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Product Approval Menu>Product or ADDlication Search>Application List>Application Detail
FL# FL17022-R3
_ I
Application Type Revision �I
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Code Version 2014
Application Status Approved
Comments I
Archived ❑ r 1
Product Manufacturer Extreme Metal Fabricators LLC.
Address/Phone/Email 2160 SW Poma Drive 1
Palm City,FL 34990 �I
(772)872-8034.
tara@extrememetalfabricators.com
Authorized Signature' James Buckner
jimmy@cbuckinc.net
Technical Representative Tara Faulkner
Address/Phone/Email 2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
tara@extrememetalfabricators.com
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Quality Assurance Representative
Address/Phone/Email
II
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
El Evaluation Report-Hardcopy Re leived
e.
Florida Engineer or Architect Name who developed James L. Buckner, P.E.@ CBUCK,Inc.
the Evaluation Report
Florida License PE-31242
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 04/22/2024
Validated By Steven M.Urich,PE I
0 Validation Checklist-Hardcopy Received
Certificate of Independence FL17022 R3 COI CertOfIndeo.Ddf
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Referenced Standard and Year(of Standard) Standard Year
TAS 125 �' 2003
UL 1897 2004
UL 580 2006
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Equivalence of Product Standards
Certified By
Sections from the Code
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http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv,aBQpHpQQ... 2/11/2016
Florida Building Code Online Page 2 of 3
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Product Approval Method Method 1 Option D !;
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Date Submitted 12/18/2015 '
Date Validated 12/18/2015
Date Pending FBC Approval 12/18/2015 !
Date Approved 02/10/2016
Summary of Products
FL# Model,Number or Name Description I'
17022.1 (1)5-V Crimp 26 Gauge Steel,Lapped Roof Panel,;Mechanically Attached to Wood
Deck. !
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R3 II 1 5VCrimo 26oa WoodDeck EVALREPORT.ndf
Approved for use outside HVHZ:Yes Verified By: James L. Buckner, P.E.I @ CBUCK,Inc.P.E. #31242
Impact Resistant:No Created by Independent Third Party:,Yes
Design Pressure: +N/A/-101 Evaluation Reports II '
Other:Refer to evaluation report for conditions FL17022 R3 AE 1 5VCrimi) 26oaWoodDeck EVALREPORT.Odf
and limitations of use. Refer to manufacturer's Created by Independent Third Party; Yes
installation instructions as a supplemental guide for
attachment.
17022.2 (2)5-V Crimp 0.032"Aluminum,Lapped Roof Panel,Mechanically Attached to Wood
Deck. ! !
Limits of Use Installation Instruction's
Approved for use in HVHZ:No FL17022 R3 II 2 5VCrTS1j) 032A1um WoodDeck EVALREPORT.odf
Approved for use outside HVHZ:Yes Verified By: James L. Buckner,P.E:'@ CBUCK,Inc. P.E. #31242
Impact Resistant:No Created by IndependentlThird Party:Yes
Design Pressure: +N/A/-168.5 Evaluation Reports
1 1
Other:Refer to evaluation report for conditions FL17022 R3 AE 2 SVCrimo 03 Al m WoodDeck EVALREPORT.odf
and limitations of use. Refer to manufacturer's Created by Independent Third Party:.Yes
installation instructions as a supplemental guide for
attachment.
17022.3 (3) 1.5"Mechanical Seam 2"Rib Height, 16"Wide,24 Gauge Steel Roof Panel Mechanically
Attached to Wood Deck.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R3 II 3 1.5
Approved for use outside HVHZ:Yes MechSeam 24oa WoodDeck EVAL IEPORT.odf
Impact Resistant:No Verified By:James L. Buckner,P.E.i@ CBUCK,Inc. P.E. #31242
Design Pressure: +N/A/-191 Created by IndependentlThird Party:Yes
Other: Refer to evaluation report for conditions Evaluation Reports
and limitations of use.Refer to manufacturer's FL17022 R3 AE 3 1.5 1I
installation instructions as a supplemental guide for MechSeam 24oa WoodDeck EVALREPORT.odf
attachment. Created by IndependentlThird Party:Yes
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17022.4 (4) 1.5"Mechanical Seam 2"Rib Height, 16"Wide,10.032"Aluminum Roof Panel Mechanically
Attached to Wood Deck.I!
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R3 II 4 1.5 I'
Approved for use outside HVHZ:Yes MechSeam 032A1— WoodDeck EVALREPORT.odf
Impact Resistant:No Verified By:James L. Buckner,P.EJ @ CBUCK,Inc.P.E. #31242
Design Pressure: +N/A/-191 Created by Independent!Third Party: Yes
Other: Refer to evaluation report for conditions Evaluation Reports i
and limitations of use. Refer to manufacturer's FL17022 R3 AE 4 1.5
installation instructions as a supplemental guide for MechSeam 032Alum WoodDeck EVALREPORT.odf
attachment. Created by Independent Third Party:Yes
n
17022.5 (5) 1"Nail Strip 1"Rib Height, 16"Wide,26 Gaugq Steel Roof Panel Mechanically
Attached to Wood Deck.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R3 II 5 INailStrio 26g'a-WoodDeck EVALREPORT.odf
Approved for use outside HVHZ:Yes Verified By: James L.Buckner,P.E1 @ CBUCK,Inc. P.E. #31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure: +N/A/-97.25 Evaluation Reports 11
Other: Refer to evaluation report for conditions FL17022 R3 AE 5 1NailStrii) 26,a WoodDeck EVALREPORT.pdf
and limitations of use. Refer to manufacturer's Created by Independent Third Pa : Yes
installation instructions as a supplemental guide for l
attachment.
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17022.6 (6) 1"Nail Strip 1"Rib Height, 16"Wide0.032"Aluminum Roof Panel Mechanically
Attached to Wood Deck.li
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htty://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 2/11/2016
CBUCK Engineering
ON
SpOcialftj Strui=tural E=nQInE=L=rInQ CBUCKInc.(Certificate of Authorization#8064
Evaluation .Report ji
"5-V Crimp" it ;i
Metal Roof Assembly
Manufacturer.
Extreme. Metal Fabricators, LLC.
2160SW'Poma Drive
Palm City, FL 34990 II
(772) 872-8034
for
Florida ProdUCt.Approval
# FL 17022.1. R.3
Florida Building Code 5th Edition (2014,),"
Per Rule 61G.20-3
Method: 1 - D
Category: Roofing 1�
J,
Sub - Category: Metal Roo,fing
Crimp ri
5-V C
Product: flm �Roof P el
Material: Steel
Panel Thickness: 26 gauge
Panel Width- 24"
Support: Wood Deck
.
Digitally signed by James L Buckner,P.E.
Electronically signed and sealed documents
shall comply with the provisions of FAC Rule
i. 61G15-23.
Prepared by: L SUC
James L. Buckner, P..E., SEC13
Florida Professional Engineer#31242
No$1242
Florida Evaluation ANE ID: 1916
m7
Project Manager:Youry Demosthenes70 IU
711
Z:
Report No. 15-217-5V-S6W-ER 0 %• STATE,OF
(Revises 15-176-5V-56W-ER)
Date: 12/18 15 /ON AX. -'
Contents:
Evaluation Report Pages 1—7
2015.12.1.810:53:51 -05'00'
CBUCK,.Inc.,Palm Beach County,Florida
Phone:(561)491-9927-Email:rcbuck@cbuckinc.net-Website:wwwl cbuckinc.net
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OL#: FL 17022.1 R3
`Date: 12/18/15
C UC &.r1 In ring ,Report No.: 15-217-5V-S6W-ER
�. `' ' Page 2 of 7
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Speclalfiy Structural Englneerinq
CRICK,Inc.,Certificate of Authorization#8064
Manufacturer: Extreme Metal Fabricators, LLC.
Product Name: S-V Crimp
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Product Category: Roofing
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Product Sub-Category Metal Roofing
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Compliance Method: State Product Approval.Rule 61G20-3.005 (1)(d)
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Product/System 5-V Crimp Roof Panel, 26 gauge steel, 24"!,wide panel mechanically attached to
Description: Wood Deck with screws.
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Product Assembly as Refer to Page 4 of this report for product assembly components/materials &
Evaluated: standards: j
1, Roof Panel
:2. Fasteners
3. Underlayme.nt
4. Insulation Board(Optional)
Support: Type: �I
Wood Deck
(Design of support and its attachment to support flaming is outside the scope of
this evaluation.)
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Description:
• 15/32"or greater plywood,
• or Wood plank(min.specific gravity of 0.42)
Slope: Minimum slope shall be in compliance with FBO(Chapter 15 Section 1507.4.2,
applicable code sections and in accordance with manufacturer's
,recommendations..
Performance: Wind Uplift Resistance:
• Design Uplift Pressure (ASD): Refer to Table Al
(Refer to"Table A" attachment details herein)
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II I'FL#: FL 17022.1 R3
I' Date: 12/18/15
r-� er l Report No.: 15-27.7-5V-S6W-ER
C UK n t
1 Page 3 of 7
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Specialty Structural Encgllneerinq
(BUCK,Inc.Certif tate of Authorization 118064
Performance The product described herein has demonstrated compliance with:
Standards: • UL580-06—Test for Uplift Resistance of Roof Assemblies
• UL.1897-04 Uplift test for roof coverin ',systems
• TAS 125-03—Standard Requirements for-Metal Roofing Systems
Code Compliance: The product described.herein has demonstrated co: plia.nce with Florida Building
Code 5th Edition (2014),Section 1504.3.2.
Evaluation Report. This product evaluation is limited, to compliance with the structural requirements
Scope: of the Florida Building Code, as related to':the scope section to Florida. Product
.Approval Rule 61G20-3.001.
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Limitations and • Scope of"Limitations and Conditions of Use"for this.evaluation:
Conditions of Use: This evaluation report for "O.ptiopal Statewide, Approval' contains technical
documentation,. specifications .and installation .method(s) which include:
"Limitations and Conditions of Use" thcioughout the report in accordance with
Rule .61620-3.005. Per Rule 611320-3.004, the Florida Building Commission is
the authority to approve products unde1r"Optiolnal Statewide Approval'..
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• Option for application outside"Limitations and Conditions of Use"
Rule 61620-3.005(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.
• 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. j
• This evaluation report does-not evaluate the use of this product for use in the
High Velocity Hurricane Zone code section. (Do; e.&Broward Counties)
Quality Assurance: The manufacturer has demonstrated -co'm' pliance- 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).
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�'FL#: FL 17022.1 R3
Date: 12/18/15
CEBUCK &n lneerl IIS q Repo
rt No.:4 of 77-5V-S6W-ER
�
MUCK Inc Certificdte.of Authorization#8064
Specialty Strucfiural Engtneerinq
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Components/Materials Roof Panel: 5-V Crimp
(by Manufacturer): Material: Steel
Thickness: 26 gauge (Min!)
Panel Widths: 24" (max.)Coverage
Rib Height:. 5/8"
Yield Strength: 40 ksi min.
Corrosion Resistance: Per FBC Section 1507.41.3
Fastener:
FASTENER 1 Used forAttachr entMethod 1
Type: Hex Washer Heard Wood;Screw
Size: #9 x 1-1/2" (min!!)
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per ANSI/ASME B28.6.1
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FASTENER 2 Used for Attachment Method 2,3 &4
Type: Hex Washer Heaid Wood!Screw
Size: #10 x 1-1/2" (min.)
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per ANSI/ASME B18.6.1'1
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Components&Materials: Underlayrn
(by Others) Material and application shall be in compliance with FBC Section 1507.4.5.1 and
1507.4.5.2, applicable codes and in accordance withmanufacturer's
recommendations.
'Insulation(Optional):
Type: Rigid lnsulatio I'Board
Thickness: 3"(max.)
Properties: u
Density: 2.25 pcf.(Ibs/ft3) min.
Or Compressive Strength: 20 psi min.
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Insulation Notes:
1
• Rigid Insulation shall meet minimum.density OR compressive strength.
• Insulation shall comply with FBC Section�j1508.When insulation is incorporated,
fastener length shall,conform to penetrate thru"bottom of support a minimum
of 3/16".
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ii FL#: FL 17022.1 R3
Date: 12/18/ 15
CBUCK an- eel. I Page Report No.:5 -2177-5V-S6W-ER
C
CBUCK lnc'Certificate of Authorization#8064
Spedalty Structural Engtlneprlinq i -
Installation: Installation Method: I
(Refer to"TABLE A"tbelow and drawings.atthe.end of this evaluation report:)
■ Fastener Spacing:, -Refer to"TABLE All Below
(attached to the tops of the V's for a total of 3 screws across the width of the
panel.)
Row Spacing: Refer to'TABLE A" Below!
(along the length of the.panel)
■ Minimum fastener penetration thru bottom of s.�pport,3/16".
■ For panel construction at the end of panels, refer to manufacturer's
instructions and any site specific design.
TABLE"A",
ALLOWABLE LOADS
ia
METHOD 1: METHOD 2: METHOD 3: METHOD 4:
Design Pressure(ASD)*: .86 PSF -93.5 PSF -101 PSF -228 PSF
Row Spacing. 16".o.1c. 16"ox. 8"o.c. 6"o.c.
Fastener Spacing(across.panel width): 12"o c. 12I".o.c. . 12"o.c. 12"o.c.
Fastener Size: 1 #9 ; #10 #10 #10
*Allowable design pressure(s),for allowable.stress design(ASD)with a margin of safety of 2 to 1.
Install the 5-V Crimp roof panel assembly in compliance with the installation
method listed in this report and applicable,code sections of FBC 5th Edition (2014).
The installation method described herein is in accordance with the scope of this
evaluation report. Refer to man.ufacturer's installation instructions as a
supplemental guide.for attachment. !
Referenced Data: 1. UL 580-06 & UL 1897-04—Uplift Test
By Architectural Testing,.Inc.-West Palm Beach,,FL
(FBC Organization.#TST ID.: 1527)
Report No. D5893.01-450-18, Date: 05/02/14
Report.No.; F3366.01-450-18, Date: 121:/18/15
2. TAS 125—Uplift Test
By Architectural Testing, Inc.-West Palm Beach;F.L
(FBC.Organization.#TST ID: 1527)
Report No.: D5893.02-450-18, Date: 0711/22/14.
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.3. Quality Assurance
Keystone Certifications, Inc.(FBC Organization ID#QUA 1824)
Extreme Metal Fabricators,Inc. Licensee#974'`
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4. Certification of Independence
By James L. Buckner., P.E...@ CBUCK Engineering)
(FBC Organization #ANE 1916)
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°FL#: FL 17022.1 R3
Date: 12./18/15
;Re,port No.: 15-217-5V-S6W-ER
C C n inerlIrl 1� f Page 6-of 7
N.
Specialty Structural EncginePrino
CBUCK,Inc.Certificate of Authorization#8064
Installation Method
Extreme Metal Fabricators, LLC.
5-V Crimp (26 gauge Steel) Roof Panel. attached to Wood Deck
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Drawings:
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24" Maximum Net Coverage
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5/8 "
T it i
Panel Profile I�
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Nominal 12'ac. Nomnal tri oa
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Fashms
_ II
#8 x Tur Mn. or #f 0 x 1='UZ" Mln.per Table W
hbx VYa6tler Flead ISa+sw
Panel oae* :1Z'as -a"M he.Panel Width
Rslar to Table W"or Spaeth Panel LOVM
L�
Deck
- 15132 a Cheater Pfyrhood.''or
Wood Plank �, f
,I
Typical Assembly Profile Vie ',
(Typical Fastening Pattern Accross Width Interior)
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II i; FL#: FL 17022.1 R3
Date: 12/18/15
p ' e� ;I Report No.: 15-217-5V-S6W-ER
�� ���" erQ�I
C � ;Page 7 of 7
SpL=Clalty Stru—Lural Engtneerinq CBUCK,Ine,l Certifrcate.of Authorization 118064
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Installation Method I.
Extreme Metal Fabricators, LLC. i.
5-V Crimp (26 gauge Steel) Roof Panel attached to,Wood Deck
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Fasteners-
#9 x 1-1/2"Min. or
#10 x 1-1/2"Min. per Table"A" 5-V Crimp Roof Panel
Hex Washer Head Wood Screws
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Deck:
15/32"or greater Plywood,or
-Wood plank
Typical Roof Assembly �!
Isometric View
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(Optional) Rigid Insulation Board per Page 4 of this report
TABLE'W
ALLOWABLE LOADS
METHOD 1: METHOD 2: METHOD 3: METHOD 4:-
Design Pressure(ASD.)*: -86 PSF -93.5 PSF -101 PS.F -228 PSF
Row Spacing: 16"O.C. 16."O.C. 8."o.;' 6"o.c.
Fastener Spacing(across panel width): 12"o.c. 12"o.c. 12"0.c. 12"o.c.
Fastener Size: #9 #10 #10 #10
*Allowable design pressure(s)for allowable stress design(ASO)with.a margin of safety of 2 to 1.
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' Florida Building Code Online Page 1 of 2
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Florida Depatrnentof SCIS Home I Log In User Registration Hot Topics i Submit Surcharge Stats&Facts ; Publications i FBC Staff i SCIS Site Map ' Links Search
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Regulation
Product Approval Menu>Product or Apolication Search>Application List>Application Detail r—
FL# FL11602-R3
Application Type Revision !' `®
Code Version 2014 !i P ` c
Application Status Approved
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Comments
Archived ❑ j
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Product Manufacturer InterWrap,Inc.
Address/Phone/Email 32923 Mission Way I,
Mission, NON-US 00000
(551)574-2939
mtupas@interwrap.com
Authorized Signature Eduardo Lozano
elozano@interwrap.com
Technical Representative Eduardo Lozano
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Address/Phone/Email 32923 Mission Way
Mission,NON-US 00000
(778)945-2891
elozano@interwrap.com
Quality Assurance Representative
Address/Phone/Email
I
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Category Roofing
Subcategory Underlayments !
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Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity Intertek Testing Services INA Inc.-ETL/Warnock Hersey
Quality Assurance Contract Expiration Date 11/19/2016 i
Validated By John W.Knezevich,PE
8 Validation Checklist-jHardcopy Received
Certificate of Independence FL11602 R3 COI 2015 01 COI Nieminen.odf
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Referenced Standard and Year(of Standard) h
Equivalence of Product Standards
Certified By
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Sections from the Code i
1507.2.3
1507.2.4
1507.2.8
1507.2.9.2
1507.3.3
1507.4.5.1
�I id
Florida Building Code Online Page 2 of 2
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1507.4.5.2
1507.5.3
1507.7.3
1507.8.3
1507.9.3
1523.6.5.2.1
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Product Approval Method Method 2 Option B
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Date Submitted 05/01/2015
Date Validated 05/01/2015 4,1„
Date Pending FBC Approval 05/10/2015
Date Approved 06/22/2015
II
Summary of Products
II
FL# Model,Number or Name Description it
11602.1 Titanium Roof Underlayments Synthetic sheet hype roof underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11602 R3 102015 05:FINAL ER INTERWRAP FL11602-
Approved for use outside HVHZ:Yes R3.Ddf li 41
Impact Resistant:N/A Verified'By: Robert Nieminen PE-59166
Design Pressure: +N/A/-45 Created by Independent Third Party:Yes
Other: 1.)The design pressure noted herein pertains to Evaluation Reports i I
use of a specific underlayment system beneath foam-on tile FL11602 R3 AE 2015 OSI FINAL ER INTERWRAP F1_11602-
sytsems.Refer to ER Section 5.6.3 for details.2.)Refer to R3.Ddf I. ;II'
ER Sections 5 and 6 for other Limits of Use. Created by Independent Tliird Party:Yes
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Back N—
Contact Us::1940 North Monroe Street.Tallahassee FL 32399Phone:850-487-1824
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The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in responseto a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,1'F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made mailable to the pIublic.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts: I
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EXTERIOR RESEARCH&DESIGN,LLC.
lCertificate of Authorization 119503
353 CHRISTIAN STREET, UNIT#13
QOTP,..INITY(ERD I, OXFORD,
CT 06478
PHONE:(203)262-9245
II FAX:(203)262-9243
EVALUATION REPORT �I,
Interwrap,Inc. �i Evaluation Report 111980.11.08-R3
32923 Mission Way FL11602-113
Mission,BC V2V-6E4 Date of Issuance: 11/03/2008
Canada Revision 3:05/01/2015
I I,.
SCOPE: I,
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules) and reg'ulation's 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 51h Edition(2014) Florida Buildiing Code sections noted herein.
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DESCRIPTION: Titaniumm Roof Underlayments r'
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named produ'ct(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate toithe product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the
referenced Quality Assurance documentation changes. TrinityJERD 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 "TrinitylJERD 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 6.
Prepared by:
��'�F'•=^ ��+•r.� The facsimile selal appearing was authorized by Robert Nieminen,
Robert J.M.Nieminen,P.E. ;'yy;Ji� ��c Baa "I.E.onoS/01/2015.This does not serve as an electronically signed
Florida Registration No.59166 Florida DCA ANE1983 document.Signed,sealed hardcopies have been transmitted to the
loduct Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. .Trinity)ERD 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. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distlibuting pr`,',`I duds 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 ire any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. arel'I in any wl'y,the besigner of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for iiarmittingl,or design guidance unless retained
specifically for that purpose.
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QITRINITY I ERD
ROOFING COMPONENT EVALUATION:
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1. SCOPE:
Product Category: Roofing i
Sub-Category: Underlayment
Compliance Statement: Titanium*" Roof Underlayments, as produced by Interwrap, Inc., haIVIe demonstrated compliance with
the intent of the following sections of the Florida Building Code through testingj;in accordance with applicable sections the
following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein.
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2. STANDARDS:
Section Prope Standard Year
1507.2.3,1507.3.3,1507.5.3,1507.7.3, Unrolling,Breaking Strength,Pliability, ASTM D226 2006
T1507.8,1507.8.3,1507.9.3 Loss on Heating
i
1507.2.4,1507.2.8,1507.2.9.2, Thickness,Load-Strain,Adhesion,Thermal ASTM D1970 2009
1507.4.5.1,1507.4.5.2,1507.5.3, Stability,Flexibility,Tear,Permeance
1507.5.3.2,1507.7.3,1507.7.3.2
1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012
1523.6.5.2.1 Physical Properties(2-ply system) TAS 10311 1995
TAS 110 Accelerated Weathering TAS 110 2000
3. REFERENCES: {
Enti Examination Reference Date
ERD(TST6049) Physical Properties 115010.04.09 04/29/2009
ERD(TST6049) Physical Properties 115010.05.10 i 05/14/2010
ERD(TST6049) Physical Properties 135520.06.11 06/15/2011
ERD(TST6049) Wind Uplift 135520.08.11-1 08/12/2011
ITS(TST1509) Physical Properties 3146738COQ-003A 03/28/2008
ITS(TST1509) Physical Properties 3146738COQ-003B 03/28/2008
ITS(TST1509) Physical Properties 3126617COQ-005;4 10/31/2007
ITS(QUA1673) Quality Control ITS Listings Current
ITS(QUA1673) Quality Control Inspectilon Report I 11/19/2014
4. PRODUCT DESCRIPTION:
4.1 Self-Adhering Underlavments:
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 we ght 24 lbs/square.
4.2 Mechanically Fastened Underlavments: Ip
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 lbs/square.
4.2.2 Titanium'UDL-25 PLUS is a synthetic sheet-type underlayment comprised of a woven core coated on one side with a
polymer coating. Unit weight 2.9 lbs/square.
4.2.3 TitaniumTM UDL-30 is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 4.0 lbs/square.
4.2.4 Titanium— UDL-50 is a synthetic sheet-type underlayment comprised ofi a woven M'core coated on both sides with a
polymer coating. Unit weight 4.7 lbs/square.
i
4.2.5 Titanium— UDL-TT is a synthetic sheet-type underlayment comprised of a woven core coated on one side with a
polymer coating. Unit weight 2.9 lbs/square
4.2.6 Titanium— UDL-TF is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 2.9 lbs/square. !
4.2.7 UDL-TTMC300 is a synthetic sheet-type underlayment comprised of a woolen core coated on both sides with a polymer
coating. Unit weight 3.2 lbs/square.
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Exterior Research and Design,I.I.C. Evaluation Report 111980.11.08-R3
Certificate ofAuthoriration 89503 FL11602-R3
Revision 3:05/01/2015
Page 2 of 6
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QITRINITY ERD
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E are, in any way, the Designer of
Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
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 thI`product is specifically referenced
within FBC approval documents. If not listed,a request may be made to the AHJ for,approval based on this evaluation
combined with supporting data for the prepared roof covering.
I'
5.5 Allowable Roof Covers:
Table 1: Roof Cover Options!;
Asphalt Wood Shakes&
Underlayment Shingles Nail-On Tile Foam-On Tile Metal Shingles Slate
PSU-30 Yes Yes Yes Yes'i Yes Yes
(See 5.5.1) �
UDL-25 Yes No No Yes Yes Yes
Yes Yes
UDL-25 PLUS Yes (base layer in 2- (base layer in 2- Yes j Yes Yes
ply system) ply system)
Yes Yes
UDL-30 Yes (base layer in 2- (base layer in 2- Yes Yes Yes
ply system) ply system)
UDL-50 Yes No No Yes Yes Yes
UDL-TT Yes No No Yes'I Yes Yes
UDL-TF Yes No No Yes Yes Yes
`UDL-TTMC300 Yes No No Yes Yes Yes
Private Labeled .
5.5.1 "Foam-On Tile"is limited to use of 3M-2-Component Foam Roof Tile Adhesiive AH-160I
or Dow TILE BOND'"Roof Tile
Adhesive(FL717) applications unless tensile adhesion / long term aging data from an accredited testing laboratory is
provided.
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-25 PLUS,UDL-30(primed with D41 primer)or UDL-30(inverted).
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 Aprill 2012(04-12),Appendix A,Table 1A
or FBC 1609 for determination of design wind loads.
5.6.3.1 Maximum Design Pressure=-45 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional)ASTM D41
Underlayment: Titanium PSU-30,self-adhered
Exterior Research and Design,I.I.C. Evaluation Report 111980.11.08-R3
Certificate of Authorization#9503 I FL11602-R3
Revision 3:05/01/2015
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5.6.3.2 Maximum Design Pressure=-30 psf*.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Titanium UDL-25 PLUS or UDL-30(inverted)
Fasteners: Mechanically attached with 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: Titanium PSU 30,self-adhered
5.6.3.3 Maximum Design Pressure=-30 psf*.
i
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Titanium UDL-30(printed side up)
II nI i
Fasteners: Mechanically attached with 12 ga. annular ring shank;nails having not less than 20 rings per inch,
heads not less than 3/8 inch diameter and length suffcient 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: Titanium PSU 30,self-adhered
5.6.3.4 Maximum Design Pressure=-45 psf*. �! ;
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Titanium UDL-25 PLUS or UDL-30(inverted) I'
Fasteners: Mechanically attached with 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: Titanium PSU 30,self-adhered
5.6.3.5 Maximum Design Pressure=-45 psf*.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Titanium UDL-30(printed side up)
Fasteners: Mechanically attached with 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 toenetrate 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: Titanium PSU 30,self-adhered e
I
5.6.3.6 For mechanically attached base sheet in a 2-ply system,the maximum dsign pressure for the selected assembly shall
meet or exceed the Zone 1 design pressure determined in accordance with FRSA/TRI April 2012(04-12),Appendix A,
Table IA or FBC 1609. 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 RAS 117, FM LPDS 1-29 and ANSI/SPRI WD1.
Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.1.51 1(a)of'FM LPDS 1-29 for Zone 2/3
enhancements
5.7 Exposure Limitations:
Titanium UDL-25,UDL-25 PLUS,UDL-30,UDL-50,UDL-TT or UDL-TF shall not be left exposed for longer than 30-days.
I'
Titanium PSU-30 shall not be left exposed for longer than 90-days.
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UDL-TTMC300 not be left exposed for longer than 180-days.
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Exterior Research and Design,LLC. Evaluation Report 111980.11.08-R3
Certificate of Authorization#9503 i �! FL11602-113
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T TRINITY ERD
6. INSTALLATION:
6.1 Titanium Roof Underlayments shall be installed in accordance with Interwrap published installation requirements
subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep thIe substrate thoroughly to remove
any dust and debris prior to application,and prime the substrate(if applicable).
6.3 Titanium'"UDL-25,UDL-25 PLUS,UDL-30,UDL-50,UDL-TT,UDL-TF and(Private Labeled)UDL-TTMC300:
6.3.1 Install in compliance with manufacturer's published installation instructions and the requirements for ASTM D226,Type
I and II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed.
6.3.2 Fasteners:
I
Mechanical attachment of Titanium UDL 25, UDL-25 PLUS and UDL-30i 1 is limited to ring shank roofing nails with
minimum 1-inch diameter plastic caps. it
Mechanical attachment of UDL-50,UDL-TT,UDL-TF and(Private Labeled) UDL-TTMC300 is limited to ring shank roofing
nails with minimum 3/8-inch diameter heads; ring shank roofing nailswith minimum 1-inch diameter plastic caps;
screws and plates;or plastic cap staples.
6.3.3 Slopes of 4:12 or greater:
I.
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 I 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 h1. e eaves Place a full width sheet over the
starter,completely overlapping the starter course. Continue as noted 1n 6.3.3,but maintaining minimum 25-inch side
(horizontal)laps,resulting in a double-layer application.
6.4 Titanium—PSU-30:
— I I
6.4.1 Install in compliance with manufacturer's published installation instructions and the requirements for ASTM D1970
underlayments in FBC Sections 1507 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. 1.1
The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact Interwrap
for approved sealant or mastic types. {'
6.4.3 Direct-to-Deck with Adhesive-Set Tile Applications:
I
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table land Section 5.6.2 herein, using the
instructions noted above as a guideline. �I
Wait a minimum of 24 hours prior to loading roof tiles.Tiles shall be sta led so as to avoid slippage and/or damage to
the roof underlayment. i
I
The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact Interwrap
for approved sealant or mastic types.
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Exterior Research and Design,I.I.C. Evaluation Report 111980.11.08-R3
Certificate oJAut6orization p9503 � 1 i FL11602-R3
Revision 3:05/01/2015
Page 5 of 6
. ISI
,gyp
T- TRINITY ERD
hll!
6_5 Titanium 2-Ply System: �II�
6.5.1 The Titanium System consists of a base layer of Titanium UDL-PLUS for UDL-30 (top-surface primed or inverted)
mechanically attached to the wood roof deck followed by Titanium PSU-301 self-adh'red.
6.5.2 Non-Tile Applications: I,,f
Install Titanium UDL-25 PLUS or UDL-30 (top surface primed or inverted) in accordance with Sections 6.3-1 through
6.3.3 followed by Titanium PSU-30 in accordance with Section 6.4.
6.5.3 Tile Applications: i1'I
Reference is made to FRSA/TRI April 2012(04-12) Installation Manual and Table 1 hlerein, using the instructions noted
above as a guideline.
For mechanically fastened tile roofing,refer to Interwrap published installation instrgiuctions, but not less than FRSA/TRI
April 2012(04-12),Table 1.
if
For adhesive-set tile roofing,refer to Section 5.6.3 herein. !;
Wait a minimum of 24 hours prior to loading roof tiles. Tiles shall be staged so as to
the roof underlayment. avoid slippage and/or damage to
��I, -
li
The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact Interwrap
for approved sealant or mastic types.
7. BUILDING PERMIT REQUIREMENTS: I pi
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate^the installation of this product.
H. MANUFACTURING PLANTS: I I�¢
Contact the named CIA agency for information on production locations covered by F. C.Rule 611G20-3 CIA requirements.
9. QUALITY ASSURANCE ENTITY:
Intertek Testing Services NA Inc.-ETL/Warnock Hersey—QUA1673;(604)
520-3321
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-END OF EVALUATION REPORT- I h
ill
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Exterior Research and Design,I.I.C. Evaluation Report 111980.11.08-R3
Certificate of Authorization#9503 ii', FL11602-R3
dl Revision 3:05/01/2015
!I, . Page 6 of 6
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a g
Stingerworld j The leader in cap systems technology i ;i Pae 1 of 3
!4
II
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(STINGER NEWS>
! 1 C-T VMGER NW.V.and t1Pda4ttss
i
—owl
to sZe:ii[F�t'� .-C�7tiCi x st txt
HAMMER TACKERS>CAP HAMMERS>CAP STAPLERS>CAP NAILERS>CAPi FASTENERS>ROOFING NAILS
Cap fasteners are a recommended BEST PRACTICE installation by housewrap
a and roofing underlayment manufacturers like DuPont, Typar, Grace, and
`::5.�ts'�r �"i"5-, .,�� ,,;fit ...._ •: -
Titanium. Why?Because caps help seal li ut moisture that can penetrate sidewa II
and roofing fabrics. Caps provide besti r holding I ower than a nail or staph
alone and that means reduced blow-offs and lateral slippage! It also means
00
fewer fasteners are needed to get the jobi done.
i
• 3/8"StaplePac for use with STINGER CH3 i and CH38AI
of
�
Cap Hammers only
i
�$ + Each 2016 count STINGER 3/8"StaplePadindudes 12 6$count reels of full 1"plastic
collated caps and 24-84 count strips of A113/8"staples
e` (a $ • Each StaplePac will cover approximately 25 square C
518"Pneumatic StaplePac for use with STINGER CS58',Gap Stapler only
• Each 2000 count STINGER 5/8"StapiePa i includes 10 200 count plastic collated caps
and 20-100 count strips of 5/8"staples , `•
I
• Each StaplePac will cover approximately 25isquare
t
7/8"",1-1/4"&1-1/2"Pneumatic StaplePac flir use with t�TINGER CS150 Cap
Stapler&Crossfire Cap Stapler only
formerly Grassfire StaplePac
• = � .. Available in 7/8",1-1/4"and 1-1f2`g
" " auxa, • Each 2000 count STINGER StaplePac includes IO-200;count reels of fust i"plastic
collated caps and 20-100 count strips staples l'
+ Each StaplePac will cover approximately 25(square
i.r.rryrr..mer}ns^.r.er.rrrs7.�wTrsgr.'rLer,r.[r}.rsrrryrs.rswrap-..r.•.,.rrsrrr.er.sa•.r.ire.•.e.r.r.ria.r.r.+.•.r.e.e.,a.•aec:.•n.crrane.:.r...rrl.err.•rta.r.,.•.•.,ar.•.
1"Pneumatic NaiIPac for use with STINGER CNf 00 or l;
I
• Each 2000 count STINGER 1"NaiiPac includes to-2'104 muni reels of full V plastic
collated caps and 10-200 count coils of vyire collatl i"electro galvanized ring shank
Mi6�•, yt, nails
:' • Each NailPac will cover approximately 25 square III
oes Here j
Plasti-Tl and Round-TopO ProPacs forj use with Hitachi NV50AP3 and Plasti-
Tacker Plus®Cap Nailers only(Plasti-Tacker Pro'- for use with Plastic NailPac
and ProPac only) !'q
• Available In 7/8",1-1/4"and 2"lengths
'll
" • Each 2800 count NailPac or Pl includes 8-350 count reels of collated caps and 8-
350 count coils of wire collated,electro-gaivanized ring sfiank nails
w • Each NaiiPac or PmPac will cover approxi II tely 35 squar�'
ywr.
1-114"NailPac or RolPae for use with STINGER RT2 or RT3 Cap Naiters only
11
+ Each 3000 count NaiiPac includes 2-1500 count reel of 1"collated steel raps and
2-1500 count coils of wire collated,electro-galvanized ring shank nails
i v,