HomeMy WebLinkAboutProduct Approval ESUCK Enq1nenerinq
Sppclaity Structural Englneerinq CBUCK,Inc.Certificate of Authorization#8064
Evaluation Report
1" Nail Strip
Metal Roof Assembly
Manufacturer:
Extreme Metal Fabricators, LLC.
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
for
Florida Product Approval
# FL 17022.5 R5
Florida Building Code Sth Edition (2014)
Method: 1 - D
Category: Roofing
Sub - Category: Metal Roofing
Product: 1"Nail Strip Roof Panel
Material: Steel
Panel Thickness: 26 gauge
Panel Width: 16"
Panel Seam: Snap-Lock
Support: Wood Deck
Digitally signed by James L.Buckner,P.E.
Electronically signed and sealed documents
shall comply with the provisions of FAC Rule
61G15-2`\``%111111//J.",
Prepared by:
James L. Buckner P.E. SECB
Florida Professional En ineer#31242 vcE�SF c�,p ,
g _ *' No 31242
Florida Evaluation ANE ID: 1916
Project Manager:Youry Demosthenes LU
Report No. 16-123-1NS-S6W-ER :0 '. STATE OF _Au
(Revises 15-217-INS-S6W-ER) ��<,%s'•.FLORIDP.• �j;�
Date: 4/18/16
//Irllllll�`
ry*,
Contents:
Evaluation Report Pages 1—7 �
2016.04.19 11:32:32-04'00'
CBUCK,Inc. - Palm Beach County, Florida
Phone: (561)491-9927•Email:cbuck@cbuckinc.net•Website:www.cbuckinc.net
Mail Address:2637 E.Atlantic Blvd,#34069,Pompano Beach,FL 33062
FL#: FL 17022.5 R5
Date: 4/18/16
Report No.: 16-123-INS-S6W-ER .
Page 2 of 7
SpEn—_lalty Structural EnglnPPrinq CBUCK,Inc.Certificate of Authorization#8064
Manufacturer: Extreme Metal Fabricators, LLC.
Product Name: 1" Nail Strip
Product Category: Roofing
Product Sub-Category Metal Roofing
Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d)
Product/System 1" Nail Strip Roof Panel, 26 Gauge steel, 16" wide panel mechanically attached to
Description: Wood Deck
Product Assembly as Refer to Page 4 of this report for product assembly components/materials &
Evaluated: standards:
1. Roof Panel
2. Fasteners
3. Adhesive (select system)
4. Underlayment
5. Insulation (Optional)
Support: Type:
Wood Deck
(Design of support system is outside the scope of this evaluation.)
Description:
• 15/32"or greater plywood,
• or Wood plank(min.specific gravity of 0.42)
Slope: Minimum slope shall be in compliance with FBC 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 A
(Refer to"Table A" attachment details herein)
FL#: FL 17022.5 R5
Date: 4/18/16
6CMUCK
1 Report No.: 16-123-1NS-S6W-ER
Page 3 of 7
Speclalty Structural EnQInPPrInQ CBUCK,Inc.Certificate of Authorization#8064
Performance Standards: The product described herein has demonstrated compliance with:
• UL580-06—Test for Uplift Resistance of Roof Assemblies
• UL 1897-04—Uplift test for roof covering systems
Code Compliance: The product described herein have demonstrated compliance with the performance
standards listed above as referenced in the current Florida Building Code.
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.
Limitations and • This evaluation report for "Optional Statewide Approval' contains technical
Conditions of Use: 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(1)(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.
• Deck shall be in compliance with applicable building code.
• 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 17022.5 R5
Date: 4/18/16
Report No.: 16-123-1NS-S6W-ER
Page 4 of 7
Special W Structural Englneerinq CBUCK,Inc.Certificate of Authorization 118064
Components/Materials Roof Panel: 1" Nail Strip
(by Manufacturer): Material: Steel
Thickness: 26 Gauge (min.)
Panel Widths: 16" (max.)Coverage
Rib Height: 1"
Yield Strength: 50 ksi min.
Corrosion Resistance: In compliance with FBC Section 1507.4.3:
• ASTM A792 coated, or
• ASTM A653 G90 galvanized steel
Fastener:
Type: Pancake-Head Wood Screw
Size: #10 x 1" (min.)
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per ANSI/ASME B18.6.1
Seam Adhesive/Sealant: (Select Systems)
Product Name: Bostik 915 TM Chem-Chalk
Type: One component, polyurethane adhesive
Application Size: 3/16" continuous bead
Application Location: Along base of male rib vertical flange at each panel
seam. (Refer to Table "A" and drawing Pg 6-7)
Components/Materials: Underlayment:
(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 with manufacturer's
recommendations.
Insulation (Optional):
Type: Rigid Insulation Board
Thickness: 3" (max.)
Properties:
Density: 2.25 pcf(Ibs/ft3) min.
Or Compressive Strength: 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 17022.5 R5
Date: 4/18/16
Report No.:16-123-1NS-S6W-ER
Page 5 of 7
Spe--laftj Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
Installation: Installation Method:
(Refer to"TABLE A" below and drawings at the end of this evaluation report.)
■ Fastener Spacing: Refer to"TABLE A" Below
(along the length of the panel)
■ Rib Interlock: Snap-Lock
(Panel ribs shall be fully engaged to form an integral snap-lock.)
■ Seam Adhesive: Refer to Table "A" & Drawing Page 6.
(Apply continuously along base of male rib vertical flange at each panel
seam.)
■ Minimum fastener penetration thru bottom of support, 3/16".
■ For panel construction at the end of panels, refer to manufacturer's
instructions and any site specific design.
TABLE "A"
ALLOWABLE LOADS
METHOD 1 METHOD 2
Design Pressure(ASD)*: -86 PSF -97.25 PSF
Fastener Spacing: 6"o.c. 6"o.c.
Seam Adhesive: Not required
3/16"continuous bead
(Refer to pg. 6-7)
*Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of 2 to 1.
Install the 1" Nail Strip 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 manufacturer'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. D8133.01-450-18, Date: 06/30/15, Specimens#1
2. Quality Assurance
Keystone Certifications, Inc. (FBC Organization ID#QUA 1824)
Extreme Metal Fabricators, Inc. Licensee#974
3. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization#ANE 1916)
• FL#: FL 17022.5 R5
Date: 4/18/16
Report No.: 16-123-1NS-S6W-ER
Page 6 of 7
SpPclalW Structural Enginemerinq CBUCK,Inc.Certificate of Authorization#8064
Installation Method
Extreme Metal Fabricators, LLC.
1" Nail Strip (26 Gauge Steel) Roof Panel attached to Wood Deck
Drawings
16"
3/4T—
Panel Profiie
16" o.c.
Deck:
-15/32"or greater Plywood,or
-Wood plank
Integral Snap Lock
For METHOD 2:
Apply 3116"Bead Bostik 915TA Sealant
ContinuousAlong Male Rib Vertical Flange
Fastener
#10 X 1"Min. per Table"A"
Pancake Head Wood Screw
Typical Assembly Profile View
(Typical Fastening Pattern Across Width)
• FL#: FL 17022.5 R5
Date: 4/18/16
nQ Report No.:16-123-1NS-S6W-ER
N SUCK EnQlneerl Page 7 of 7
SpeclaN-y Structural Engineering CBUCK,Inc.Certificate of Authorization#!8064
Installation Method
Extreme Metal Fabricators, LLC.
1" Nail Strip (26 Gauge Steel) Roof Panel attached to Wood Deck
Fastener
#10 X 1"Min. per Table"A"
Pancake Head Wood Screw
1"Nail Strip Roof Panel _
Optional:
r Rigid Insulation
Thickness 3"Ma)amum
Seam Adhesive Application:
Deck For Method 2
-15/32"or greater Plywood,or Apply 3/16"Bead Bostik 915Tm Sealant
-Wood plank C:ontinuousAlong Male Rib Vertical Flange
(Refer to Table"A")
Typical Roof Assembly
Isometric View
(Optional) Rigid Insulation Board per Page 4 of this report
TABLE"A"
ALLOWABLE LOADS
METHOD 1 METHOD 2
Design Pressure(ASD)*: -86 PSF -97.25 PSF
Fastener Spacing: 6"o.c. 6"o.c.
Seam Adhesive: Not required 3/16"Continuous Bead
*Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of 2 to 1.
A
EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
TRINITY l 353 CHRISTIAN STREET,UNIT#13
ERD OXFORD,CT 06478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
SDP,Inc. Evaluation Report 519010.07.09-112
410-130 Bridgeland Avenue FL5325-R6
Toronto,Ontario M6A 1Z4 Date of Issuance:07/03/2009
Canada Revision 2:04/29/2015
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 5th Edition(2014) Florida Building Code sections noted herein.
DESCRIPTION: PALISADETM'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 Ass:xance documentation changes. Trinity IERD 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 "TrinitylERD 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 5.
Prepared by:
SM
Robert J.M.Nieminen P.E. :O[ fir:` CT The facsimile seal appearing was authorized by Robert Nleminen,
C�
' '• �,y = P.E.on 04/29/2015.This does not serve as an electronically signed
Florida Registration No.59166 Florida DCA ANE1983 1�•�$%VQT♦. document.signed,sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD 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)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 Trinity)ERD 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.
('fD
\J TRIN11Y I ER®
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: PALISADE'"Roof Underlayments, as produced by SDP, Inc., have demonstrated compliance with the
intent of the following sections of the Florida Building Code through testing in accordance with the applicable sections of the
following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.2.3,1507.2.8,1507.4.5.1, Unrolling,Breaking Strength,Pliability,Loss ASTM D226 2006
1507.4.5.2,1507.5.3,1507.5.3.2, on Heating
1507.7.3,1507.7.3.2,1507.8.3,
1507.8.3.2,1507.9.3,1507.9.3.2,
1507.9.5,1518.4
1518.4 Unrolling,Pliability,Behavior on Heating, ASTM D2626 2004
Breaking Strength,Water Vapor
Permeance
1507.2.4,1507.5.3 Unrolling,Thickness,Max Load,Elongation ASTM D1970 2009
at Break,Adhesion,Thermal Stability,Low
Temp Flex,Tear Resistance,Moisture
Vapor Permeance,Self-Sea I ability
1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012
1523.6.5.2.1 Dimensional Stability,Tear Resistance, TAS 104 1995
BreakingStrcngth,Water Absorption,Low
Temp Flex,UV Exposure,Accelerated
Aging,Cyclic Elongation,Water Vapor
Transmission
1523.6.5.2.9 Comparative Rupture TAS 117,Appendix B 1995
TAS 110 Accelerated Weathering TA5110 2000
3. REFERENCES:
Kniiiy Examination Reference Date
ERD(TST6049) Physical Properties 54240.10.06 10/03/2006
ERD(TST6049) Physical Properties&Rupture 50404C.12.05-R2 02/23/2009
ERD(TST6049) Accelerated Weathering 537000.06.11 06/14/2011
ICC-ES(EVL2396) IBC/IRC Compliance ESR-1847 03/01/2015
Miami-Dade(CER3592) HVHZ Compliance 11-0714.05 11/10/2011
ITS-ETL/WH(QUA3673) Quality Control Inspection Report 11/18/2014
4. PRODUCT DESCRIPTION:
4.1 Mechanically Fastened Underlavments:
4.1.1 PALISADE—is a synthetic roofing underlayment comprised of a polyolefin-coated, woven construction with dual skid
resistant surfaces.PALISADETM is acceptable for use in non-HVHZ and HVHZ jurisdictions. Refer to Limits of Use herein.
4.2 Self-Adhering Underlavments:
4.2.1 PALISADETM SA-HT is a self-adhering roofing underlayment comprised of a polyolefin-coated,woven construction with
skid resistant upper surface and self-adhering bottom surface. PALISADETM SA-HT is not for use in HVHZ. Refer to Limits
of Use herein.
Exterior Research and Design,U.C. Evaluation Report 519010.07.09-112
Certificate ofAuthorirotion#9503 FL5325-116
Revision 2:04/29/2015
Page 2 of 5
\-J
l-RINIT'Y 1 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 Non-HVHZJurisdictions:
5.2.1 Fire Classification is not part of this report;refer to current Approved Roofing Materials Directory for fire ratings of this
product.
5.2.2 PALISADE'"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 AHJ for approval based on this evaluation
combined with supporting data for the prepared roof covering.
5.2.3 Allowable Roof Covers:
Table 1: Roof Cover Options,
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal wood Shakes Slate
Shingles &Shingles
PALISADE- Yes Yes No Yes Yes Yes
(as base layer only)
PALISADE-SA-HT Yes No No Yes Yes Yes
5.2.4 Allowable Substrates:
PALISADE—SA-HT adhered to plywood or to mechanically attached PALISADE'"
5.2.5 Exposure Limitations:
PALISADE'""shall not be left exposed for longer than 180-days alter installation.
PALISADE'"'SA-HT shall not be left exposed for longer than 30-days after installation
5.3 HVHZJurisdictions:
5.3.1 PALISADETM'SA-HT is not for use in HVHZ.
5.3.2 Fire Classification is not part of this Laboratory Report;refer to current Approved Roofing Materials Directory for fire
ratings of this product.
5.3.3 This Evaluation is for prepared roofing applications. Minimum deck requirements shall be compliant with applicable
FBC sections.
5.3.4 PALISADE'"shall not be applied in hot asphalt.
5.3.5 PALISADE'" shall be installed in strict compliance with the requirements for ASTM D226, Type II or ASTM D2626
underlayment in Section 1518 for the type of prepared roof covering to be installed.
5.3.6 PALISADE—may be used with asphalt shingles,tile roofs(base layer only),non-structural metal roofing/metal shingles,
quarry slate,slate-type shingles and wood shakes&shingles.
For tile roof applications,PALISADE'"shall be mechanically attached as an anchor sheet in accordance with Section 6.4
herein,followed by Tamko TW Metal and Tile Underlayment(NCA 12-0406.07),GAF UnderRoof 2(NOA 13-1104.11)or
CertainTeed Flintlastic SA Cap(NOA 14-0724.16).
5.3.7 If PALISADE'""is not specifically listed in the prepared roof covering NCA,this report may be submitted to the AHJ or
Miami-Dade Product Control Dept.,along with fire classification information,for their consideration.
5.3.8 PALISADE'"underlayment shall not be left exposed for longer than 180-days after installation.
5.4 All products listed herein shall have quality assurance audit in accordance with F.A.C.Rule 61G20-3 requirements.
Exterior Research and Design,I.I.C. Evaluation Report 519010.07.09-R2
Certificate ofAuthorization#9503 FL5325-116
Revision 2:04/29/2015
Page 3 of 5
a
TRIM-ry ERD
6. INSTALLATION:
6.1 PALISADE'" Roof Underlayments shall be installed in accordance with SDP 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 with Elastocol Stick.
6.3 Non-HVHZ Jurisdictions:
6.3.1 PALISADETM':
Shall be installed in compliance with the requirements for ASTM D226,Type 1 or II underlayment in FBC Sections 1507
for the type of prepared roof covering to be installed.
6.3.1.1 Non-Tile Applications:
PALISADE'" is installed horizontally with the printed side up,and with 3-inch horizontal laps and 6-inch vertical laps.
Overlaps must run with the flow of the water in a shingle pattern.The underlayment is only attached to the roof deck
with roofing nails(smooth or ring-shanked)having 1-inch minimum diameter plastic or steel caps compliant with FBC
1507.2.6. Cap nails are spaced at 6 inches on center at vertical laps,and at 11 inches on center at horizontal laps.In the
field area,apply fasteners at 13 inches spaced vertically and 22 inches on center horizontally.All caps(including nails)
must be fully flush with the underlayment surface. Do not install fasteners over unsupported areas/voids. Repair all
tears, holes, or damage to the underlayment. For slopes less than 4:12, use a full 20" half lap over the underlying
course.Apply underlayment up all abutments at least 6 inches.
In non-HVHZ high wind regions where V„it > 181 mph (V,,d > 140 mph) or exposure beyond 30 days, increase the
fastener density to cap nails spaced 3 inches on center at vertical laps,and at 5.5 inches on center at horizontal laps.In
the field area,apply fasteners at 6.5 inches spaced vertically and 11 inches on center horizontally. In addition,secure
laps by folding all laps over before nailing,or taping securely across lap seams using exterior grade sheathing tape,or
sealants such as roofing cement(asbestos free meeting ASTMD4586),EPDM or butyl to seal laps.
6.3.1.2 Nail-On Tile Applications,Base Laver in 2 Ply System:
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein using PALISADE— as the
mechanically attached base ply in a 2 ply underlayment system,followed by Tamko TW Metal and Tile Underlayment
(FL12328), GAF UnderRoof 2 Polyester-Surfaced Leak Barrier(FL10626) or CertainTeed Flintlastic SA Cap (FL11288) as
the top layer.
For mechanically fastened tile roofing,refer to SDP published installation instructions, but not less than FRSA/TRI April
2012(04-12),Table 1.
6.3.2 PALISADE SA-HT'":
Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type
of prepared roof covering to be installed.
The installer is responsible to determine whether priming is required to ensure PALISADE"SA-HT will stay adhered to
the substrate.
6.3.2.1 Non-Tile Applications:
PALISADE SA-1-11— is installed horizontally with the printed side up,and with 3-inch horizontal laps and 6-inch vertical
laps. Starting at the low point, and with salvage edge at the high point, position horizontally a full roll or cut the
membrane into 10-15 ft. (3-5m) lengths and re—roll loosely. Peel back 1-2 ft. (300-600mm)of release film,align the
membrane,and continue to peel the release film from the membrane. Press the membrane in place with heavy hand
pressure.Apply uniform pressure to the membrane roll side and end laps to insure water tightness and bonding to the
substrate.
Always work from the low to the high point of the roof.Follow good roofing practice by orientating PALISADE-SA-HT'"
so side laps shed water.Apply the membrane in valleys before the membrane is applied to the eaves. For valley and
ridge application,peel the release film;center the sheet over the valley or ridge,drape,and press into in place.Work
the center of the valley or ridge outward in each direction. Following placement along the eaves,continue application
of the membrane up slope. If nailing of the membrane is necessary on steep slopes, especially during hot or cold
weather,back nail and cover the nails by overlapping with the next sheet.
Exterior Research and Design,I.I.C. Evaluation Report S19010.07.09-112
Certif)cate oJAuthorizatlon 119503 FL5325-R6
Revision 2:04/29/2015
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'-JTRINITYI ERD
6.4 HVHZ Jurisdictions:
6.4.1 System E(1): Underlayment mechanically fastened to deck
Deck Type 1: Wood,Non-Insulated
Deck Description: Min.19/32'plywood or wood plank
Underlayment: One or more plies of PALISADE•"'with minimum 4"wide head laps and minimum 6"wide end
laps,mechanically fastened to deck.
Fastening: HVHZ Approved nails and tin caps 6"o.c.at lap and three equally spaced staggered rows 12"
o.c.in the field.
Surfacing: HVHZ Approved asphalt shingle,non-structural metal,wood shakes&shingles or slate.
6.4.2 System E(2): Base underlayment mechanically fastened to deck,too laver adhered
Deck Type 1: Wood,Non-Insulated
Deck Description: Min.19/32'plywood or wood plank
Base Layer: One or more plies of PALISADE'"with minimum 4"wide head laps and minimum 6"wide end
laps,mechanically fastened to deck.
Fastening: HVHZ Approved nails and tin caps 6"o.c.at lap and three equally spaced staggered rows 12"
o.c.in the field.
Top Layer: Tamko TW Metal and Tile Underlayment (NOA 12-0406.07), GAF UnderRoof 2 (NOA 13-
1104.11)or CertainTeed Flintlastic SA Cap(NOA 14-0724.16),self-adhered to the base layer.
See current FBC HVHZ approval for installation guidelines and limits of use of top layer.
Surfacing: HVHZ Approved asphalt shingle,non-structural metal,wood shakes&shingles,slate or tile.
Note: For tile applications,AHJ shall verify that top layer underlayments listed herein hold current
HVHZ Product Approval and/or Miami-Dade NOA for use as a tile underlayment.
7. BUILDING PERMIT REQUIRE�VIENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
S. MANUFACTURING PLANTS:
Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
Intertek Testing Services NA Inc.—ETL/Warnock Hersey—QUA1673;(905)678-4913
-END OF EVALUATION REPORT-
Exterior Research and Design,I.I.C. Evaluation Report S19010.07.09-112
Certiflcote of Authorization 119503 FL5325-R6
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