominal 40-mil (DL40), 50-mil (DL50), or 60-mil (DL60) thick
single -ply roof membrane composed of a thermoplastic
polyvinyl chloride film laminated to both sides of a polyester
fabric scrim. The membranes are available as prefabricated
sections or roll goods.
Duro-Fleece Membrane
ASTM D 4434
Nominal 50-mil (DF50), 60-mil (DF60), or 80-mil (DF80) thick
single -ply roof membrane composed of a thermoplastic
polyvinyl chloride film laminated to both sides of a polyester
fabric scrim and backed with fleece. Duro-Tuff membranes
are available in the following colors: White for ail thickness,
and Blue, Copper, Charcoal, Green, Light Gray, Patina, and
Light Tan for DF50 and DF60 only The membranes are
available as roll goods.
Duro-Fleece Plus Membrane
ASTM D 4434
Nominal 50-mil (DFP50) or 60-mil (DFP60) thick single -ply
roof membrane composed of a thermoplastic polyvinyl
chloride film laminated to both sides of a polyester fabric scrim
and backed with fleece. The membranes are available as roll
goods.
Duro-Tuff Membrane
ASTM D 4434
Nominal 50-mil (DT50), 60-mil (DT60), or 80-mil (DT80) thick
single -ply roof membrane composed of a thermoplastic
polyvinyl chloride film laminated to both sides of a polyester
fabric scrim. Duro-Tuff membranes are available in the
following colors: White for all thickness, and Blue, Copper,
Charcoal, Green, Light Gray, Patina, and Light Tan for DT50
and DT60 only. The membranes are available as roll goods..
DLR12001.11 FL#16039-R11 Page 1 of 5
This evaluation report is provided for State of Florida product approval under Rule 61G203. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
tl t
.CREEK
TECHNICAL SERvICEs, LLC
REFERENCES
Duro-Last Roofing, Inc.
PVC Single -Ply Roofing Membranes
Entity
Report No.
Standard
Architectural Testing, Inc. (TST1558)
B8983.01-106-18
TAB 117(A) (1995�
Architectural Testing, Inc. (TST1558)
C0713.01-19.18
TAB 114(J) (1995 )
Certified Testing Laboratories (TST1577)
CTLA 107R
TAB 114 (J)(1995)
Certified Testing Laboratories (TST1577)
CTLA 107R-A
TAB 114(J) (1995)
PRI Construction Materials Technologies (TST5878)
DLRI-013-02-01
FM 4474(D) (2011); TAB 114(J) (1995)
PRI Construction Materials Technologies (TST5878)
DLRI-014-02-01
FM 4474(D) (2011); TAB 114(J) (1995)
PRI Construction Materials Technologies (TST5878)
DLRI-018-02-01
FM 4474(D) (2011); TAB 114(J) (1995)
PRI Construction Materials Technologies (TST5878)
DLRI-021-02-01 Rev
ASTM D 1761 (2006); TAB 117(A) & (8) (1995);
12
FM 4474 (2011); TAS 114(D) & (H) (1995)
PRI Construction Materials Technologies (TST5878)
DLRI-041-01
FM 4474(D) (2011); TAS 114(J) (1995)
PRI Construction Materials Technologies (TST5878)
DLRI-029-02-01
FM 4474(D) (2011); TAB 114(J) (1995)
PRI Construction Materials Technologies (TST5878)
DLRI-030-02-01
FM 4474(B) (2011); TAB 114(D) (1995)
PRI Construction Materials Technologies (TST5878)
DLRI-041-02-01
FM 4474(D) (2011); TAB 114(J) (1995)
PRI Construction Materials Technologies (TST5878)
DLRI-045-02-01
FM 4474(B) (2011); TAB 114(D) 0995)
PRI Construction Materials Technologies (TST5878)
DLRI-045-02-02
FM 4474(B) (2011); TAB 114(D) (1995)
PRI Construction Materials Technologies (TST5878)
DLRI-046-02-01
FM 4474(D) (2011); TAB 114(J) (1995)
PRI Construction Materials Technologies (TST5878)
DLRI-047-02-01
FM 4474(D) (2011); TAB 114(J) (1995)
PRI Construction Materials Technologies (TST5878)
DLRI-053-02-01
ASTM D 4434 (2012); ASTM G 155 (2005a)
PRI Constriction Materials Technologies (TST5878)
DLRI-055-02-01
ASTM D 4434 (2012); ASTM G 155 (2005a)
PRI Construction Materials Technologies (17ST5878)
DLRI458-02-01
FM 4474(B) (2011); TAB 114(D) (1995)
PRI Construction Materials Technologies (TST5878)
DLRI-063-02-01
FM 4474(B) (2011); TAB 114(D) (1995)
PRI Construction Materials Technologies (TST5878)
DLRI-068-02-01
FM 4474(D) (2011); TAB 114(J) (1995)
PRI Construction Materials Technologies (TST5878)
DLRI-073-02-01
FM 4474(D) (2011); TAB 114(J) (1995)
PRI Construction Materials Technologies (TST5878)
DLRI-073-02-02
FM 4474(B) (2011); TAB 114(J) (1995)
PRI Construction Materials Technologies (TST5878)
DLRI-077-02-01
FM 4474(D) (2011); TAB 114(J) (1995)
PRI Construction Materials Technologies (TST5878)
DLRI-077-02-02
FM 4474(D) (2011); TAB 114(J) (1995)
PRI Construction Materials Technologies (TST5878)
DLRI-079-02-01.1
FM 4474(D) (2011); TAB 114(J) (1995)
PRI Construction Materials Technologies (TST5878)
DLRI.082-02-01
FM 4474(D) (2011); TAB 114(J) (1995)
PRI Construction Materials Technologies (TST5878)
DLRI-086-02-01
FM 4474(D) (2011); TAB 114(J) (1995);
UL 1897 (2012)
PRI Construction Materials Technologies (TST5878)
DLRI-086-02-02
FM 4474(D) (2011); TAB 114(J) (1995);
UL 1897 (2012)
PRI Construction Materials Technologies (TST5878)
DLRI-096-02-01
FM 4474(D) (2011); TAB 114(J) (1995);
UL 1897 (2012)
PRI Construction Materials Technologies (TST5878)
DLRI-096-02-02
FM 4474(D) (2011); TAB 114(J) (1995);
UL 1897 (2012)
PRI Construction Materials Technologies (TST5878)
DLRI-099-02-01
FM 4474(0) (2011); TAB 114(J) (1995);
UL 1897 (2012)
PRI Construction Materials Technologies (TST5878)
DLRI-100-02-01
FM 4474(D) (2011); TAB 114(J) (1995);
UL 1897 (2012)
PRI Construction Materials Technologies (TST5878)
DLRI-113-02-01
FM 4474(0) (2011); TAB 114(J) (1995);
UL 1897 (2012)
PRI Construction Materials Technologies (TST5878)
DLRI-114-02-01
FM 4474(D) (2011); TAB 114(J) (1995);
UL 1897 (2012)
PRI Construction Materials Technologies (rST5878)
DLRI-115-02-01
FM 4474(D) (2011); TAB 114(J) (1995);
UL 1897 (2012)
PRI Construction Materials Technologies (rST5878)
DLRI-119-02-01
TAB 114(D) (1995)
PRI Construction Materials Technologies (TST5878)
DLRI-119-02-02
TAB 114(D) (1995)
PRI Construction Materials Technologies (TST5878)
DLRI-120-02-01
FM 4474(D) (2011); TAB 114(J) (1995);
UL 1897 (2012)
PRI Construction Materials Technologies (TST5878)
NGC-034-02-01
FM 4474(D) (2011); TAB 114(J) (1995);
UL 1897 (2012)
PRI Construction Materials Technologies (rST5878)
NGC-035-02-01
FM 4474(D) (2011); TAB 114(J) (1995);
UL 1897 (2012)
PRI Construction Materials Technologies (TST5878)
NGC4)38-02-01
FM 4474(D) (2011); TAB 114(J) (1995);
U L 1897 (2012)
Trinity ERD (TST6049)
02733.01.051
FM 4470 (2012); TAB 114(J) (1995)
Trinity ERD (TST6049)
02744.05.06
FM 4470 (2012); TAB 114(J) (1995)
Trinity ERD (rST6049)
D6760.08.07
FM 4470 (2012); TAB 114(J) (1995)
Trinity ERD (TST6049)
02750.02.08
ASTM D 4434 (2012)
Trinity ERD (TST6049)
02762.03.05
TAB 114(D, H & J) (1995)
Trinity ERD (TST6049)
D35210.08.11-R3
ASTM D 4434 (2012)
Trinity ERD (TST6049)
D40260.03.19-1
TAB 110 (2000)
DLR12001.11
F1-#16039-R11
Page 2 of 5
This evaluation report is provided for State of Florida product approval under Rule 61G20.3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
I DRoofing Membranes
Roofing, Inc.
CREEK
PVC Single -Ply Roofing
TECHNICALSERVICES, LLC
Trinity ERD (TST6049)
D40280.03.13
TAS 110 (2000)
Trinity ERD (TST6049)
D42320.08.12
FM 4474(D) (2012); TAS 114(J) (2011)
Trinity ERD (TST6049)
D44450.05.13-2
ASTM D 4434 (2012)
FM Approvals (TST1867)
J.I. 2M4A8 AM
FM 4470 (2012)
FM Approvals (rST1867)
J.1. 3Y5A6.AM
FM 4470 (2012)
FM Approvals (TST1867)
J.I. 1X2A7.AM
FM 4470 (2012)
FM Approvals (TST1867)
4DSA4.AM
FM 4470 (2012)
FM Approvals (TST1867)
3005604
FM 4470 (2012)
FM Approvals (TST1867)
3006989
FM 4470 (2012)
FM Approvals (TST1867)
3008342
FM 4470 (2012)
FM Approvals (TST1867)
3010289
FM 4470 (2012)
FM Approvals (rST1867)
3010987
FM 4470 (2012)
FM Approvals (TST1867)
3014929
FM 4470 (2012)
FM Approvals (TST1867)
3015816
FM 4470 (2012)
FM Approvals (TST1867)
3023458
FM 4450 (1989)
FM Approvals (rST1867)
3026128
FM 4470 (2012)
FM Approvals (TST1867)
3026508
FM 4450 (2012)
FM Approvals (TST1867)
3032172
FM 4470 (2012)
FM Approvals (TST1867)
3033314
FM 4470 (2012)
FM Approvals (TST1867)
3040346
FM 4470 (2012)
FM Approvals (TST1867)
3044466
FM 4470 (2012)
FM Approvals (TST1867)
3040741
FM 4470 (2012)
FM Approvals (TST1867)
3050118
FM 4470 (2012)
FM Approvals (TST1867)
3054028
FM 4470 (2012)
'Standard test method has been found equivalent to FM 4474 (2004) referenced by the 2017 FBC.
DLR12001.11 FL#16039-R11 Page 3 of 5
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid.
This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not
specifically addressed herein.
.CREEK
TECHNICAL SERVICES, LLC
Duro-Last Roofing, Inc.
PVC Single -Ply Roofing Membranes
1. Fire classification is not within the scope of this evaluation.
2. The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
3. Foam plastic insulation shall be installed in accordance with the FBC Section 2603.4.
4. In the HVHZ, fastener spacing for insulation attachment is determined using a Minimum Characteristic Force
(F') of 275 Ibf as demonstrated via testing to TAS 105. If the field tested fastener value is below 275 Ibf,
then insulation attachment shall not be acceptable.
5. In the HVHZ, fastener spacing for base sheets or membrane attachment shall meet the minimum fastener
resistance value and the MDP far the specified roof system. It is permissible for a qualified professional to
submit a revised fastener spacing utilizing the withdrawal resistance value obtained from TAS 105 testing
and calculations performed in accordance with RAS 117 and/or RAS 137, when the fastener resistance is
found less than required.
6. In the HVHZ, if mechanical attachment through the lightweight insulating concrete to the structural deck is
proposed, a field fastener withdrawal test shall be conducted in compliance with TAS 105 to determine
equivalent or increased attachment densities. Revised fastener densities shall be submitted utilizing the
withdrawal resistance value obtained from TAS 105 testing and calculations performed in accordance with
RAS 117 and/or RAS 137.
7. For assemblies containing mechanical attachment, the allowable uplift pressure for the selected roof system
shall meet or exceed the minimum design loads as determined in accordance with the FBC Chapter 16. For
perimeter and comer roof zones 2 and 3, the attachment density may be increased by a qualified design
professional, as necessary, to meet the design pressure requirements in these areas. In the HVHZ,
calculations shall be conducted in compliance with RAS 117 and/or RAS 137.
B. Reroofing applications shall be examined in accordance with FBC Section 1511 outside of the HVHZ and
FBC Section 1521 within the HVHZ. For mechanically fastened roof systems, a field withdrawal resistance
test (TAS 105 in the HVHZ; ANSI/SPRI FX-1 or TAS 105 in the non-HVHZ) shall be conducted by a qualified
professional to ensure the fastener meets the minimum design load requirements of the roof system. For
adhered roof systems, a field uplift resistance test (TAS 124 in the HVHZ; ASTM E 907, FM LPDS 1-52,
ANSI/SPRI IA-1, or TAS 124 in the non-HVHZ) shall be conducted to confirm conformance of the existing to
the minimum design loads.
9. For assemblies containing fully adhered or ribbon adhered attachment, or where extrapolation of the roof
system is not permitted, the MDP for the selected roof system shall meet or exceed the minimum design
loads as determined in accordance with the FBC Chapter 16 without augmentation.
10. Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and FBC compliant installation detail shall prevail.
11. The minimum roof slope shall be 1/4:12 for new construction.
12. All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
13. Fasteners applied in rows may impart concentrated loads to structural components of the
building. Designers should consider the fastener spacing of the roof system in relation to the spacing of
structural supports when selecting a roof system.
DLR12001.11 FL#16039-R11 Page 4 of 5
This evaluation report Is provided for State of Florida product approval under Rule 61 G203. The manufacturer shag notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
.CREEK
TECHNICAL SERVICES, LLC
COMPLIANCE STATEMENT
Duro-Last Roofing, Inc.
PVC Single -Ply Roofing Membranes
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
2017.09.26
" No 74021
_04'00'
:9 STATE OF : �/�
0T . 40
�4 O P: ��� Zachary R. Priest, P.E.
Florida SS10NA %%%%`�� O gan zation Registration
Noo.. ANE9641 21
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have, nor will it acquire, a financial Interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
APPENDICES
1) APPENDIX A— Installation (7pages)
2) APPENDIX B — Nomenclature and Approved Assemblies (29 pages)
FL#16039-R11
5 of
This evaluation report is provided for State of Florida product approval under Rule 61G203. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not
specifically addressed herein.
.CREEK
TECHNICAL SERVICES, LLC
Duro-Last Roofing, Inc.
PVC Single -Ply Roofing Membranes
APPENDIX A
INSTALLATION
Note - Refer to the APPROVED AssEnreues section of this report for specific installation details of a selected roof
System.
Unless otherwise specified in this report the following installation details shall be met for the named products:
Component
Product
Installation Detail
Dispensed using application gun for 2 full seconds into 7/16-
Dow ENERFOAM- Foam Sealant
inch pilot hole drilled to a depth of 2.54nch; Fasteners installed
within 2040 seconds after dispensing
Duro-Bond Plate 1302
34nch induction welding plate for PVC membranes; welds not
permitted at lap seams
Duro-Last 34nch Metal Plates
3-Inch x 3-inch square; 0.0244nch thick Gatvalume steel
Duro-Last #14 Concrete Screw
Min. 1.254nch penetration into concrete
Duro-Last Cleat Plates
Min. 2 3/84nch diameter, 0.035-Inch thick steel plate with
cleats
Duro-Last Duro-Coated Hex Head
Screws
Min. 1.254nch penetration Into concrete
Duro-Last Fluted Concrete Nail
Min. 1.254nch penetration into concrete
#14 screw; Min. 14nch penetration into No. 2 wood truss; Min.
Duro-Last #14 HD Fastener
3/44nch penetration through the top rib of the steel deck or
through wood deck
Duro-Last #15 Extra Heavy Duty Drill
#15 screw, Min. 3/4-Inch penetration through the top rib of the
Point Fastener
steel deck or through wood deck
Fasteners & Plates
Duro-Last Auger Fastener
Min. 24nch penetration into substrate
Duro-Last Auger Plates
Min. 24nch diameter steel plate
Duro-Last Poly -Plate
Min. 24nch diameter, 0.3354inch thick glass -filed polycerbonate
plate with cleats
CMG XHD Fastener
#15 screw, Min. 3/4-Inch penetration through the top rib of the
steel deck or through wood deck
TRUFAST FM-90 Base Sheet Fastener
Is
2.7-inch steel plate with dual grip shanks; Min. 1.74nch
penetration into
TRUFAST Turin Loc Coiled Batten Bar
100 ft. long, 14nch wide, 0.0404nch thick Galvulume coil with
pre -punched holes 3-Inch o.c.
TRUFAST DP 912 Fastener
#12 screw; Min. 3/44nch penetration through the top rib of the
steel deck
TRUFAST 3° Metal Insulation Plate
Min. 34nch diameter steel plate
TRUFAST Twin Loc-Nail Assembled
2.7-inch steel disk with locking staple; Min. 1.84nch penetration
Fastener
into substrate
TRUFAST Twin Loc-Nail Batten
Locking staple; Min. 1.84neh penetration into substrate; for use
Fastener
with TRUFAST Twin Loc Coiled Batten Bar
DEXcell FA Glass Mat Roof Board
Min. 1/44nch thick gypsum roof board with fiberglass facer;
DEXcell Cement Roof Board
Min. 7/164neh thick cement roof board with glass mesh;
Min. 0.54nch thick, Extruded polystyrene (XPS) with
Insulation
Duro-Fold Underlayment Board
polypropylene facer, Adhered boards shall be a maximum
Oft x 4-ft
Duro-Guard EPS
Min. 0.54nch, min. 1.8 pcf EPS (HVHZ) or min. 1.5 pot EPS
(non-HVHZ); Adhered boards shall be a maximum 4ft x 4ft
Duro-Guard EPS Fan Fold
Min. 0.54nch, min. 1.25 poll EPS board with polymeric film
facer (non-HVHZ only);
DLR12001.11 FL916039-1111 Page 1 of 7
This evaluation report Is provided for State of Florida product approval under Rule 61 G203. The manufacturer shag notify CREEK
Technical Services, LLC of any product changes or quality assurence changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
.CREEK
TECHNICAL SERVICES, LLC
Duro-Last Roofing, Inc.
PVC Single -Ply Roofing Membranes
APPENDIX A
Component
Product
Installation Detail
Min. 0.5-4nch, min. 1.8 pcf EPS (HVHZ) or min. 1.5 pcf EPS
Dum-Guard EPS Fiberglass Facer (FGF)
(non-HVHZ only) with fiberglass facer, Adhered boards shall
be a maximum 4-ft x 4-ft
Duro-Guard XPS Fan Fold
Min. 0.5-inch thick, Extruded polystyrene (XPS) with polymeric
facer, Adhered boards shall be a maximum 4-H x 4-ft
Duro-Last Duro-Guard ISO II -A
Duro-Last Duro-Guard ISO II-G
Dum-Last Duro-Guard ISO II-H
Min. 0.5inch thick, Min. 20 psi polyisocyanurate board with
Duro-Last Duro-Guard ISO III -A
various facers; Adhered boards shall be a maximum 4-ft x 4-ft
Duro-Last Duro-Guard ISO III-H
Duro-Last Duro-Guard ISO IV -A
Duro-Last Duro-Guard ISO Foil
Duro-Last Duro-Guard ISO HD
Min. 24nch thick composite polyisocyanurate board; Adhered
Composite
boards shall be a maximum 4-ft x 4-ft
Insulation — coma
Duro-Last Dum-Guard ISO HD -A
Min. 0.54nch thick; Min. 90 psi polyisocyanurate board with
Duro-Last Duro-Guard ISO HD-G
coated fiberglass facers; Adhered boards shall be a maximum
4-ft x 4-ft
Duro-Last Duro-Guard ISO HD-H
Georgia-Pacific DensDeck, Dens Deck
Prime
Min. 0.254nch thick gypsum roof board with fiberglass facer;
Min. 0.254nch thick; Min. 150 psi polyisocyanurate with coated
JM Invinsa Roof Board
fiberglass facers; Adhered boards shall be a maximum 4-ftx 4-
ft
Min. 0.54nch ASTM C 578 Type IX (HVHZ) or Type 11 (non-
Insulfoam R Tech Fan Fold
HVHZ) Expanded Polystyrene with polymeric facers; Adhered
boards shall be a maximum 4 ft x 4 it
USG SECUROCK Gypsum -Fiber Roof
Min. 0.254nch thick gypsum roof board with fiber
Board
reinforcement;
Olybond Classic
Applied in 314 to 1-inch wide ribbons
Dum-Grip CR-20 Adhesive
Apply in 3/4 to 1-inch wide ribbons
Insulation Adhesive
Du -Grip Insta Stik
Apply in 3/4 to 1-inch wide ribbons
Duro-Grip OlyBond 500
Apply in 314 to 1-inch wide ribbons
Duro-Grip WeatherTde One Step
Apply in 112 to 3/44nch wide ribbons
Dum-Fleece CR-20 Membrane Adhesive
Fleeceback products only; Apply in "splatter pattern' at a rate
of 8 Ibs/100-ft
Duro-Fleece Membrane Adhesive
Fleeceback products only; Apply in 3/44nch wide ribbons
Barebacked products only; Fully adhere at a combined rate 60-
Duro-Last SB IV Adhesive
fl/gal (Apply 120-ft /gal to both membrane and substrate).
Membrane Adhesive
Coverage will vary depending on porosity of substrate.
Fleece backed membranes: Fully adhere at a rate of 100-0gal
to substrate only. Coverage will vary depending on porosity of
Duro-Last WB II Adhesive
substrate.
Barebacked membranes: Fully adhere at a rate of 140-fe/gal to
substrate only. Coverage will vary depending on porosity of
substrate.
DLR12001.11 FL#16039-R11 Page 2 of 7
This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shag notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
.CREEK
TECHNICAL SERVICES, LLC
Duro-Last Roofing, Inc.
PVC Single -Ply Roofing Membranes
APPENDIX A
Component -`
Product' °
..Installation Detail.,. .. f. .. _..
Min. &inch tab with min. 1.5-inch welded lap seam for adhered
Duro-Last Membrane
and induction welded systems; Side -laps shall be installed
parallel to the direction of the wood trusses for mechanically
attached systems over wood decks; Side -laps shall be installed
perpendicular to the direction of the steel deck ribs for
Duro-Fleece Plus Membrane
mechanically attached systems over steel deck; For in4ap
attachment, the center of the plate shall be 1 1/4minch from the
Single -Ply
-
tab edge.
Membrane
Min. 44nch lap for mechanically fastened systems and min. 3-
Duro-Tuff Membrane
inch lap for adhered systems with min. 1.5-inch welded lap
seam; Side -laps shall be installed parallel to the direction of the
wood trusses for mechanically attached systems over wood
decks; Side -laps shall be installed perpendicular to the
Duro-Fleece Membrane
direction of the steel deck ribs for mechanically attached
systems over steel deck.
For mechanically fastened systems; Min. 44nch end lap; Min.
Thermal Barrier
GAF Versashield Solo
2-inch side lap; Shall be laid perpendicular to the direction of
membrane
Vapor Barrier
Dun -Last Vapor Barrier
Self -adhered to substrate with optional ELASTOCOL STICK
primer
Duro-Last Fascia Bar
Duro-Last Fascia Bar Cover
Duro-Last Fascia
Dum-Last Snap Coping
Dunn Last 2-Piece Metal'r-Edge°
Edge Systems
Designed by others and installed in accordance with Duro-
Last's current, published installation instructions.
Duro-Last Drip Edge
Duro-Last 2-Piece Compression Edge
Duro-Last Vinyl Coated Metal
Duro-Last Gravel Stop
Duro-Last Versaterm Edge
Celoore S-1
Deck is treated by applying a continuous film with a broom
prior to placement of the Celoore lightweight concrete
Cellular Lightweight
Celoore MF with HS Rheology Admixture
Installed over min. 22 ga., 0.5% vented, B-Deck; Slurry coat
min. 1/8-inch thick; 1-inch thick EPS board (1 Ibs/R); Min. 2-
inch thick top coat; Celcore PVA curing compound applied at
Concrete
rate of 300 ft / al
Elastizell with Zell -Crete Fibers
Slu; coat min. 1/4-inch thick; Min. 1-inch thick EPS board (1
Cellular Lightweight Concrete
Ibs/@Min. 2-Inch top coat;
DLR12001.11 FL#16039-R11 Page 3 of 7
This evaluation report is provided for State of Florida product approval under Rule 61G203. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
.CREEK
TECHNICAL SERVICES, LLC
Duro-Last Roofing, Inc.
PVC Single -Ply Roofing Membranes
APPENDIX B
Mechanically Fastened Assemblles over Wood Deck New, Existing, or Recover)
System
Deck Detail
Thermal
Insulation
Insulation
Membrane
Membrane Attachment
MDP
No.
Barrier
Attachment
s
Min. 0.5-inch
Preliminadly
Duro-Last #15 Extra Heavy Duty Drill Point Fastener and
-30
(Lim.
W-M-1
T75132, L24, 0.113-6/6
As required
Approved
secured
DT
Duro-Last Poly -Plates or Cleat Plates fastened
-
Non -
Insulation
Insulation
6-inch o.c. within 6-inch wide laps spaced 54-Inch o.c
HV
0.5-inch
Preliminarily
Duro-Last #15 Extra Heavy Duty Drill Point Fastener and
-m.
(Lim.-
W-M-2
T15132, L24, 0.113-&6
As required
Approved
secured
DL
Duro-Last Poly -Plates or Cleat Plates fastened
Non -
Insulation
6-Inch o.c. within 3-inch wide tabs spaced 60-Inch o.c.
OPTIONAL
Preliminadly
Duro-Last#14 HD Fastener and
J7.5
(Um.
W-M-3
T19/32, L24, 0.113-616
As required
Approved
secured
DL
Duro-Last Cleat Plates or Poly -Plates fastened
Insulation
6-inch o.c. within 64nch vide tabs spaced 1204nch o.c.
KNon-
Approved
Preliminarily
Duro-Last #15 Extra Heavy Duty Drill Point Fastener
-45
W-M-4
T19132, L32, 0. 113-&6
As required
Insulation
secured
DT
and Duro-Last Poly -Plates fastened
(Um. 7)
12-inch o.c. within 6-Inch wide laps spaced 54-Inch o.c
Min. 0.5dnch
Duro-Last #15 Extra Heavy Duty Drill Point Fastener and
W-M-S
T79i32, L24, 0.113-6/6
As required
Approved
Preliminarily
secured
DT
Duro-Last Poly -Plates or Cleat Plates fastened
6-inch o.c. within 6-inch wide laps spaced 1144nch o.c.;
-45
(Um. 7)
Insulation
fastener centered 2-inches from edge of tab
Approved
Preliminarily
Duro-Last #15 Extra Heavy Duty Drill Point Fastener
-52.5
W-M-6
T19/32, L32, 0.113-616
As required
Insulation
secured
DT
and Duro-Last Poly -Plates fastened 6-Inch o.c.
(Um. 7)
within 6-inch wide laps spaced 114-Inch o.c
OPTIONAL
Duro-Last #14 HO Fastener and
W-M-7
T79/32, L24, Hex-12/72
As required
Preliminarily
DL
Dum-Last Cleat Plates or Poly -Plates fastened 64nch o.c.
-52.5
Insulation
secured
Into wood truss within 64nch wide tabs spaced 120-Inch o.c.
(Um. 7)
Min. 2.5-inch penetration Into wood truss)
Min. 0.5-inch
Preliminadly
Duro-Last #15 Extra Heavy Duty Drill Point Fastener and
-52.5
W-M-8
T19132, L24, 0.113-&6
As required
Approved
secured
DL
Duro-Last Cleat Plates or Poly -Plates fastened
(Lim. 7)
Insulation
64nch o.c. within 34nch wide tabs spaced 60-Inch O.C.
Min. 1.5-inch
Duro-Last #15 Extra Heavy Duty Drill Point Fastener
W-M-9
T19/32, L24, 8d-6/6
As required
Approved
Preliminarily
secured
DL
and Duro-Last Cleat Plates fastened S-Inch o.c.
within 6-inch wide tabs spaced 574nch o.c.
52.5
(IJm. 7)
Insulation
Screws located 2.7-inches from tab edge
Min. 1.5•inch
Duro-Last #14 HD Fastener and
W-M-10
T19132, L24, 8d-616
As required
Approved
Preliminarily
DL
Duro-Last 3-Inch Metal Plates fastened 64nch o.c.
-52.5
Insulation
secured
within center of 6-inch wide tabs spaced 574nch o.c.
(Um. 7)
Tab Sealer 4725 applied at 60 ft2/ at.
Min. 0.5-inch
Preliminarily
Duro-Last #15 Extra Heavy Duty Drill Point Fastener and
-60
W-M-11
T79132, L24, 0. f 13-6/6
As required
Approved
secured
OL
Duro-Last Cleat Plates or Poly -Plates fastened 6-Inch o.c.
Lim.
(Um. 7)
Insulation
within 6-inch wide tabs spaced 120-Inch o.c.
DLR12001.11
quality assurance changes throughout the duration for which
product attributes that are not specifically addressed herein.
FL#16039-1111
report Is valid. This evaluation report does not express nor Imply warranty,
Page 28 of 29
C of any product changes or
recommended use, or other