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PmO,d Approval Menu> product or Application Search > Application List> Application Detail
FL # FL21383-RO
Application Type New
Code Version 2014
Application Status Approved
Comments
A�
Archived
71
r�1
Product Manufacturer
Sunlast Metal
A
Address/Phone/Email
2120 SW Poma Drive
IR.
Palm City, FL 34990
U
(772)
FlvalidaLion@
[ion@yahoo.com
0
Authorized Signature
Terry Kapron
O W
(validation@yahoo.com
U
Technical Representative
d
Address/Phone/Email
I-A�.'
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
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
James Biagi
the Evaluation Report
Florida License
PE-37467
Quality Assurance Entity
Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date
03/02/2026
Validated By
Locke Bowden
R' Validation Checklist - Hardcopy Received
Certificate of Independence FL21383 RO COI James BianI.P.E. Certificate of Independence odf
Referenced Standard and Year (of Standard) Standard Year
ILL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
http://Www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgve007nSKOaG... 11 /29/2017
Florida Building Code Onlin a Page 2 of 2
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Summary of Products
12/16/2016
12/16/2016
12/22/2016
02/07/2017
10/23/2017
FL #
Model, Number or Name
Description
21383.1
ECONO LINE 1.0 CLIPLESS NAIL
26GA STEEL OVER 15/32" 4 PLY COX PLYWOOD
STRIP
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL21363 RO 11 ECONO LINEERE LIPLESS NAIL T IP
26GA ss-Final.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Architectural Testing, Inc. - Florida
Design Pressure: +n/a/-71PSF
Created by Independent Third Party: Yes
Other: -71PSF @6"O.C. INSTALL PER MANUFACTURER'S
Evaluation Reports
DETAILS AND IN COMPLIANCE WITH FBC 2014.
FL21383 RO AF ECONQSERIES LIPLNAIL
STRIP 26GA ss-Final.odf
Created by Independent Third Party: Yes
21383.2
ECONO LINE 1.0 NAIL STRIP ALUM
.032 ALUM OVER 15/32" 4-PLY COX PLYWOOD
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL21383 RO fI ECONO LINES SERIES CLIPLESS NAIL
STRIP ALUM ss.FiNAL.ndf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Architectural Testing, Inc. - Florida
Design Pressure: +N/A/-78PSF
Created by Independent Third Party: Yes
Other: -78PSF @6"O.C. INSTALL PER MANUFACTURER'S
Evaluation Reports
DETAILS AND IN COMPLIANCE WITH FBC 2014.
FL213B3 RO AE ECONO LINES SERIES CLIPLESS-NAIL
STRIP ALUM ss.FINAL.Ddf
Created by Independent Third Party: Yes
21383.3
ECONO LINE PER
26GA STEEL OVER 15/32" 4-PLY CDX PLYWOOD
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL21383 RO II ECONO LINE SERIES -PER ss-IFINAL.odf
Verified By: Architectural Testing, Inc. - West Palm Beach,
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
FL
Design Pressure: +N/A/-76.75
Created by Independent Third Party: Yes
Other:-76.75PSF @ 24" O.C. Additional fastening for panel
Evaluation Reports
overlaps @4"O.C. spacing Install per FBC 2014 and
FL21383 RO AE ECONO LINE SERIES-PBR SS-1FTNAL Ddf
Created by Independent Third Party: Yes
manufacturer's details.
Back Nert
contact :: 2601 alalr Stone Road. Tallahassee FL 32399 Phone: 850487-1814
The State of Ronda Is an WEED employer, Coovrlaht 20D7.2013 State of Florltla.:: Privacv Statement :: AMSslblIIN Statement:: Refund statement
Under Honda law, email addresses are public records. It you do not want your e-mail address released In response to a public -records request, do not Send
electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395.'Pumuant to
Section 455.275(1), Florida Statutes, eRective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address If
they have one. The smalls 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 available to the publlc. To determine if you are a Ilcensee under
chapter 455, F.s., please click item.
Product Approval Accepts:
00 ® Ed M.
Credit Card
Safe
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgve007nSKOaG... 11 /29/2017
DECEIVED
C un/ast Metal NOV 13 2017
Value EngineeredMeta/1?00fin f°ermittinq Department
FLORIDA PRODUCT -APPROVAL NO 21383.1 --
SERIES
Product Evaluation Report
1" CLIPLESS NAIL STRIP 26GA Roof Panel over 15132" Plywood
Florida Product Approval # 21383.1
Florida Building Code 2014 Per Rule 61G20-3
Method: 1—D
Category: Roofing Subcategory: Metal Roofing Compliance Method:
Rule 61G20-3
NON-HVHZ
Product Manufacturer:
Sunlast Metal
2120 5W Poma Drive Palm City, Florida 34990
Engineer Evaluator
James Biagi, P.E. FL # 37467
1915 N E 45"' ST. #107
Fort Lauderdale, FL 33308
954-776-8004
Va_ao•
Locke Bowden, P.E., FL#49704
9450 Alysbury Place
e." t! t U stiff •Ir
Montgomery, AL36117
���,,!rt$ F. e 1"',
....... .G/ 'r
Evaluation Report 1-4
yCE.
— James Bia E. —
= I FL it 4
TATE Or
Page 1 of 4
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2,1507.4.3,
Product Description: 26GA Nail Strip/Snap Lock Metal Panel,16" Coverage Width, Roof panels, 1.0" Rib height
Panel restrained with #10 x 1" Pancake Head fasteners into 15/32" 4 ply CDX Plywood decking.
Non-structural Application.
FOR USE IN NON-HVHZ.
Material: 26GA metal conforming to Florida Building Code 2014 Section 1507.4.3 Yield Strength: 40KSI
Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1506.6, 1507.4.3,1507.4.4
Panel Dimensions: Panel Width:16" coverage width
Fastener. #10 X 1" Pancake -Head wood fasteners or equivalent. Corrosion Resistant per Florida Building Code 2014 Section
1506.7. 3/16" minimum penetration through plywood
Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4
15/32" 4ply CDX plywood, plywood 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 2014.
Design Uplift Pressures: Uplift Design Pressure: with Safety Factor of 2
rFastener
e -71psf
ng 6" from panel ends and 6" o.c.
#10 Fema16 leg of panel snap fit to the male leg of the adjacent panel.
Quality Assurance: In accordance with FBC 2014 and Rule # 6162D-3: Keystone Certification,
Inc. QUA 1824
Test References:
Architectural Testing Inc (TST 1527) # F8542.01-450-44 UL580-06
Code Compliance: The product described herein demonstrated compliance with The Florida Building Code (FBC) 2014 Section
1504.3.2. The product evaluation is limited to compliance with the structural wind load requirements of the FBC 2014, as relates
to Rule 61G20-3.
Minimum Slope Range 2/12 Minimum Slope per Florida Building Code 2014, and in accordance with Manufacturers
recommendations.
Installation: Install per manufacturer's recommended details in compliance with FBC 2014.
Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2014
Roof Panel Fire Classification: No classification.
Shear Diaphragm: values are outside the scope of this report.
Design Procedure: Based on the dimensions of the structure, applicable wind loads are determined using Chapter 16 of the
Florida Building Code 2014 for roof cladding wind loads. These component wind loads for roof cladding are compared to the
allowable pressure listed above. The design professional shall select the applicable erection details to reference in drawings for
correct fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be
Page 2 of 4
compliant with Florida Building Code zuid Chapter 22 for steel, Chapter 23 for wood ana chapter 16 for structural loading.
Required wind loads shall be determined per project per FBC 2014 and any rational analysis computation shall be prepared by a
licensed design professional.
Certificate of Independence: James Biagi, P.E. does not have nor will acquire financial interest in any company manufacturing or
distributing products under this evaluation. James Biagi, P.E. is not owned or operated or controlled by any company
manufacturing or distributing product under this report.
PRODUCT EVALUATION REPORT
Page 3 of 4
ILun/ast Metal
Value Engineered Meta/ Roofing ""
FLORIDA PRODUCT APPROVAL
INSTALL DETAILS
Fastener: # 10 Pancake Head Wood Fastener
Sunlast Econo 1" Clipless
PANEL PROFILE
iations Optional
(Flat Shown)
Sunlast Econo 1" Clipless _
PANEL PROFILE
Striations Optional L260AUGE
(Flat Shown)
Page 4 of 4
-florida Building Code Orlin.,;---,, Page 1 of 2
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St. Lucie COUnty
Protiud Aootoval Menu > Pmdud or Application Search > ADDlication Lis[> Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL16048-R6
Revision
2017
Approved
i
Tri-Built Materials Group, L
PO Box 70
Rutherford, NJ 07070
(800) 516-1485
david.miz@tribuiltmg.com
David Ruiz
david.ruiz@tribuiltmg.com
/ ST LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMPLIA
REVIEWED BY
DATE a6l
PLANS AND PER T
MUST BE KEPT O OB OR
NO INSPECTION WIL BE MADE
David Ruiz
250 Route 17 North
East Rutherford, NJ 07073
(201) 842-2449
david.ruiz@tribuiltmaterialsT rnpU,,i jS AND ALL PROPOSED L'10y"
ARE SUEJECT TO AtTf COPREM'Ci�13
-Rzouinzu BY FIELD 114SI^ECTOF S 714K
. MAY BE NECE SARY 1h WDn* TO
Roofing
Underlayments C IMPLY' WITH N ALL AYJP LICtADLE CODES -
Evaluation Report from a Florida Registered Architect or Licensed
Florida Professional Engineer
❑ Evaluation Report - Hardcopy Received
Robert Nieminen
PE-59166
UL LLC
07/18/2020
John W. Knezevich, PE
W Validation Checklist - Hardcopy Received
FL16048 R6 COI 2017 01 COI Nierninen.nd(
Standard
ASTM D1970
Yeat
2015
ASTM G155
2005
FM 4474
2011
FRSA/TRI April 2012 (04-12)
2012
UL 1897
2012
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,, Florida Building Code Onlirr--,.
Page 2 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
09/25/2017
10/01/2017
10/03/2017
12/12/2017
FL At
Model, Number or Name
Description
16048.1
TRI-BUILT Roof Underlayments
Self -adhering, modified bitumen roof underlayments
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16048 R6 lI 2017 09 FINAL ER TRI-
Approved for use outside HVHZ: Yes
BUILT UNDERLAYMENTS FL16048-R6.1)df
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-150
Created by Independent Third Party: Yes
Other: 1.) The design pressure noted herein pertains to use
Evaluation Reports
of foam -on tile systems overtop the self -adhering
F1.16048 R6 AE 2017 09 FINAL ER TRI-
underlayment for one particular application. See ER Section
BUILT UNDERLAYMENTS 71-16048-11_6.fradf
5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of
Created by Independent Third Party: Yes
Use.
Back Ne#
Contact Us:: 2601 91air Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The state of Florida is an AA/EED employer. Coovright 2007-2013 State of Flomd .:: Privacv Statement:: Accessibility statement:: Refund Statement
Under Florida law, email addresses are public recods. If you do not want your e-mail address released in response W a publit-records request, do not send
electronic mail W 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, F.S. must provide the Department with an email address if
they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public retold. If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under
Chapter 455, F.S., please click here .
Product Approval Awzpts:
W U9 ® Ed RE
. Sf'�U19t�Mt:CltS�ii"
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND Wr... 6/19/2018
r`
JUN 18 2018
ST. Lucie County, Permitting
REPORT
TRI-BUILT Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800)516-1485
EXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
(203)262-9245
Evaluation Report A42960.10.12-116
FL16048-R6
Date of Issuance:10/25/2012
Revision 6: 09/25/2017
SCOPE:
This Evaluation Repo . issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
cons ruc Ion ma erials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the produ Florida Building Code and Florida Building Code, Residential Volume. The
products de erein have been evaluated o Pli�ance with the 6u Edition (2017) Florida Building Code
sectio noted herein. 1
TRI-BUILT Roof Underlayments
Labeling shall -bid' in
requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIAN E: 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. Trinityl 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 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
F LE COO FY
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. oa 09/25/2017. The does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Trinityl 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. Trinityl 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.
S. This is a building code evaluation. Neither Trinity l 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.
TRINITY I ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have
demonstrated compliance with the following sections of the 6N Edition (2017) Florida Building Code through testing
in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations /
Conditions of Use set forth herein.
2. STANDARDS:
Section
Property
Standard
Year
1504.3.1
Wind Resistance
FM 4474
2011
1504.3.1
Wind Uplift
UL 1897
2012
1504.6
Accelerated Weathering
ASTM G155
2005
1507.2.4 / 1507.1.1, 1507.2.9.2
Physical Properties
ASTM D1970
2015
1507.3.3
Physical Properties
FRSA/TRI April 2012 (04-12)
2012
3. REFERENCES:
Entity
Examination
Reference
Date
ERD (TST6049)
Physical Properties
S40540.02.13-1
02/19/2013
ERD (TST6049)
Physical Properties
S40540.11.13
11/19/2013
ERD.(TST6049)
Physical Properties
540540.03.14
03/26/2014
ERD (TST6049)
.Physical Properties
S44870.04.14-2
04/02/2014
ERD (TST6049)
Physical Properties
S44870.04.14-3
04/02/2014
ERD (TST6049)
Physical Properties
S44870.04.14-1
04/10/2014
ERD (TST6049)
Physical Properties
544870.04.14-4
04/10/2014
ERD (TST6049)
Physical Properties
S43530.02.14-1=R1
05/14/2014
ERD (TST6049)
Physical Properties
S43530.05.14
05/28/2014
ERD (TST6049)
Physical Properties
S40540.10.14
10/31/2014
ERD (TST6049)
Physical Properties
SC7645.02.15"
02/13/2015
ERD (TST6049)
Accelerated Weathering
SC8520.04.15
05/27/2015
ERD (TST6049)
Wind Resistance
SC14045.05.17-R1
06/07/2017
UL, LLC. (QUA9625)
Quality Control
Multiple -Listing R16814
12/10/2015
UL, U.C. (QUA9625)
Quality Control
Service Confirmation
Exp. 07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Tri-Built Sand-R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS
modified bitumen roof underlayment, with a 36-inch sheet width; meets ASTM 01970.
4.2 Tri-Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified
ittt Too Lin er ayme TM D1970 and FRSA/TRI April 2012.
4 Tri-Built Smooth HT S/A Underlayment is self -adhering, glass -mat reinforced, film -surfaced, SBS
modified bitumen roof underlayment; meets AS D3970.
S.
5.1 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.
5.2 This Evaluation Report is notfor use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part" of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization #9503 6`" EDITION (2017) FBC NON-HVHZ EVALUATION F1.16048-116
TRI-BUILT Roof Underlayments; (800) 516-148S Revision 6: 09/25/2017
Page 2 of 6
�I I KINITY ERD
5.4 TRI-BUILT 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
Underlayment
Asphalt
Nail -On Tile
Foam -On Tile
Metal
Wood Shakes
Slate
Shingles
& Shingles
Tri-Built Sand-R SA Shingle
Underlayment
Yes
No
No
No
Yes
Yes
Tri-Built S/A HTTU
Yes
Underlayment
Yes
Yes
See 5.5.1
Yes
Yes
Yes
Tri-Built Smooth HT S/A
Underlayment
Yes
No
No
Yes
Yes
Yes
5.5.1 "Foam -On Tile' is limited to use of the following Approved tile adhesives / underlayment combinations.
TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINA nONSs
Adhesive
Florida Product Approval
I Underlayments
ICP Adhesives Polyset® AH-160
FL6332
Tri-Built S/A HTTU Underlayment
Dow TileBond`"
FL22525
Tri-Built S/A HT TU Underlayment
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pine; ASTM D41 primed structural concrete.
While not required over plywood, OSB or Southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC
recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note:
TRI-BUILT, Materials Group, LLC requires tongue -and -groove board decking be covered with plywood or
OSB prior to installation of the self -adhering underlayment.
5.6.2 Bond -to -Insulation:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Dens Deck Prime; SECUROCK Gypsum -Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam -on tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be
designed by a qualified design professional and installed based on testing of the insulation/underlayment
system in accordance with FM 4474, Appendix D or TAS 114, Appendix J.
' Refer to Tile Manufacturer's or Adhesive Manufacture/5 Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6r"EDITION(2017)FBCNON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 3 of 6
f
Q0TP'oN1TY1ERD
5.6.3 Bond to Mechanically Attached Base Laver:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ ASTM D226, Type I or II felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam -on tile systems (Tri-Built S/A HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-
12).
5.6.4 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 direct -deck
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 pressures.
#1 Maximum Design Pressure =-45.0 psf:
Deck: Min. 15/32-inch' plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment: Tri-BuiltS/A HTTU Underlayment, self -adhered.
#2 Maximum Design Pressure =-67.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HTTU Underlayment, self -adhered.
#3 Maximum Design Pressure = -150.0 psf:
Deck: Min. 15/32-inch APA-rated BOX plywood (may be installed C-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit
adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp
splinters and wood projections shall be removed/sanded.
Primer: (Optional) RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered, shall be thoroughly roll using hand
roller and/or weighted roller to ensure there are, rio voids, and ensure there are no
voids/bridging at side and end -laps.
#4 Maximum Design Pressure = -60.0 psf
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1)
and tin caps (FBC 1517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three,
equally spaced rows in the center of the sheet.
Underlayment: Tri-Built S/A HTTU Underlayment, self -adhered.
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-116
Certificate of Authorization N9503 O'EDITION (2017) FBC NON-HVHZ EVALUATION FL26048-RG
TRI-BUILT Roof Underlayrnents; (800) 516-1495 Revision 6:09/25/2017
Page 4 of 6
�I TRINITY ERD
5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 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 WD3, FM Loss Prevention Data Sheet 1-29 and Roofing
Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-days after installation
Tri-Built S/A HTTU Underlayment shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-12)):
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-DECKTILE INSTALLATIONS
Underlayment
Tile Profile
Staging Method
Maximum
Slope
Flat
Max. 10-tile stack
6:12
Lugged
Max. 10-tile stack
5:12
Max. 10-tile stack (bottom 2-tile stack
shall be inverted, followed by 8 tiles high
6:12
on slope, as shown below)
Tri-Built S/A HT TU
-,
Underlayment
--
Lugged
Exterior Research and Design, U.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization K9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL36048-116
TRI-BUILT Roof Underlayments; 1800) 516-1485 Revision 6: 09/25/2017
Page 5 of 6
,4
VTRINITY I ERD
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC
published installation requirements subject to the Limitations set forth in Section 5 herein and the
specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior to application, and prime the substrate (if applicable).
6.3 Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1507.2.1 for the type of prepared roof covering to be installed.
6.3.2 Non -Tile applications:
While priming is optional, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof
cover is not slated for installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 30 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel -off the release film diagonally while holding the
membrane tight. Firmly roll, broom or hand -press the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in the course below, sealed in accordance with
TRI-BUILT Materials Group, LLC requirements.
When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back -nailing in the
overlap area at the top of the sheet at 12-inch D.C.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys, apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications (Tri-Built S/A HTTU Underlayment 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.
For foam -on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRI April 2012 (04-12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile
staging.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Gulfport, MS
9. QUALITY ASSURANCE ENTITY:
UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, U.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6r"EDITION (20171 FBC NON-HVHZ EVALUATION F1.36048-116
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6:09/25/2017
Page 6 of 6
bCANNED
JUN 0 8 018
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Lucie
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ST. Lucie County, Permitting
scis Hare Log 1n userR9ayswn Hat TOPla Submit SuraW SUN a Facm 9ubrima
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Application Type
Code Version
Application Status
comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
FL21423-RS
Revision
2017
Approved
Sunlast Metal
2120 SW Poma Drive
Palm City, FL 34990
(772) 223-4055
fivalidation@yahoo.com
Terry Kapron
fivandation@yahoo.com
Roofing
Metal Roofing
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Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report- Hardcopy Received
Diane G. Marotta, P.E.
PE-62591
Keystone Certifications, Inc
03/02/2026
Locke Bowden
Validation Checklist- Hafd[opY Received
FL21423. R1S01 FL? kj2] 1-SS-7AX BEAQM S I -C IPA Sc
SNAPLOry( =4L_A COhIPLUE W17H nFTAI c.od(
Referenced Standard and Year (of Standard) Standard
TAS 100
TAS 12S
Equivalence of Product Standards
Certified By
Sections from the Code
Year
1995
2003
THESE PUONS AND ALL PROPOSED WOrPK
tSE SUBJECT TO ANY COIREC11Ct-IS
REOUIRE'D BY FIELD INSPECTOR'S THKf
NiXf BE NECESSARY IN ORDER TO
CJ',iPLY 5'lITH r",LL APPLfC:;M COMES.
cA
80S same Lop In Werneglstumen Hot Told. Submn Surcbarpe sots a Face p1sresions McStag 1. am &1Map Wb SearN
(167filsroduct Approval
;�Fusen:wbli
rr: n nm in a =1!!E r LE
minty! > 4ppOcatlan Wait
Search Criteria
P.efulc+. 4afif:ch
Code Version
2017 FL#
ALL
Application Type
ALL
Product Manufacturer
Sunlast Metal
Category
ALL
Subcategory
ALL
Application Status
ALL
Compliance Method
ALL
Quality Assurance Entity
ALL
Quality Assurance Entity Contract Expired ALL
Pmduct Model, Number or Name ALL
Product Description
ALL
Approved for use In HVHZ
ALL
Approved for use outside HVHZ
ALL
Impact Resistant
ALL
Design Pressure
ALL
Other
ALL
aaafCn RBSYIta
• A
Rcations
Fi.41f
TYPS
Manufacturer
Valltfateq 8_y
Status
E43.i7�•L-@}.
Revision
Sunlast Metal
Locke Bowden
Approved
blum
Category[ Roofing
(334) 300-1800
Subcategory; Metal Roofing
pi.�t38 ;-p2
Revision
Sunlast Metal
Locke Bowden
Pending FBC Approval
Category: Roofing
(334) 300-1800
Subcategory; Metal Roofing
t
Revision
Sunlast Metal
Locke Bowden
Approved
Category; Roofing
(334) 300.1800
Subcategory: Meal Roofing
'Approved by Dapn.
ApOmvap
by Dare shall Eem wd..n..r,r......
..-.....
wz .r=.si,.:,m>sen a nMonlp.
59^1 u�" 41_r :: �fi0 I - pM1one• BSo�08)•f02a
The Stile of Fill Is an AA/EEo employer. Caw I M1 2001-0013 litaft, m Rados, :: pd statement :; fTesr plllty statement
s: Rehrrcl5
antler Hmida Ian, [mall adere des ere public reCmds. If yen do not rant your A4nae andn,d manned In matense m a l ublk-rernras Santulli, do not lend eleWonk
mall m the entity, instead, ;onto¢ the olare by phone or by traditional mail. It you rase any questions, pease contact 850.487.1395. 4parauant to slow 455.275
W- naNda Statutes, ene'" Dasher 1, 2012, tleamees ocansed under Chapter 455, F.S. must provide and Derailment with an emab address If they, have ate Th.
[molls provided may be used far oMclal aMmmaplydtlpn nnh the los nee. Hensler Mad addresses are public ramM. If yw do net misb le supply a personal addmey
Neale mould, the Department with an emaa address whbh oon be made wallabe to Me pubUc. To' determine IF Yen am a ties.. under chapter 455, F.S., please
curse tail.
Product Appr�ove!l Aocapb:
® l' ° -- 1
'i$C U LL�AfETRI
wA ;' ) .
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
10/21/2017
10/29/2017
10/31/2017
12/12/2017
Summary of Products
Pl. 9
Model, Number or Name
Description
21423.1
JAX BEACH SERIES CLIPLESS SNAP
LOCK
1.5 24GA 15-19" WIDTHS OVER 15/32" 4-PLY COX
PLYWOOD
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-161PSF
Others •161PSF@6"0.C., 97.25PSF@3"O.C. INSTALL PER
MANUFACTURER'S DETAILS AND IN COMPLIANCE WITH FBC
2017.
Installation Instructions
FL21423.�.11LFS.2.L3_7,:.1iS5•)AX BEACH Senzc-[llPf,)~$r
SNAPLOCI: 2�CFtC,Qh17LF,jgYyQl_I QETry1L5.pdF
Verified By: Diane G. Marotta, P.E. 82591
Created by Independent Third Party: Yes
Evaluation Reports
FL21413 RI AE F 11T I-SS-IAX B A _ry u- t'4%
CLIPL ES5 SNAeI OCK 2413A rOMPI FTF WITH DETAILS jj
Created by Independent Third Party: Yes
21423.2
JAX BEACH SERIES CLIPLESS SNAP
LOCK ALUM
1.5 ALUMINUM .032 SL 15-19" WIDTHS OVER 4-PLY COX
PLYWOOD
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/--108.5
Other:-108.5psF@3"O.C.,-76.7506.O.C. INSTALL PER
MANUFACTURER'S DETAILS AND IN COMPLIANCE WITH FBC
2017.
Installation Instructions
FI 71423 Rt II Ia Pnarl 1 37 AI llM ST•IAP LOi7K 6N1FP-
;s.�dj
Verified By: Diane G. Marotta, P.E. 82591
Created by Independent Third Party: Yes
Evaluation Reports
EL21423 F; AE.Ja.C@rash O.g2_gtyF1 cN9P.L9�.K.SJyN -
s.,nd
Created by Independent Third Party: Yes
21423.3
MIAMI SERIES SNAP LOCK 1.75
24GA 14-18 WIDTHS OVER IS/32" APA PLYWOOD
Limits of Use
Approved for use In HVHZ% Yes
Approved for use outside HVHZ: Yes
Impact Resistants N/A
Design Pressures +NJA/-156.75
Other:-114.25PSF @I6'O.C.,-156.75PSF @81O.C.
INSTALL PER MANUFACTURER'S DETAILS AND IN
COMPLIANCE WITH FBC 2017.
Installation Instructions
E1.11973 RI It FL21423 71-5ra-LILAMI SERIES 24GA SNAP
LOCK 1.75 COMPLETE will, deta is odf
Verified By: Diane G. Marotta, P.E. 82591
Created by Independent Third Party: Yes
Evaluation Reports
F(._2Ja21-gUSERIFi 2-4GA gNLq
LOCK i 75 COMPLETE "Ith 1 calls mif
Created by Independent Third Party: Yes
21423.4
MIAMI SERIES SNAP LOCK 1.75
ALUM
.032 ALUMINUM 14-18 WIDTHS OVER 15132" APA PLYWOOD
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistants N/A
Design Pressure: +N/A/-114.25
Others-110.SPSF@32"0.C.-114.2SPSF@6"0.C. INSTALL
PER MANUFACTURER'S DETAILS AND IN COMPLIANCE WITH
FBC 2017.
Installation Instructions
0.21423 RI 11 1`171423 4-SS-MIAMI S ESNAP LOCK
1 75 ALUM 0 037 COMPI FIE WITH OF1A1 LLS c ten.
Verified By: Diane G. Marotta, P.E. 82591
Created by Independent Third Party: Yes
Evaluation Reports
FL21423 RI AE F1-214 a II SERIES SNAP LO K
.125ALYM.•0.33SRh1P.kkL��1LTLRE7A1LrS-..R2f
Created by Independent Third Party: Yes
21423.5
PALM BEACH SERIES MECHANICAL
LOCK 1.5
24GA 12 - 2W WIDTHS OVER 15/32" 4-PLY COX PLYWOOD
Limits of Use
Approved for use In HVHZ: Yes
Approved for use outside HVHZs Yes
Impact Resistant: N/A
Design Pressure: +N/A/-112PSF
Other: Method 1-90 DEGREE SEAM-93.5psf 24"O.C.
Method 2-90 DEGREE SEAM-101PSF 6" O.C. Method 3.180
DEGREE SEAM-112psF 6"O.C. Fasteners per Clip: 2 INSTALL
PER MANUFACTURER'S INSTALL DETAILS IN COMPLIANCE
WITH FBC 2017
Installation Instructions
ELZI!123 Rt U FL214 3 5- S PALM BEACH SERIES 3.5
Jigt<yery]LA_L.L-2CIi:�Qli(?LELENiJ.iH D TA1 S ndf
Verified By: Diane G. Marotta, P.E. 82591
Created by Independent Third Party: Yes
Evaluation Reports
FI 21423 El AE FL7142' S SS PALM aEACP SE LE_SL 5
MWLHAf�IC3LLQCK _0f11ES.EiJj-4gl AlL .nrlf
Created by Independent Third Party: Yes
21423.6
PALM BEACH SERIES MECHANICAL
LOCK 1.5 ALUM
.032 ALUM 16 OR 20" WIDTHS OVER 15/32" 4-PLY COX
PLYWOOD
Limits of Use
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistants N/A
Installation Instructions
EL21423 Rl U1 L4 6-SS-PA NI 5 ACH MNHANNLQU
LOCK AI UM-2ni 7 f'OMPLBTE WITH r'ETAILS ndf
Verned By: Diane G. Marotta, P.E. 82591
Design Pressure: +N/A/--131PSF
Created by Independent Third Party: Yes
Other: METHOD 1- 90 DEGREE SEAM-63.SPSF 24.O.C.
Evaluation Reports
METHOD 2- 90 DEGREE SEAM-86PSF 24"O.C, METHOD 3-
131PSF 180 DEGREE SEAM-6-O.C. 2 FASTENERS PER CLIP
E L123 R1 A - rn 1413 t - IECHANICAI
— F 5 PAf.M BEACH R
K A, I
Created by Independent Third Party: Yes
iCrea e Iby Ind pCOMPLETE WITTy: Yes
INSTALL PER MANUFACTURER'S INSTALL DETAILS IN
COMPLIANCE WITH FBC 2017
21423.7
SERIES - KEY WEST 5 V CRIMP
26GA 24"WIDTH 5/8" RIB OVER 15/32' APA PLYWOOD
Limits of Use
Approved for use in HVHZ: Yes
Installation Instructions
Approved for use outside HVHZ: Yes
El,21323 a1 Jl Ft 9 L47; 7-55-5�131E5.!$:.�pYz,:5 v
Crim 01 %(,iMPI Fi f- N/1T41 O IA' 9..nF
WITH
Impact Resistant: N/A
Design Pressure: +N/!y-169.25
By: Diane G. Marotta, P.E. 82591
Other:-189.25PSF@8'O.C.,-78.SPSF@16"O.C. THRU
Created by Independent Third Party: Yes
Evaluation Reports
FASTENED. INSTALL PER MANUFACTURER'S INSTALL
DETAILS IN COMPLIANCE WITH FBC 2017
FL2142; R I AE FJ. jgj„_7._S$-SFRIIPS Keyly, 5 V
rwean z20 - COhIPLETE WIiH DFIAILS..pgf
Created by Independent Third Party: Yes
!E/JI S i1PTUAR 4 N T e
r P'OCK
1.0 24GA NAIL STRIP/SNAP LOCK 16" COVERAGE WIDTH
Limits of Use
Approved for use In HVHZ; Yes
Installation Instructions
EQ-IAZ3 Pt 11 FI 71423�4 -1,V. SER:pS - ATi7ApT �
Approved for use Outside HVHZ: Yes
Impact Resistant: N/A
4
Nail StriaSnan,-LprV.-HVHz-G�a{ [TE y(LThAPTAtic.ndr
Design Pressure: +N/A/-136.75
Verified By: Diane G. Marotta, P.E. 82591
Created by Independent Third Party: Yes
Other:-136.75PSF @ 6-O.C.,-84.25PSF @ 12' O.C.
INSTALL PER MANUFACTURER'S INSTALL DETAILS IN
Evaluation Reports
.COMPLIANCE WITH FBC 2017
FL21423 RI AE FL'2147; S-Scn n cpl2t c=9i IAPT IN
ryjjl Stnn-c-lan Lr rk -HVHZ-CQMVI .TF WITH DETmtj pdf
Created by Independent Third Party: Yes
nr�;:: 201 SlakSoon,Rou-I 37+ phena: 850-4111-1924
The Stateof Florda a an&VEW emWoyer, h 07.2013 5- tFl Npylon SNmmenl;; Amevemii3v S[atemnnt 1:Rfmd Stamen,
Under Florida law, and, address" am puNk Moray. If you do not want ymm a -mall Addreey totaled lot response m a pubic -comma request, do net send ekptronk
may an this entity. Instead, motan the once by phom or by traditional mad. It you heed any on enure, please mntett aso.497.1395.'Pursuant to semen 455.275
(1). Fbtkb Statuten, enactive October 1, 2012, llmntave OCanaM under Chapter 455, F.S. must pow de the Deportment with an unity address a they hand ono. The
enters Proilded may be used for afloat cammunimtran with the Ikendee Unman, ..byresses are Pubdc retain,
1, you do palm limeade the Impermanent m with an eea addre" which Can be made a"flable to the public, To that. him if you ate 21 no[ hots under ChaNer453, F.S., pl4who to euppty a pemmal address,
Ukk he.. ran
Prodoct A
lI®®
pproval ACCepeon
Ej ``It!CC q
Credc Card
Safe
Value Engineered /.fetal RoogIng
%`.l.'r 6 N hel Z.
$`"fir :S, s rl e (.s✓
r ! ,'} 3 i}
+•"r T•S 4 %.
Product f.epur[
1.Ci'NOit' grip; Sr aploc c sec,'n Rood` rrn??reP ov r 15/'42"
Florida Product Approval # 21423.8
Florida Building Code 2D17 6th ed
Per Rule 61G20-3 Method: 1-0
Category: Roofing Subcategory: Metal Roofing Compliance Method:
Rule 61G20.3
HVH2
Product Maqufacturer.
Sulidlt art_[a'
2120 SUN Poma Drive
Palm City, Florida 34990
Engineer Evaluator
'ti75 i7
1915 NE 4S^ ST. a107
Fort Lauderdale, FL 33308
954-776-a007
Validator.
94SO Afvsbury Place
Montgomery, AL 36117
11 ynY Y f
Diane G. Marotta, P.E.
FL reg 9 82S91
seal
Pag4 1 of 4
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2,1507.1.1, 1507.4.3, 1518.9, 1523.6.5.2.4
Product Description; 246A Panel,16" Nail Strip/snap lock mechanical attached
16" Coverage width Roof panels 1.0" Rib height
Panel thru fastened; into 15/32" APA Plywood decking. Non-structural Application.
FOR USE IN HVHZ.
Material: 24GA Steel, Galvalume conforming to Florida Building Code 2017 Section 1507.4.3
S6ks1 yield strength min. Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3
and Section 1517 for HVHZ
Fastener: #10 X 1" Pancake -Head wood fasteners or equivalent. 3/16" minimum penetration through support. Corrosion
Resistance: Per Florida Building Code 2017, Section 1506.6,1507.4.4
Sealant: Bostick Chem Calk 915 (Sllyl modified polymer (SMP) apply 1/16" bead atop rear leg of male joint, adjacent to fasteners
continuously along entire length of panel,
15/32" APA plywood, plywood 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 and RAS 133.
TABLE A Safety factor of 2:1 Included
Design Pressures Field
Perimeter/Comer
Max Design Pressure-84.ZSpsf
-136.7Spsf
%Yl�
Fastener Spacing 12" o.c.
6" o.c.
ai
FastenerSlze #10
p10 -- V-1/ \ V
Insulation: Optional Rigid Insulation board, 3" max thickness compliant with FBC 2017 section 1508.2
Quality Assurance: In accordance with FBC 2017 and Rule ff 61620-3: Keystone Certification, Inc. QUA 1824
Test References: Hurricane Test Laboratory (TST1527) 0412-0306-06 RA TAS 125-2003
Architectural Testing Inc (TST 1527)ft0412-1203-07 and 0412-0621-07 TA5125-2003
Architectural Testing Inc. (TST 1527) C6413.01-450-18 REV 1 TA5125-2003
PRI Construction Material Technologies(TST5878) SFMS-002-02-01 R1 TAS 100-1995
PRI Construction Material Technologies(TST5878) AKZC-001-02-01/05 ASTM B 117-2002
PRI Construction Material Technologies(TST5878) AKZC-001-02-01/05 TAS 110-2000
AKZO Nobel Coatings, Inc. Lab Form ASTM G 153
Code Compliance: The product described herein demonstrated compliance with The Florida Building Code (FBC) 2017 Section
1504.3.2., 1523.6.5.2.4.1. The product evaluation is limited to compliance with the structural wind load requirements of the FBC
2017, as relates to Rule 61G20.3.
Minimum Slope Range 2/12 Minimum Slope per Florida Building Cade 2017, and in accordance with Manufacturers
recommendations.
Installation: Install per manufacturer's recommended details in compliance with FBC 2017 and RAS 133
Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2017, Chapter 1507 Chart 1507.1.1
Roof Panel Fire Classification: No classification.
Shear Diaphragm: values are outside the scope of this report.
Page 2 of 4
�V
Design Procedure: Based on the dimensions of the structure, applicable wind loads are determined using Chapter 16 of the
Florida Building Code 2017 -roof cladding wind loads. These component wind loads for roof cladding are compared to the
allowable pressure listed above. Design professional shall select the applicable erection details to reference in drawings for
correct fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be
compliant with Florida Building Code 2017 Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading.
Required wind loads shall be determined per project per FBC 2017 and any rational analysis computation shall be prepared by a
licensed design professional.
Certificate of Independence: Diane G. Marotta, P.E. does not have nor will acquire financial interest in any company
manufacturing or distributing products under this evaluation. Diane G. Marotta, P.E. is not owned or operated or controlled by
any company manufacturing or distributing product under this report.
PRODUCT EVALUATION REPORT
Page 3 of 4
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Value Engineered Meta/ Roofing 7-M
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TABLE A #10 X 1" Pancake -Head wood fasteners or equivalent. 3/16" minimum penetration through support
Roof Areas Field Perimeters and Corners
Maximum Design Pressures-84.25psf-136.75 psf
Screw Spacing 12" o.c. 6" o.c.
INSTALLATION METHOD
DRAWINGS
TYPICAL ASSEMBLY PROFILE VIEW
__ 16' _Coverage
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1"
Striations Optional
TYPICAL ASSEMBLY ISOMETRIC VIEW
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