HomeMy WebLinkAboutEVALUATION REPORTi t
SCANNED
BY
St. Lucie County
QOTRINIW ERD
EVALUATION REPORT
Interwrap, Inc.
32923 Mission Way
Mission, BC V2V-6E4 Canada
(551) 574-2939
RECEIVED
I
JUN 2 8 20113 EERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
ST, Lucie County, Permitr- r!9 ' 353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
(203) 262-9245
Evaluation Report111980.11.08-R4
FL11602-R4
Date of issuance:11/03/2008
Revision 4:10/10/2017
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,The
P.E. for use of the product under the Florida Building Code and Florida Bu' Residential —
products described herein have. been evaluated for compliance with l5bt 6th Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: TitaniumM Roof Underlayments
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 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. if the product
changes or the referenced Quality Assurance documentation changes. Trinity) ERD 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 "Trinity IERD 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. CUCIE COttN B ING DIVISION
ST. LI NC
Prepared by: REVIEWED FOR CO
••'P�f =3.::,�,�:° REVIEW
0000
DATE 'T g KEPT ON ]OB
PLANS AND PERMIT NJILL BE MADE
OR NO INSPECTIONS)
SITE 1
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DC4ANE1983
The facsimile seal appearing was authorized by Robert
Nieminen, P.E. on 10/10/2017. This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. TrinitvlERD 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 distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither TrinitvlERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retai
specifically for that purpose. look T
d
f
ROOFING COMPONENT EVALUATION:
I. SCOPE:
Q,OTRINITYIERD \
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Titanium"" Roof Underlayments, as produced by Interwrap, Inc., have demonstrated
compliance with the intent of the following sections of the 6`s 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.
2. STANDARDS:
Section
1507.1.1, T1507.1.1
1507.1.1
1507.1.1, T1507.1.1,1507.2.9.2
1507.3.3
TAS 110
3. REFERENCES:
gaiibf
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ITS (TST1509)
ITS (TST1509)
ITS (TST1509)
ITS (TST1509)
PRI (TST5878)
PRI (TST5878)
PRI (TST5878)
PRI (TST5878)
ITS (QUA1673)
ITS (QUA1673)
PRODUCT DESCRIPTION:
Pronertv
Unrolling, Breaking Strength, Pliability
Tear Strength
Physical Properties
Physical Properties
Accelerated Weathering
Examination
Physical Properties
Physical Properties
Physical Properties
ASTM D226
Wind Uplift
ASTM D226
ASTM D226
Physical Properties
ASTM D226
ASTM D1970
ASTM D1970; Tear strength
ASTM D1970; Tear strength
ASTM D1970; Tear strength
Quality Control
Quality Control
Standard
ASTM D226
ASTM D1970
ASTM D1970
FRSA/TRI April 2012 (04-12)
TAS 110
Reference
115010.04.09
115010.05.10
135520.06.11
138010.08.11
135520.08.11-1
311801000Q-003
3130639COQ-002A
3126617C04005
101823107COQ-011
OCF-341-02-01
OCF-331-02-02
OCF-332-02-02
OCF-334-02-02
ITS Listings
Service Confirmation
Year
2009
2015
2615
2012
2000
Date
04/29/20Q9___.
05/14/2010
,.'06/15/2011
--08/11/2011
08/12/2011
04/26/2007
08/21/2007
10/31/2007
01/23/2015
09/20/2017
10/03/2017
10/03/2017
10/03/2017
Current
09/30/2017
4.1 Self-Adhering'Underlayments:
4.1.1 Titanium°"'PSU-30 is an unreinforced polymer modified bitumen.-mefeeial--adh'ered.to.fhe 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 (Exception).
4.2.2 Titanium'"' UDL-30 is a synthetic sheet -type underlayment comprised of a woven core coated on both sides
with a polymer coating. Unit weight 4.0 Ibs/square. Meets FBC 1507.1.1 (Exception).
4.2.3 TitaniumTm UDL-50 is a synthetic sheet -type underlayment comprised of a woven core coated on both sides
with a polymer coating. Unit weight 4.7 Ibs/square. Meets FBC 1507.1.1 (Exception).
rior Research and Design, I.I.C. Evaluation Report 111980.11.08-R4
state of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.11602-114
Titanium Roof Underlayments Revision 4:10/10/2017
Page 2 of 7
\,JTRINITYI ERD
LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire
ratings of this product.
5.4 Titanium'" Roof Underlayments may be used with any prepared roof cover where the product is
specifically referenced within FBC approval documents. If not listed, a request may be made to the
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.5 Allowable Roof Covers:
Table 1: Roof Cover Options
Asphalt
Wood Shakes
Underlayment
Shingles
Nail -On Tile
Foam -On Tile
Metal
& Shingles
Slate
Titanium PSU-30
Yes
(Silvassa, India)
Yes
Yes
(See 5.5.1)
Yes
Yes
Yes
Tltamum PSU 30
Yes
No
No
Yes:
Yes
Yes
(Brent ivbbq N,N)
-�
Titanium UDL-25
Yes
No
No '
Yes
Yes
Yes
Yes
Yes
Titanium UDL-30
Yes
(Base Sheet ln2-ply
(Base Sheet In 2-ply
Yes
Yes
Yes
system)
system)
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 1A: ALLOWABLE TILE ADHESIVE UNDERLAYMENT COMBINATIONS)
Adhesive
Florida Product Approval
Underlayments
Dow TileBondTM
FL22525
Titanium PSU-30 (Silvassa, India)
ICP Adhesives Polyset® AH-160
FL6332
Titanium PSU-30 (Silvassa, India)
5.6 Allowablee Substrates: Titanium,PSU-30:
5.6.1 9Dicect-13dfd•t6- Deck: {
➢ New` Untreated`plywood•
.➢.Ezisting untreated plywood,'prlmed 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.
Exterior Research and Design, I.I.C. Evaluation Report 111980.11.08-R4
Certificate of Authorization 89503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-114
Titanium Roof Underlayments Revision 4:10/10/2017
Page 3 of 7
C�o
TRINITY 1 ERD
5.6.3 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where
the underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment
systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications.
Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads,
and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has
already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for
determination of design wind loads.
#1 Maximum Design Pressure = -45 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: (Optional) ASTM D41
Underiayment: One or two plies, Titanium PSU-30 (Silvassa, India), self -adhered
#2 Maximum Design Pressure = -30 psf*:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Titanium UDL-30 (inverted)
Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch
diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch
with min. 32 ga., 1-5/8" diameter tin caps
Spacing: 6-inch o.c. at 4-inch wide side laps and 12-inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer required at all tin -caps.
Underlayment: One or two plies, Titanium PSU 30 (Silvassa, India), self -adhered
#3' Maximum Design Pressure = -30 psf*:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Titanium UDL-30 (printed side up)
Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch
diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch
with min. 32 ga., 1-5/8" diameter tin caps.
Spacing: 6-inch o.c. at 4-inch wide side laps and 12-inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer required over printed side of UDL-30.
Underlayment: One or two plies, Titanium PSU 30 (Silvassa, India), self -adhered
#4 Maximum Design Pressure = -45 psf*:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Titanium UDL-30 (inverted)
Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch
diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch
with min. 32 ga., 1-5/8" diameter tin caps
Spacing: 6-inch o.c. at 4-inch wide side laps and 8-inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer required at all tin -caps.
Underlayment: One or two plies, Titanium PSU 30 (Silvassa, India), self -adhered
#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
Exterior Research and Design, LLC. Evaluation Report 111980.11.08-R4
Certificate of Authorisation r19503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R4
Titanium Roof Underlayments Revision 4:10/10/2017
Page 4 of 7
TRINIIY (ERD
5.6.3.1 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 1A.
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 WD1, FM Loss Prevention Data Sheet 1-29 and Roofing
Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Titanium UDL-25, Titanium UDL-30 or Titanium UDL-50 shall not be left exposed for longer than 30-days.
Titanium PSU-30 (Silvassa, India) shall not be left exposed for longer than 90-days.
Titanium PSU-30 (Brentwood, NH) shall not be left exposed for longer than 30-days.
5.8 'Tile Slippage Limitations [per FRSA/TRI April 2012 (04-12)1:
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 FOR DIRECT -.DECK TILE INSTALLATIONS
Underlayment
Tile Profile
Staging Method
Maximum
Slope
Flat
Max. 10-tile stack
5:12
Titanium PSU-30 (Silvassa, India)
Lugged
Max. 10-tile stack
6:12
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 the substrate thoroughly to
remove any dust and debris prior to application, and prime the substrate (if applicable).
6.3 TitaniumTM' UDL-25, Titanium UDL-30 or Titanium UDL-50:
6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC
Table 1507.1.1 for the type of prepared roof covering to be installed, taking into account the wider sheet -
width for double -layer applications.
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.
6.3.3 Slopes of 4:12 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 D.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.
Exterior Research and Design, I.I.C. Evaluation Report 111980.11.08-R4
Certificate ofAuthorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R4
Titanium Roof Underlayments Revision 4:10/10/2017
Page 5 of 7
a
V I {�NIN ERD
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
1507.1.1 for the type of prepared roof covering to be installed.
6.4.2 Direct -to -Deck with Mechanically Fastened Roof Cover:
Cut manageable sections and re -roll with the release film side out.
Membrane Application:
➢ Peel back release film approximately 1 to 2 feet and align with the lower edge of the roof and set in
place, printed side up.
➢ Apply the balance of the membrane to the substrate by removing the film and firmly pressing the
membrane into place.
➢ Apply subsequent courses parallel to the eave in a shingle -type, water -shedding manner.
➢ End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum 3-inches.
➢ If the membrane becomes misaligned, cut the roll and re -start.
➢ Upon completion, inspect the membrane and repair any defects or fish -mouths.
The use of sealant or mastic at tile fastener penetrations is required for all the roofing installations. Contact
Interwrap for approved sealant or mastic types.
6.4.3 Tile Applications [Titanium PSU-30 (Silvassa, India) only]:
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 Interwrap published requirements for tile staging. Interwrap 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
Interwrap for approved sealant or mastic types.
6.5 Titanium2-Ply System:.
6.5.1 The Titanium 2-Ply System consists of base layer of Titanium UDL-30(top-surface primed or inverted)
mechanically attached to the wood roof deck followed by Titanium PSU-30 (Silvassa, India), self -adhered.
6.5.2 Non -Tile Applications:
Install Titanium UDL-30 (top surface primed or inverted) in accordance with Sections 6.3.1 through 6.3.3
followed by Titanium PSU-90 (Silvassa, 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 Interwrap published installation instructions, but not less
than the fastener density from FRSA/TRI April 2012 (04-12), Table 1.
For adhesive -set tile roofing, refer to Section 5.6.3 herein.
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to.the underlayment.
Refer to Table 2 herein, and Interwrap published requirements for tile staging. Interwrap 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
Interwrap for approved sealant or mastic types.
Exterior Research and Design, U.C. Evaluation Report 111980.11.08-R4
Certificate of Authorization #9Sa3 6T" EDITION (2017) F13C NON-HVHZ EVALUATION F1.11602-114
Titanium Roof Underlayments Revision 4: 10/10/2017
Page 6 of 7
I
I
rTRINITY � ERD
7. BUILDING PERMIT REQUIREMENTS:
l As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements.
The following plants have qualified products under their respective physical properties specifications.
Plant
SDecification
Product s
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 (Siivassa, 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 -
Exterior Research and Design, I.I.C. Evaluation Report 111980.11.08-R4
Certificate ofAuthori:ation #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-114
Titanium Roof Underlayments Revision 4:10/10/2017
Page 7 of 7
�,�x
Gulf
SUPPLY & MANUFACTURI
Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC.
Florida P a pproval #1 5
Florida Building Code 2017
61 G20-3
Method: 1 —D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61 G20-3.005(1)(d)
HVHZ
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30
Newberry, FL 32669 .`
Engineer Evaluator:
Dan Kuhn, P.E. #75519
Florida Evaluation ANE ID: 10743
Validator:
Locke Bowden, P.E. #49704
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report
� r
* • No. 7551,9 _ r
r
= STATE OF
:Q.
A,
;Fs •,GRID .•'�
G�
' I I I I I I +'' ` 10�05�201 j
AdOD 31I:j
i
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2, 1518.9, 1523.6.5.2.4.
Product Description:
GulfLokTM, 7/s" Nailstrip Roof Panel, 26 Ga. Steel, Maximum 16" Coverage, Roof
panel restrained with fasteners into minimum 15/32" plywood decking. Non
Structural application.
Panel Material/Standards:
Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2017 Section 1507.4.3.
Paint Finish Optional
Yield Strength: 80.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building
Code 2017, Section 1507.4.3.
Panel Dimension(s):
Thickness: 0.018" Minimum
Width: 16" Coverage Maximum
Female Rib: 7/a" Tall
Male Rib: 3/a" Tall Rib with Slotted Strip
Panel Seam: Snap Lock
Panel Clip:
24 Ga. Zinc Aluminum Coated Steel, 24" Long. Used at Corner Zones only,
where required design pressures exceed-121.75 psf.
Panel Fastener:
#10-12x1 " Pancake Type A
1/4" Minimum Penetration through Plywood.
Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4
Substrate Description:
Minimum 15/32" thick, APA Rated plywood over supports at maximum 24" O.C.
Design of plywood and plywood supports are outside the scope of this
evaluation. Must be designed in accordance w/ Florida Building Code 2017.
Design Uplift Pressures:
Table "A" Maximum Design Pressures
Maximum Design Pressures
-63.5 psf
-121.75 psf
-161 psf
Fastener Spacing
Sealant
No
Yes
No
Panel Clip
No
No '
{ tiI
Y,es '` "k`'
*Design Pressure includes a Safety Factor = 2.0.
FL# 11651.15 R3 • OCTOBER 5, 2017
IkIDA ...., . Gulfc>
SUPPLY & MANUFACTURING
ON
Code Compliance: The product described herein has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2, 1518.9, 1523.6.5.2.4.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2017, as relates to Rule 61 G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
• UL 580-06 - Test for Uplift Resistance of Roof Assemblies
• UL 1897-12 - Uplift Test for Roof Covering Systems.
Reference Data: 1. TAS 125-03: UL 580-94 / 1897-98 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TST 5328)
Report No. 117-0301T-10A-C, Dated 10/11/2010
2. TAS 125
Architectural Testing, Inc. (FBC Organization # TST 1527)
Report No. B9000.01-450-18, Dated 12/12/2012
3. TAS 100-95
Farabaugh Engineering & Testing, Inc. (FBC Organization # TST-1654)
Report No. T356-10, Dated 10/29/2010
4. TAS 110-00: Valspar Fluropon coated metal panel testing
A) ASTM G 26 by PRI Asphalt Technologies dated 01/19/2004
B) ASTM B 117 by PRI Asphalt Technologies dated 01/19/2004
5. Certificate of Independence
By Dan Kuhn, P.E. (FL# 75519) Q Kuhn Engineering, LLC
(FBC Organization # ANE ID: 10743)
Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard.
2. The UL 1897-98 test standard is equivalent to the UL 1897-12 test
standard.
3. ASTM G 26 is equivalent to ASTM G 155.
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61 G20-3.005(3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity.
FL# 11651.15 R3 • OCTOBER 5, 2017
H
IM
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including
Section 1515.2 and in accordance with Manufacturers recommendations.
Installation:
Install per Manufacturer's recommended details and RAS 133.
Underlayment:
Shall comply with Florida Building Code 2017 section 1518.2, 1518.3, 1518.4.
Self Adhered roofing underlayment must be used in the valley up 18" on each
side of valley.
Fire Barrier:
Any approved fire barrier having a current NOA. Refer to a current fire directory
listing for fire ratings of this roofing system assembly as well as the location of the i
fire barrier within the assembly. Fire classification is not part of this acceptance.
I
Shear Diaphragm:
Shear Diaphragm values are outside the scope of this report.
Design Procedure:
For roofs within the parameters listed on the load table, fastening pattern must
at a minimum meet those listed for the applicable wind zone. For all roofs outside
the parameters listed on the load table, design wind loads shall be determined
for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 i
I
using allowable stress design. The maximum fastener spacing listed herein shall
not be exceeded.
FL# 11651.15 R3 • OCTOBER 5, 2017
G611C'ozst
SUPPLY & MANUFACTURING
ENGINEER LOAD TABLE: 26 Ga. GulfLokTM 16" Wide Roof Panel over 15/32" Plywood
Buildings having a Roof
Mean Heights
2®'-0"; Roof
Slope: 2"/12"
- 12"/12"
Gable or Hip Roof; Wind Speeds T20-
80mph, Exposure C, Risk
Category II,
Enclosed Building,.
based
on Florida Building
Code 2®17.
120
130
140
150
160
170
180
WIIND
FASTENER
SUBSTRATE
SPEED
(MIN. 1/4"
Penetration)
(MIN. 15/32")
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
�+' ZONE 1
(1) #70- 2x1"
CQX
ASSEMBLY A
ASSEMBLY A
ASSEMBLY A
ASSEMBLY A
ASSEMBL A
ASSEMBL=Y A
ASSEMBLY A
1!'
PLYWOOD
ZONE 2
(1) #10-12x1"
CDX PLYWOOD
ASSEMBLY A
ASSEMBLY A
ASSEMBLY A
ASSEMBLY A
ASSEMBLY A
ASSEMBLY B
ASSEMBLY B
, ZONE 3
(,1) #10-12x1"
ASSEMBLY A
ASSEMBLY A
ASSEMBLY B
ASSEMBLY B
ASSEMBLY B
ASSEMBLY B
ASSEMBLY B
#I
PLYWOOD
1'.) PANEL DESCRIPTION: GULFLOKTM, MIN. 26 GA, 7/8" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM.
.) PANEL FASTENER: THROUGH PANEL SLOT: (1) #10-12X1" PANCAKE TYPE A, A" MIN. PENETRATION THROUGH PLYWOOD.
.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: -63.5 PSF AT 5'/s" O.C. ASSEMBLY A,-121.75 PSF AT 51/8" O.C. WITH SEALANT
ASSEMBLY B, -161 PSF AT 5%- O.C. WITH CLIP ASSEMBLY C. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING &
TESTING.
4.) PLYWOOD DECKING: MIN. 1-/3z" THICK, APA RATED PLYWOOD, GRADE C-D. MUST BE DESIGNED IN ACCORDANCE W/ FBC 2017
5.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING
C, ODE 2017.
HIP ROOF a Note: Dimension (a) is defined as 10% of the minimum width of the building or
ZONE2 ZONE3- 40% of the mean height of the roof, whichever is smaller, however, (a) cannot be
_ - �a less than either 4% of the minimum width of the building or 3 feet.
// ASSEMBLY
--RIDGE
ZONE
------------------�
-EAVE
ZONE 2 GABLE ROOF
►_....---------------- Ia
I
I I
RIDGE
L-- --------- - - - -I -.�.fa
I----------------------4 a
ZONE 1
I I
a-- -------------------- 4
16' COVERAGE
(1) #10-12 X 1' TYPE A PANCAKE
SPACING: SEE UPLIFT TABLE
ASSEMBLY B
.1/4!-5/16° DIAMETER BEAD OF TITEBOND SEALANT—
(1) #10-12 X 1' TYPE A PANCAKE
SPACING: SEE UPLIFT TABLE
ASSEMBLY C W/CLIP
GuIfLak'° CLIP 24 GA.