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W OFFICE -OF THE FL # FL17796-Rl
SECRETARY
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived O
Product Manufacturer Atlantic Metal II of Vero Beach
Address/Phone/Email 4020 43rd Avenue
Vero Beach, FL 32960
(772) 257-5730
FLvalidation@yahoo.com
Authorized Signature William Lasky
FLvalidation@yahoo.com
Technical Representative
Address/Phone/Email
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
0 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the LOCKE BOWDEN
Evaluation Report
Florida License PE-49704
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 06/11/2025
Validated By Zachary R. Priest, P.E.
G Validation Checklist - Hardcopy Received
Certificate of Independence FL17796 R1 COI FL 17796 1.0 Nail Strip 24GA over 15 32 Plywood -
2017 Code RR.12df
Referenced Standard and Year (of Standard) Standard Year
TAS 100 1995
TAS 125 2003
TAS110 2000
UL1897 2012
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2bbt23mL8HofjjKv7zYVGsdytxRV640WjfC3zOhF3BRA%3d%3d 1/3
11/19/2019
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
01/24/2018
02/14/2018
02/20/2018
04/10/2018
FL # Model, Number or Name Description
17796.1 1 1/2" Nail Strip 1 1/2" Nail Strip 15 1/2" Wide over 1/2" Plywood - HVHZ.
Complianr with FBC 2017 6th ed.
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-116.OPSF
Other: 78.5 psf @ 11" o.c. -116.0 psf @ 6 1/2" o.c. Install per
manufacturers details. For use in HVHZ Zones.
17796.2 11 1/2" Snap Lock
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-101.OPSF
other: -86.0 psf @ 24" o.c. -108.5 psf @ 12" o.c. -116.0 psf
@ 6" o.c. Install per manufacturers details. For use in HVHZ
Zones.
17796.3 1 1" Mechanical Lock
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-101.OPSF
Other: -63.5 psf @ 24" o.c. -101.0 psf @ 6" o.c. Install per
manufacturers details. For use in HVHZ Zones.
Installation Instructions
FL17796 RI II FL 17796 1.5 Nail Strip 24GA over Plywood -
2017 Code RR.pdf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17796 RI AE FL 17796 1.5 Nail Strip 24GA over Plywood -
2017 Code RR.pdf
Created by Independent Third Party: Yes
1 1/2" Snap Lock 24 Ga. over 16" Wide 1/2" Plywood
Installation Instructions
FL17796 R1 II FL 17796 1.5 Snap Lock 24GA SS over
Plywood - 2017 Code RR.pdf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17796 R1 AE FL 17796 1.5 Snap Lock 24GA SS over
Pi wood - 2017 Code RR.pdf
Created by Independent Third Party: Yes
1" Mechanical Lock 0.032" Aluminum 16" Wide over 1/2"
Plywood
Installation Instructions
FU7796 RI II FL 17796 1.0 Mechanical Lock .032 or .040
Alum - 2017 Code RR.pdf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17796 R1 AE FL 17796 1.0 Mechanical Lock .032 or .040
Alum - 2017 Code RR.pdf
Created by Independent Third Party: Yes
117796.4 1 1" Nail Strip 11" Nail Strip 24 Ga. 16" Wide over 1/2" Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +N/A/-153.5PSF
Other: -59.75 psf @ 16" o.c. -101.0 psf @ 6 3/4" o.c. -153.5
psf @ 6 3/4" 6.c. 12" o.c. Install per manufacturers details. Not
for use in HVHZ Zones.
Installation Instructions
FL17796 RI II FL 17796 1.0 Nail Strip 24GA over 15 32
Pywood - 2017 Code RR.pdf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17796 RI AE FL 17796 1.0 Nail Strip 24GA over 15 32
Plywood - 2017 Code RR.pdf
Created by Independent Third Party: Yes
117796.5 1 1" Snap Lock 1 1" Snap Lock 24 Ga. 17" Wide 1/2" 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.OPSF
other: -67.3 psf @ 24" o.c. -131.0 psf @ 6" o.c. Install per
manufacturers details. For use in HVHZ Zones.
Installation Instructions
FL17796 R1 II FL 17796 1.0 Snap Lock 24GA SS over
Plywood - 2017 Code RR.pd[
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17796 RI AE FL 17796 1.0 Snap Lock 24GA SS over
P1Ywood - 2017 Code RR.g_df
Created by Independent Third Party: Yes
17796.E 15V Crimp 26 Ga. 5V Crimp Roof Panel over Plywood
wits of Use Installation Instructions
App I � use in HVHZ: FL17796 RI II FL 17796 5V Crimp 24GA or 26GA Min, Thru
Approved for use outside HVHZ: Yes Fastened over Plywood - 2017 Code RR.pff
Impact Resistant: N/A Verified By: Locke Bowden, P.E. 49704
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgs%2bbt23mL8HofjjKv7zYVGsdytxRV640WTjfC3zOhF3BRA%3d%3d 2/3
11/19/2019
Florida Building Code Online
Design Pressure: +N/A/-156.5PSF I Created by Independent Third Party: Yes
Other: -108.5 psf @ 12" o.c. -156.5 psf @ 6" o.c. Install per Eva9uation Reports
manufacturers details. For use in HVHZ Zones. FL17796 R1 AE FL 17796 5V Crimp 24GA or 26GA Min. Thru
Fastened over Plywood - 2017 Code RR.pdf
i Created by Independent Third Party: Yes
i
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy atatement :: 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 emalls
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:
® ® ® e___ -zzc
Credit•
Safe
securiMM TRICS•
hftps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs%2bbt23mL8HofjjKv7zYVGsdytxRV640WTjfC3zOhF3BRA%3d%3d 3/3
4310 45t' Street
Vero Beach, FL 32966
(772)257-5730
,Florida Pfoduct Approval #17796, Sub -Category: Metal Roofing Method: 1:13,
Compliant with Florida Building Code 2017 (6t' ed.)
Compliant with Florida Product Approval Rule #8 61G20-3
Compliant Quality Assurance Program: keystone Cerifications
FBC Sections:. 1504.3.2, 1506, 1507.4.3, 1517,1518.9, 1523.6.5.2.4 Underlayment: See Section 1507, Table 1507.1.1
24GA steel FOR HVHZ: ASTM A653 G90 FOR NON-HVHZ: ASTM A792 unpainted or painted w/ Valspar Fluropon See Table 1507.4.3(2)
15 %" Wide Female Rib: 1'W tall Male Rib: %" tall rib w/ slotted strip Panel Seam: Snap Lock
Panel Fastener: Corrosion resistant Compliant; ALL to penetrate min. %" through plywood Min. 50ksi
Through Panel Slot: (1) #12-11 -- 1" tall Pancake Type A In Pan of Panel: (2) #10-11 x 1" Eclipse Head Type A
FOR HVHZ Construction 19/32" or greater APA Plywood or wood plank. In reroofing applications add 15/32" plywood where roof
is less than 19/32" thick (min. 15/32") the attachment of the decking shall be no less than 813 annual ring shank nails@ 6"o.c.
FOR NON-HVHZ Construction: min. 15/32" APA Plywood over supports at max. 24" o.c.
Fire Barrier: Any approved fire barrier having a current NOA.
-*Desien Pressure: I Panel Slot Fastener S@acinLr: I Panel Pan Fastener SRaacinR:
-78.5 PSF 11" O.C. N/A
-116 PSF 6 %11 O.C. 12" O.C.
24GA steel FOR HVHZ:-ASTM A653 690 FOR NON-HVHZ: ASTM A792 unpainted or painted wr/ Valspar Fluropon See Table 1507.4.3 (2)
16" Wide Rib: 1 %" Panel Seam: Snap Lock Roof Panel Clip:1500SNS, Fixed,18GA, 3 %" Long Min. 50ksi
Corrosion Resistant Clip Fastener: (2) #12-11 Pancake Type A to penetrate min. %" thru plywood.
FOR HVHZ Construction:19/32" or greater APA Plywood or wood plank. In reroofing applications add 15/32" plywood add 15/32"
plywood where roof is less than 19/32" thick (min. 15/32") the attachment of the decking shall be no less than 8D annual ring
shank nails @ 6"o.c.
FOR NON-HVHZ Construction: mien. 15/32" :SPA Plywood over supports at max. 24" o.c.
Fire Barrier: Any approved fire barrier having a current NOA.
* Design Pressure: Clip Spacing: Fasteners per Clip:
-86.0 PSF 24" O.C. 2
-109.5 PSF 12" O.C. 2
.116.0 6" O.C. 2
.03r-- or .040" Aluminum?, 3105 H-24 unpainted or painted with Valspar Fluropon conforming to FBC 2017 6" ed. Min. 22.7 ksi
16" Wide Rib Height: 1" Panel Seam: 180• Seam, Double Lock w/ mechanical seamer
Roof Panel Clip: UC-3 Stainless Steel Butterfly Clip Assembly, Two -Piece Slider
Corrosion Resistant Clip Fastener: (2) #12-11 x 1" Pancake Type A to penetrate min. %" thru plywood
FOR HVHZ Construction: 19/32" or greater APA Plywood or wood plank. In reroofing applications add 15/32" plywood where roof
is less than 19/32" thick (min. 15/32") the attachment of the decking shall be no less than 81) annual ring shank nails @ 6"o.c.
FOR NON-HVHZ Construction: min. 15/32" APA Plywood over supports at max. 24" o.c.
Fire Barrier: Any approved fire harrier having a current NOA.
"Design Pressure: Clip Spacing: Fasteners per Clip:
.63.5 PSF 24" O.C. 2
-101.0 PSF 6" O.C. 2
24GA Steel, conforming to FBC 2017 G' ed. Yield Strength: Min. 50 ksi Self -adhered roofing underlayment min. 40 mil thickness.
16" Wide Female Rib: I" tall klale Rib: %" tall rib w/ slotted strip Panel Seam: Snap Lock
Panel Fastener: Corrosion Resistant Compliant; ALL to penetrate %" min. through plywood
Through Panel Slot: (1) #10-13 x 1" GP Pancake Type A In Pan of Panel: (2) #10-11 x 1" Eclipse Head Type A
Substrate: Min. 15/32" APA Plywood over supports at max. 2e o.c. Min. slope shall comply w/ FBC 2017 61 ed.
"Design Pressure:
Panel Slot Fastener Spacing:
Panel Pan Fastener Spacing:
-59.75 PSF
16" O.C.
N/A
-101.0 PSF
6 %" O.C.
N/A
-153.5 PSF
6 %" O.C.
3.2" O.C.
FL 1,7796 1 Lbck 24GA• Roof Panel Over ••• NoAp'pon
24GA steel FOR HVHZ: ASTM A653 G90 FOR NON-HVHZ: ASTM A792 unpainted or painted w/ Valspar Fluropon See Table 1507.4.3 (2)
17" Wide Rib Height: 1" Panel Seam: Snap Lock Roof Panel Clips:1000SNS, Fixed, 18GA, 3 W Long
Corrosion Resistant Clip Fastener: (2) #12-12 Pancake Head Type A to penetrate min. W through plywood Min. 50ksi
FOR HVHZ-Construction: 19/32" or greater APA Plywood or wood plank. In reroofing applications add 15/32" plywood where roof
is less than 19/32" thick (min.15/32") attachment of the decking shall be no less than 8D annual ring shank nails @ 6"o.c.
FOR NON-HVHZ Construction: min.15/32" APA Plywood over supports at max. 24" o.c.
Fire Barrier: Any approved fire barrier having a current NOA. Min. slope shall comply w/ FBC 2017 Wh ed.
**Design Pressure: I CIiD Soacine: I Fasteners per Clio:
1 -67.3 PSF 1 24" O.C. 1 2 1
24GA steel FOR HVHZ: ASTM A653 G90 FOR NOR!-HVHZ: ASTM A792 unpainted or painted w/ Valspar Fluropon See Table 1507.4.3 (2)
24" Wide Rib Height: 3/8" major rib Min. 50ksi Fire Barrier: %" Georgia Pacific "Dens Deck" or approved equal.
FOR HVHZ Construction: 19/32" or greater APA Plywood or wood plank. In reroofing applications add 15/32" plywood where roof
Is less than 19/32" thick (min.15/32") the attachment of the decking shall be no less than 80 annual ring shank nails @ 6"o.c.
FOR NON-HVHZ Construction: Min. 15/32" APA Plywood over supports at max. 24"o.c. Min. slope shall comply w/FBC 2017 61 ed.
*'"Design Pressure:
Fastener Pattern:
Fastener Spacing:
-108.5 PSF
Panel Rib
12" O.C.
-156.5 PSF
Panel Rib
6" O.C.
Reference ®ata: TAllrNUIYYK9330LI I;11V1.LUIJ=A MrtI r nrIANUIIV Vr 6:l
Force Engineering & Testing (TST-5328)
72-0190T 07
TAS 125-03 (UL 580-061/UL 1897-122)
Farabaugh Engineering & Testing.(TST-1564)
T349-07
TAS 100.95
PRI Asphalt Technologies
TAS 110-00 (ASTM G 155/ASTM B 117)
Force Engineering & Testing (TST-5328)
72-0180T-07
TAS 125-03 (UL 580-061/1.11. 1897-122)
Farabaugh Engineering & Testing (TST-1654)
T107-07
TAS IOD-95
Force Engineering & Testing (TST-5328)
72-0191T-07
TAS 125-03 (UL 58D-061/UL 1897-122)
Farabaugh Engineering & Testing (TST-1654)
T232-07
TAS 100-95
Force Engineering & Testing (TST 5328)
72-0314T-06
UL 580-941/UL 1897-122
Farabaugh Engineering & Testing (TST-1654)
T158-07
TAS 100-95
Force Engineering & Testing (TST-5328)
72-021OT-07
TAS 125-03 (UL 580-061/UL 1897-122)
Farabaugh Engineering & Testing (TST-1654)
T233-07
TAS 100-95
Force Engineering & Testing (TST-5328)
115-0172T-07 A-C
TAS 125-03 (UL 5M061/UL 1897-1221
Farabaugh Engineering & Testing (TST 1654)
T130-07
TAS 100-95
T215-08
TAS 10D-95
1, UL 580-94 test standard is equivalent to UL 580-06 test standards.
Z UL 1897-98 test standard is equivalent to UL 1897-12 test standards.
Limitations:
1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6TM ed.. see Chart 1507.1.1
2. Minimum slope to be compliant with Florida Building Code 2017 0 ed., and per with Manufacturer's installation reference.
3. Products are compliant with State of Florida product approval per Rule 61G20-3. Compliance. Method: 1-1)
4. Engineering analysis for "project specific approval by local authority's w/Jurisdiction is allowed by other registered engineers.
S. Fire classification is not part of this acceptance. shear diaphragm values are outsidethis report.
6. Support framing in compliance w/FBC 2017 6th ed., Chapter 22 Steel, Chapter 23 Wood and Chapter 16 Structural Loading.
7. This report does not imply warranty, installation, recommendedproduct use outside of this report.
Certificate of Independence:
Locke Bowden, P.E. does not have, not will acquire a financial interest in any company manufacturing or distributing products
under this evaluation.
Locke Bowden, P.E. is not owned, operatgA4J tVMitfNv4py any company, manufacturer or distributing products under report.
Locke Bowden, P.E
FL Reg. no. 49704
.0
10 STATE OF
LORI�A••G�.`�
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ATLANTIC LANTIC METAL II OF VERO BEACH, INC.
5V Crimp 24GA or 26GA Min. Thru Fastened over Plywood — INSTALLATION DETAILS
6-V GRiNIP EXPOSED FASTENER S�ISTENI 12" Q.C. %4A1N FIELD
. b" O.C. PE, RI•11AETEIZ
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ISOMETRIC VIEW OF
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. - 5-V MM.P PANEL
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ATLANTIC METAL II OF E'ER® BEACH, INC.
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