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Product Al2proval Menu > Application Detail
FL # FL17796-R2
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Atlantic Metal II of Vero Beach, Inc.
4310 45th Street
Vero Beach, FL 32967
(77_2)_257-5730
Kim.lasky@atlanticmetal2.com
Kimberly Lasky
Kim.lasky@atlanticmetal2.com
Roofing
Metal Roofing
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed David Eng
the Evaluation Report
Florida License PE-81377
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 06/11/2025
Validated By James R Wally, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL17796 R2_COI_24ga_1=5_Nailstrip plywood.odf
Referenced Standard and Year (of Standard) Standard Year
TAS 100 1995
TAS 125 2003
UL 580 2006
Equivalence of Product Standards
Certified By
https://tloridabuilding.org/pr/pr_app_dt[.aspx?param=tvGEVXQw...l2bbt23mL8HofiKv7zYVGsdnivaNcyly7gaw9JHDssgpg%3d%3d 3/24121, 11:36 AM
Page 1 of 3
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
10/06/2020
Date Validated
10/15/2020
Date Pending FBC Approval
10/25/2020
Date Approved
12/15/2020
Summary of Products
FL # Model, Number or Name Description
17796.1 01: 24ga 1.5" Nail Strip over
Plywood
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-116
Other: Refer to evaluation report
17796.2 02: 24ga 1.5" Snap Lock over
Plywood
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-116
Other: Refer to evaluation report
24ga (min) 1.5" nail strip standing seam panel over 15/32"
(min) plywood
Installation Instructions
FL17796 R2_II_24ga_1.5 Nailstrio_plywood.odf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL17796_R2 AE 24ga 1.5 Nailstrio_p»ywood.odf
Created by Independent Third Party: Yes
24ga (min) 1.5" snap lock standing seam panel over 15/32"
(min) plywood
Installation Instructions
FL17796 R2_II 24ga_-%5_Snaplock_pl� w, ood.ndf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL17796_R2_AE_24ga_1.5_SSnapLock_pl w o df
Created by Independent Third Party: Yes
17796.3 03: 032 Aluminum 1" Mechanical
Nominally 0.032" aluminum (or thicker) 1" mechanical lock
Lock on Plywood
standing seam panel on 15/32" (min) plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL1779 _&Z_LI_032_1.0_Mechanical—plywgod.pdf
Approved for use outside HVHZ: Yes
! Verified By: David Eng, PE 81377
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-101
Evaluation Reports
Other: Refer to evaluation report
FL17796_I92_&E 032 1.0 Mechanical_pjywood.odf
Created by Independent Third Party: Yes
17796.4 04: 24ga 1.0" Nail Strip on Plywood
24ga (min) 1.0" nail strip standing seam panel over 15/32"
(min) plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
J FL17796_BRII_249a_IO_(y trip plywood nonHVHZ.pdf
Approved for use outside HVHZ: Yes
9 Verified By: David Eng, PE 81377
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +N/A/-153.5
Evaluation Reports
Other: Refer to evaluation report
FL1779Q_R2_LE_Z4ga_I.0_Nailstrip_plywood_nonHVHZ.pdf
Created by Independent Third Party: Yes
17796.5 05: 24ga 1.0" Snap Lock over
Plywood
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-131
Other: Refer to evaluation report
06: 26ga 5V Crimp on Plywood
24ga (min) 1.0" snap lock standing seam panel over 15/32"
(min) plywood
Installation Instructions I
FL17796_R2_iI_24ga_1.00_SnapLo _pj wY ood•,odf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL17796__R2 AE 24ga j,,0 SnapLock pjywood.ndf
Created by Independent Third Party: Yes
26ga (min) 5V Crimp exposed fastener panel on 15/32" (min) I
plywood
https:llfloridabuilding.orglpripr_app_dti.aspx?param=wGEVXQw...%2bbt23mL8HofiKv7zYVGsdnivgNcyly79aw9JHDssgpg % 3dOlo3d 3/24/21, 11:36 AM
Page 2 of 3
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes rLi7796_ JI_= : _5VCrimp __rvigod.pd
Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 j
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-156.5 Evaluation Reports
Other: Refer to evaluation report FRI779 _$2_AE__Zkga_5VCrimR_p-yv -gd Ddf
Created by Independent Third Party: Yes
i o
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Cog y fight 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487.1395. -Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter
455, F.S., please click here .
Product Approval Accepts:
El IT] E_ r ] MW
Safe
26ga 5VCrimp
26 gauge (min) 5VCrimp 15/32" plywood
Florida Product Approval Number 17796.06-112
Am,lmmc
.1. ETAL
of Vero Beach, Inc.
Manufacturer:
Atlantic Metal II of Vero Beach, Inc
4310 45th Street, Vero Beach, FL
www.atianticmetal2.com
(772) 257-5730
Metal Roofing Panels • Metal Roofing
Accessories • Custom Metal Fabrication
Product: Exposed fastener panel with nominal rib height of 0.375" and 24" coverage.
Material: 26ga or thicker steel with yield strength of at least 50ksi, and corrosion resistance per FBC
1507.4.3.
Fastener: #9 x 1.5" fastener with sealing washer, compliant with FBC 1506.6.
Substrate/Deck: Minimum 15/32" thick plywood.
Underlayment: Comply with FBC 1507.1.1 /1518.2 where required.
Fire Barrier: Comply with FBC 1516.1 and 1516.2 where required.
Slope: Comply with FBC 1507.4.2/FBC 1515.2 where required.
Max. A11owab.1eJLqads & Installation Requirements:
Method A: 108.5 sf Install #9 x 1.5" fastener in 12"-12" pattern at
12' o.c.
Method B: 156.5psf I Install #9 x 1.5" fastener in 12"-12" pattern at
6" o.c.
Factor of Safety of 2.0 applied to calculate allowable loads.
Compliance statement: This product as described has demonstrated compliance with Florida Building
Code 2020, Section 1504.3.2 (non-HVHZ) and 1518.9.1/1523.6.5.2.4 (HVHZ), as required by Rule
61 G20-3, method 1 D
Evaluated By:
David Eng, PE
Timberlake Cove, LLC
\�� ��D E• '�,��
3324 W Univ. Ave # 206,
Gainesville FL 32607
QP '��GENSF
PE Lic. No: 81377
David E Eng
CA Lic. No: 33344
-
2020.10.07
No. 81377
www. i irriber'LakeCove.com - =
00:21:56+01 '00'-
_ *
This item has been digitally signed and
411;
OF
sealed by D.E Eng. PE. on the date
��0 STATE �4/
indicated. Printed copies of this documentFCORIOP•
are not considered signed and sealed and
' GN
i�ss/ANAL
the signature must be verified on any
I \
electronic copies
r fill 0
AMIL
IATIIANTIC
r
TAL
Technical Documentation: of Vero Beach, Inc.
This product has been tested to the TAS 125/UL 580 standard by Force
Engineering (TST-5328), report 1 15-0127T-07A-C and to TAS 100 by
Farabaugh Engineering and Testing (TST-1654), report T130-07. As referenced in FL
17796.06-R1
Certification of Independence: David Eng, PE and Timberlake Cove, LLC do not have, nor
will acquire a financial interest in any company manufacturing or distributing products under
this evaluation. The same entities do not have, nor will acquire, a financial interest in any
other entity involved in the approval process of the product.
Exclusions & Limitations: Design of deck and roof structure (to include deck attachment)
shall be completed by others. Fire classification and shear diaphragm design are outside the
scope of this evaluation. Accelerated weathering/salt spray is outside the scope of this
evaluation. Installation shall be subjectto the local building code and authority having
jurisdiction; this report shall not be construed to supersede local codes in force.
This report is limited to compliance with structural wind load requirements of FBC 1504.3.2,
as required by Rule 61 G20-3. Neither Timberlake Cove nor the manufacturer shall be
responsible for any conclusions, interpretations, or designs made by others based on this
evaluation report. This report is limited solely to documenting compliance with Rule 61 G20-
3, and makes no express or implied warranty regarding performance of this product.
Design Process: The load tables in this report provide several prescriptive options for the
fastening requirement for the applicable wind loads for roofs within the parameters
described. For roofs outside of the listed parameters, design wind loads shall be determined
as required by FBC 1609, ASCE 7, or other design code in force, using allowable stress.
These load tables are based on ASCE 7-16. Use of these tables assumes that the structure is:
• Enclosed and conforms to wind-borne debris provisions and is a regular shaped building
• Is not subject to across -wind loading, vortex shedding, or instability; nor does it have a site
location for which channeling or buffeting warrant consideration
Engineering analysis may be completed by other licensed engineers for project specific
approval by local authorities having jurisdiction
Load Tables: NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone concept. For the load tables
below, the worst case was taken for each zone and reported using the standard zones 1-2-3:
Zone 1 includes zones 1 and 1'
Zone 2 includes zones 2e, 2r, and 2n
Zone 3 includes zones 3e and 3r
Combining these zones creates a clear, simple scheme, at the expense of some design
efficiency. Contact the manufacturer for further information, or consult a licensed design
professional.
2 1
2
2 1 2
2
NIC
.l ETAL
of Vero Beach, Inc.
2 3
1 2 Instructions:
r Select the appropriate load table that applies to the
2 3 _ a structure in question.
2
1 1 2
2
i a ;,131 2 2 3
-
-+' a— HIP ROOF GABLE ROOF a_ a
a10%OF LEAST HOIZONTAL DIMENSION OR 0 «. WHICHEVER IS SMALLER. BUT NOT
LESS THAN EITHER.!'GLEAS'HORIZCNTA.DIMENSIC:NORiT=—.1:
ORASDETERMNt.-.:
ROOF ZONES FOR GENERIC BUILDING
Use this load table for structures which meet the following criteria:
Are located in Exposure B area
Have either a flat roof, or gable/hip roof with max slope of 12:12
Have a mean Roof Height of 30 feet or less
Determine the design wind speed for the project
location.
r
i Use the attachment method indicated for that
windspeed within each roof zone.
See Note on previous page.
Use this load table for structures which meet the following criteria:
Are located in B, C, or D exposure area
Have either a flat roof, or gable/hip roof with max slope of 12:12
Have a mean Roof Height of 30 feet or less
FL17796.06: 26
a SVCrimp
on 16132" Plywood
FL17796.06: 26
a 5VCrim
on 15/32" Plywood
Wind 105
110
120
130
140
150
16
,170
180 190
200
Wind 105
110
120
130
140
160
160 170
180 190 20
Zone 1: A
A
A
A
A
A
A
A
A A
A
Zone 1: A
A
A
A
A
A
A A
A B E
Zone 2: A
A
A
A
A
A
A
A
A A
S
Zone 2: A
A
A
A
A
B
B B
B
Zone 3: A
A
A
A
A
A
A
A
B B
B
Zone 3: AAA
A
B
B
B
Use this load table for structures which meet the following criteria:
Are located in Exposure B area
Have either a flat roof less than 7°, hip roof with
max slope of 12:12, or gable roof with slope between 4.4:12 & 12:12
Have a mean Roof Height of 30 feet or less
Use this load table for structures which meet the following criteria:
Are located in B, C, or D exposure area
Have either a flat roof less than 7D, hip roof with
max slope of 12:12, or gable roof with slope between 4.4:12 & 12:1
Have a mean Roof Height of 30 feet or less
FL17796.06: 26
a Mrirng
on 15/32" Plywood
FL17796.06: 26
a Mrirng
on 15132" Plywood
Wind 106
110
120
130
140
160
160
170
180 190 200
Wind 105
110
120
130
140
150
160
170
180 190 20
Zone 1: A
A
A
A
A
A
A
A
A A A
Zone 1: A
A
A
A
A
A
A
A
A B E
Zone 2: A
A
A
A
A
A
A
A
A A A
Zone 2: A
A
A
A
A
A
A
B
B B
Zone 3: A
A
A
A
A
A
A
A
A B B
Zone 3: A
A
A
A
A
B
B
B
METHOD A- 12" OC I METHOD B: 6" OC
12"
X 1-12" FASTENER WITH SEALING WASHER
NR: NOT RATED
CONSULT DESIGN PROFESSIONAL AS
NECESSARY