HomeMy WebLinkAbout5V GULF5/22/2020
Florida Building Code Online
,
BCIS Rome "Log In User Registration HotTopics Submit Surcharge Stats & Facts Publications Contact Us 8CIS Site MapLinks Search, .'
ba
pApproval
4rodlUct
USER: Public User
Praduct Approval Menu > Product or Application Search > Application List > Application Detail
QA
" FL # FL11651-R3
Application Type PP YP Revision
Code Version 2017
Application Status Approved
Comments 4v 1
Archived TX
tA
Product Manufacturer Gulf Coast Supply & Manufacturing, LLC.
Address/Phone/Email 4020 S. W. 449th Street
Horseshoe Beach, FL 32648
(352) 498-0778
info@gulfcoastsupply.com
Authorized Signature Eng David
info@g u ifcoastsup ply.com
Technical Representative David Eng
Address/Phone/Email 14429 SW 2nd PI
Ste G30
Newberry, FL 32669
(352) 498-0778
info@gulfcoastsupply.com
Quality Assurance Representative David Eng
Address/Phone/Email 14429 SW 2nd Pi
Ste G30
Newberry, FL 32669
(352) 498-0778
david.eng@gulfcoastsupply.com
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 the Daniel S. Kuhn
Evaluation Report
Florida License PE-75519
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 04/12/2024
Validated By Locke Bowden RE.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
FL11651 R COI Certoflndependence 2017-10-09.pdf
5t�dard
Year
FM 4471
1992
TAS 100
1995
TAS 110
2000
TAS 125
2003
UL1897
2012
UL 580
2006
https.Ittoridabuilding.orglprlpr_app dtl.aspx?param=wGEVXQwtDgsQFc5K%2fTrZeCSHgw99R5wgrf90EegvkzBZ4cWkSTfwnA%3d%3d 1/5
5122/202D
Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending F13C Approval
Date Approved
Summary of Products
Go to Page {0
Method 1 Option D
10/10/2017
10/12/2017
10/17/2017
12/12/2017
0 4# Page 1/ 2 0 0
FL # ' Model, Number or Name
Description
11651.1 0.032" Aluminum 5V Crimp
Min 0.032" 5 V Crimp Aluminum Roof Panel over 15/32"
Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11651 R3 II FL11651 1 R3 Metai-,.Roof Panel Detail -
signed.pdf
Approved for use outside HVHZ: Yes
j Impact Resistant: N/A
Verified By: Dan Kuhns P.E- 75519
Design Pressure: +N/A/-108.5PSF
Created by Independent Third Party; Yes
Other: -108.5 psf @ 12" o.c, Instal€ per manufacturers details. I
Evaluation Reports
i Not for use in HVHZ Zones.
FL11651 R3 AE FL11651 1 R3 0325vCrimp IS-
32Plywood NonHVHZ-signed.pdf
Created by Independent Third Party: Yes
11651.2 0.032" Aluminum Gulf Lok Min 0.032" Aluminum Gulf Lok 16" Wide Roof Panel over
15/32" Plywood
Limits of Use
installation Instructions
Approved for use in HVHZ: No
FL11651 R3 II FL116SI 2 R3 Metal Roof Panel Detaii-
Approved for use outside HVHZ: Yes j
signed,pdf
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-116.OPSF
Created by Independent Third Party: Yes
Other: -52.5 psf @ 5 3/16" o.c, fastener spacing. -116.0 psf
Evaluation Reports
@ 5 3/16" o.c. fastener spacing. Install per manufacturers
FL11651 R3 AE FL11651 2 R3 032Gu€fLok 16 15-
details. Not for use in HVHZ Zones.
32Plywood NonHVHZ-sfgned.pdf
Created by Independent Third Party: Yes
11651,3 1" 24ga. Gulf Snap ;
1" Gulf Snap 24 Ga. 17" wide Roof Panel over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL11651 R3 II FL11651 3 R3 Metal Roof Panel Detail- i
Approved for use outside HVHZ: Yes
signed.pdf €
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/--131.OPS
Created by Independent Third Party: Yes
Other: -67.3 psf @ 24" o.c. clip spacing. -131 psf @ 6" o.c.
Evaluation Reports
clip spacing. Install per manufacturers details. For use in HVHZ '
FL11651 R3 AE FL11651 3R3 1 24GulfSnap 17 15-
Zones. 3
32Plywoo,__-9d HVHZ-�jgned.pdf
Created by Independent Third Party: Yes
11651.4 i 1" 24ga. VersaLoc
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ; Yes
Impact Resistant: N/A
Design Pressure: +N/A/-138.5PSF
Other: -71 psf @ 24" o.c. clip spacing. -138.5 psf @ 6" o.c.
dip spacing. Install per manufacturers details. For use in HVHZ
Zones,
1" VersaLOC 24ga 16.5" Wide Roof Panel over 15/32" Plywood
Installation Instructions—
FL11651 R3 II FL11651 4 R3 Metal Roof Panel Detail-
sigred. pdf
Verified By: Dan Kuhn, RE. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 4 R3 24VersaLoc SA 16,5 15-
32Plywood HVHZ-signed.pdf
Created by Independent Third Party: Yes
11651.5 1" VersaLoc .032" Aluminum V VersaLoc min .032" Aluminum aver 15/32" Plywood
Limits of use Installation Instructions
Approved for use in HVHZ: Yes F111651 R3 II FL11651 5 R3 Metal Roof Panel Detail -
Approved for use outside HVHZ: Yes I signed.pdf
Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-101.OPSF Created by Independent Third Party: Yes
Other: -63.3 psf @ 24" o.c. clip spacing. -101.0 psf @ 6" o.c. 'Evaluation Reports
hops:l/floridabuilding.orglprlpr app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2fFrZeCSHgw99R5wgrf90EegvkzBZ4cWkSTfwnA%3d%3d 2/5
5122/2020
Florida Building Code Online
clip spacing. Install per manufacturers details. For use in HVHZ
Zones.
FL11651 _R3 AE FL11651 5 R3 lin 032Versal-oc SR 16 :5-
32Plywoo HVHZ-signed.pdf
Created by Independent Third Party: Yes
11651.6 1 1.5" 24ga. Gulf Snap
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: -86.0 psf @ 24" D.C. dip spacing. -108.5 psf @ 12" o.c.
clip spacing. -116.0 psf @ 6" D.C. clip spacing. Install per
manufacturers detals. For use in HVHZ Zones.
11651.7 1 1.5" 24ga. VersaLoc
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-123.5PSF
Other: -59.75 psf @ 24" o.c. clip spacing. -123.5 psf @ 12"
o.c. clip spacing. Install per manufacturers details. For use in
HVHZ Zones.
11651.8 12" 24ga. MegaLoc
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-108.5PSF
Other: -71.0 psf @ 24" o.c. clip spacing. -108.5 psF @ 12" o.c.
clip spacing. Install per manufacturers details. Not for use in
HVHZ Zones.
11651.9 ! 24 Ga. Gulf Lok
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-96.7PSF
Other: -81.75 psf @ 10-1/4" D.C. fastener spacing. -96.76 psf
@ 5-1/8" D.C. fastener spacing.-121.75 psf @ 5-1/8" fastener
spacing. -161 psf @ 5-1/8" fastener spacing. Install per
manufacturers details. Not for use in HVHZ Zones.
1.5" Gulf Snap 24ga. 16" wide Roof Panel over 15/32" Plywood
Installation Instructions
FL11651 R3 11 FL11651 6 R3 Metal Roof Panel Detail-
signed.pdf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 6 R3 1 5 24Gu1f5nnp 16 15-
32Plywood HVHZ-signed.pdf
Created by Independent Third Party: Yes
1.5" VersaLoc min 24ga. 16" wide Roof Panel over 15/32"
Plywood
Installation Instructions
FL11651 R3 II FL11651 7 R3 Metal, Roof Panel ,Detail-
signed.pdf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 7 R3 1 5„,24Versal-oc 16 15-
32Plywood HVHZ-signed pdf
Created by Independent Third Party: Yes
Min 24 Ga. 2" MegaLoc 18" wide Roof Panel over 15/32"
Plywood
Installation Instructions
FL11651 R3 II FL11651 8 R3 Metal ,.Roof Panel Detail-
signed.pdf
Verified By: Dan Kuhn, RE, 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL116SI 8 R3 24Versal-oc 18 15-
32Plywood NonHVHZ-sisisigned.pLf
Created by Independent Third Party: Yes
Min 24 Ga. Gulf Lok 16" Wide over 15/32" Plywood
Installation Instructions
FL11651 R3 II FL11651 9 R3 Metal Roof Panel Detail-
signed.pdf
Verified By: Dan Kuhn, RE. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 9 R3 24GulfLok 16 15-
32Plywood NonHVHZ-signed.pdf
Created by Independent Third Party: Yes
11651.10 24 Ga. Gulf Seam
Min 24 Ga. Gulf Seam 16" Wide Roof Panel over 1x4 Wood
Purlins over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL11651 R3 II FL11651 10 R3 Metal Roof Panel Detail -
signed.pdf
Verified By: Dan Kuhn, RE-. 75519
Impact Resistant: N/A
Design Pressure: +N/A/-93.5PSF
Created by Independent Third Party: Yes
Other: -93.5 psf @ 18" D.C. Install per manufacturers details.
Not for use in HVHZ Zones.
Evaluation Reports
FL11651 R3 AE FL11651 10 R3 24Gulf5eam 16 1x4 15-
32Plywood NonHVHZ-signed.pdf
Created by Independent Third Party: Yes
11651.11
24 Ga. Gulf Seam
Min 24 Ga. Gulf Seam, 1 3/4" Snap Lock, 18" Wide Roof Panel
over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11651 R3 II FL11651 11 R3 Metal Roof Panel Detail -
Approved for use outside HVHZ: Yes
signed. pdf
Impact Resistant: N/A
Verified Dan Kuhn, RE. 75519
Design Pressure: +N/A/-108.5PSF
Other:
Created by Independent Third Party: Yes
-69.25 psf @ 24" o.c. clip spacing. -108.5 psf @ 12"
Evaluation Reports
i o.c. clip spacing. Install per manufacturers details. Not for use
in HVHZ
FL11651.. R3 AE FL11651 _11 R3 24Gu]fSeam 18 15-
2PIyw od NonHVHZ-signed.pdf
Zones.
Created by Independent Third Party: Yes
111651.12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15132" Plywood
Limits of use
Approved for use in HVHZ: Yes
Installation Instructions
FL11651 R3 II FL11651 12 R3 Metal Roof Panel Detail-
https://floridabuilding_org/prlpr app_dti.aspx?param=wGEVXQwtDgsQFc5K%2fTrZeCSHgw99R5wgrf9OEegvkzBZ4cWkSTfwnA%3d%3d 315
5/22/2020
Florida Building Code Online
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-156.5PSF
Other: -108.5 psf @ 12" o.c, fastener spacing. -156.5 psf @
6" o.c. fastener spacing. Install per manufacturers details. For
use in HVHZ Zones.
11651.13 — —` 26 Ga. 5V Crimp
Limits of Use Installatron Instructions -- —
Approved for use in HVHZ: No FL11651 R3 II FL11651 13 R3 Metal Roof Panel Detail -
Approved for use outside HVHZ: Yes 5ignecl.pj f
Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-131.PSF iCreated by Independent Third Party: Yes
Other: -94,25 psf @ 16" o.c. fastener pattern. -131.0 psf @ Evaluation Reports
16" o.c. fastener pattern. Install per manufacturers details. Not ' FL11651 R3 AE FL11651 13 R3 265vCrimp 15-
for use in HVHZ Zones. � 32Plywood NonHVHZ-signed.pdf
Created by Independent Third Party: Yes
signed.pdf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 12 R3df 265vCr€mp 15-
32Pfywood HVHZ-signed.p
Created by Independent Third Party: Yes
11651.14 i 26 Ga. SV Crimp
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-156.5PSF
Other: -108.5 psf @ 12" ox, fastener spacing. -156.5 psf @
6" ox, fastener spacing. Install per manufacturers details. For
use in HVHZ Zones.
11651.15 ; 26 Ga. Gulf Lok
? Limits of Use --
j Approved for use in HVHZ: Yes
E Approved for use outside HVHZ: Yes
E Impact Resistant: N/A
Design Pressure: +N/A/-161.0PSF
Other: -63,5 psf @ 5 3/16" o.c. fastener spacing.-121.75 psf
@ 5 3/16" spacing. -161.0 psf @ 5 3/16" o.c. fastener spacing.
Install per manufacturers details. For use in HVHZ Zones.
' 11651,16 26 Ga. Gulf Lok
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-63.5PSF
Other: -63.5 psf @ 5 3/16" o.c, fastener spacing.-121.75 psf
@ 5 3/16" fastener spacing. -161 psf @ 5 3/16" fastener
spacing. Install per manufacturers details. Not for use in HVHZ
Zones.
11651.17 26 Ga. GulfPBR
Limits of Use �-
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-154.7PSF
Other: -59,25 psf @ 24" o.c. fastener pattern.-154.75 psf @
12" o.c. fastener pattern. Install per manufacturer details. Not
for use in HVHZ
11651.18 j 26 Ga. GulfPBR
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-151.7PSF
Other: -100.5 psf @ 24" ox, fastener spacing,-151.75 psf @
12" fastener spacing. Install per manufacturer's details. For use
in HVHZ Zones
Min 26 Ga. 5V Crimp over 15/32" Plywood
Min 26 Ga. 5V Crimp Roof Panel over ix4 Wood Purlins over
15/37" Plywood
Installation Instructions
FL11651 R3 II FL11651 14 R3 Metal Roof Pane! Detail-
signed.pdf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11 1 14 R3 265vCrimp 1x4 15-
32P€ywoad NonHVHZ-signed.pdf
Created by Independent Third Party: Yes
Min 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood
Installation Instructions
FL11651 R3 II FL11651 15 R3 Metal Roof Panel Detail-
signed.pdf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 15 R3 26 ulFL k 16 15-
32Plywood HVHZ-signed.pdf
Created by Independent Third Party: Yes
Min 26 Ga, Gulf Lok 16" Wlde Roof Panel over 15/32" Plywood
Installation instructions
FL11651 R3 II FL11651 16 R3 Metal Roof Panef Detail
signed.pdf
i Verified By: Dan Kuhn, PE. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 16 R3 26GulfLok 16 15
32Plywood NonHVHZ-signed.pdf
Created by Independent Third Party: Yes
Min 26 Ga. Guff PBR Roof Panel over 15/32" Plywood
Installation Instructions~-
FL11651 R3 II FL11651 17 R3 Metal Roof Panel Deta0
signed.pdf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party, Yes
Evaluation Reports
FL11651 R3 AE FL11651 17 R3 26GulfPBR 15
32Plywood NonHVHZ-signed.pdf
Created by Independent Third Party: Yes
Min 26 Ga. GulfPBR Roof Panel over 1x4 Wood Purlins over
15/32" Plywood
Installation Instructions
FL11651 R3 II FL1165I 18 R3 Metal Roof Panel Detai€-
signed.pdf
Verified By: Dan Kuhn, RE. 75519
Created by Independent Third Party: Yes
Evaluation Reports
F 11651 R3 AE FL11651 18 R3 26GulfPBR 1x4 15-
32.Plywood HVHZ-Signed.pdf
Created by Independent Third Party: Yes
11651.19 26 Ga. GulfPBR
Min 26 Ga. GulfPBR over 15/32" Plywood
hops://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgsQFG5K%2fTrZeCSHgw9gR5wgrf9OEegvkzBZ4cWkSTfwnA%3d%3d 4/5
5/22/2020
Florida Building Code Online
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-154.7PSF
Other: -60.5 psf @ 24" D.C. fastener spacing,-154.75 psf @
12" o.c. fastener spacing. Install per manufacturer's details. For
use in HVHZ Zones.
11651.20 ; 26 Ga. GulfPBR
i Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-151.7PSF
Other: -94.25 psf @ 24" o.c. fastener spacing.-151.75 psf @
12" fastener spacing. Install per manufacturer's details. Not for
use in HVHZ Zones
i
Go to Page
Installation Instructions
FL11651 U. II FL11651 19 113 Metal Roof Panel D ail-
signed.pdf
Verified By: Dan Kuhn, RE. 75519
Created by Independent Third Party: Yes
Evaluation Reports
1`1_1.1651_ R3 AE FL11651 19 R3 26GulfPBR 15-
32Plywood HVHZ-signed.pdf
Created by Independent Third Party: Yes
Min 26 Ga. GUIfPBR over 1x4 Wood Purlins over 15/32"
Plywood
Installation Instructions
FL11651 R3 II F1_11651 20 iR3 Metal Roof Panel detail-
signed.pdf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 20 R3 26GulfPBR Ix4 15-
32Plywaod NonHVHZ-signed.pdf
Created by Independent Third Party: Yes
0 10 Page I/20 i2
Contact Us :: 2601 Blair $tone R,odd,, Tg1lahassee FL 32399 Phone: 850-487-1824
The State of Fionda is an AA/EFO employer, Copy j ht 2007-2013 State of Florida.:: privacy Statement :: Accessibility Statement :: Rfund_Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -retards 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 it 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 Acceptr-
IM
NO k:hetk M
Credit Card
Safe
https:llfloridabuilding.org/prlpr_app dtl.aspx?param=wGEVXQwtDgsQFc5K%2fTrZeCSHgw99R5wgrf9GEegvkzBZ4cWkSTfwnA%3d%3d 5/5
Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC
26 Ga. 5V Crimp Roof Panel over 15I32" Piywood
Florida Product Approval #11651.12 R3
Florida Building Code 2017
Per Rule 61 G20-3
Method: 1 —D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61G20-3.005(1)(d)
HVHZ
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30
Newberry, FL 32669
Engineer Evaluator:
Dan Kuhn, PE. #75519
Florida Evaluation ANE ID: 10743
Validator:
Locke Bowden, RE. #49704
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 — 5
FL# 11651.12 R3 • OCTOBER 5, 2017
•� C11E�. S. � •
Z*'- No. 75519 '.
p •, STATE OF : cr-
:C�`' URIQ •'���
ss .
��''+;!NAL ,EN20/05/20� j
'10001*k
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2, 1518.9, 1523.6.5.2.4,
Product Description:
5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened
roof panel with fasteners in the panel flat over minimum',/3z" plywood
decking. Non Structural application.
Panel Material/Standards:
Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2017 Section 1507.4.3.
Paint Finish Optional
Yield Strength: 50.0 ksi
Corrosion Resistance: Panel Material shall comply with rlorida Building
Code 2017, Section 1507.4.3,
Panel Dimension(s):
Thickness: 0.018" Minimum
Width: 24" Coverage
Rib Height: 3/8" Major Rib
Panel Fastener:
#9-15x1.5" with sealing washing through panel rib.
1/4" minimum penetration through plywood.
Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4
Substrate Description:
Minimum 15/32" thick, APA Rated plywood over supports at maximum 24" O.C.
Design of plywood and plywood supports are outside the scope of this
evaluation. Must be designed in accordance w/ Florida Buildina Code 2017
Design Uplift Pressures:
FL# 11651.12 R3 0 OCTOBER 5. 2017
Table "A"
Nlaximum Total Uplift Design Pressure
108.5 psf
156.5 psf
Fastener Pattern
Panel Rib
Panel R,�b
Fastener Pattern Spacing
121, O.C.
6" O.C.
Design Pressure includes a Safety Factor
= 2.0.
Code Compliance: The product described herein has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2, 1518.9, 1523.6.5.2.4.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2017, as relates to Rule 61 G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
• TAS 125-03
• UL 580-06 - Test for Uplift Resistance of Roof Assemblies
• UL 1897-12 - Uplift Test for Roof Covering Systems.
• TAS 100-95 - Test Procedure for Wind and Wind Driven Rain
Resistance of Discontinuous Roof Systems
• TAS 110-00 - Accel. Weathering ASTM G 155 / Salt Spray ASTM
B 117.
Reference Data: 1. TAS 125-03! UL 580-94 / 1897-98 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 117-0065707A-C, Dated 01/26/2007
2. TAS 100-95
Farabaugh Engineering & Testing, Inc. (FBC Organization # TST-1654)
Report No. T130-07, Dated 02/28/2007
Report No. T215-08, Dated 07/08/2008
3. TAS 110-00: Valspar Fluropon coated metal panel testing
A) ASTM G 26 by PRI Asphalt Technologies dated 01/19/2004
B) ASTM B 117 by PRI Asphalt Technologies dated 01/19/2004
4. Certificate of Independence
By Dan Kuhn, PE. (FL# 75519) @ Kuhn Engineering, LLC
(FBC Organization # ANE ID: 10743)
Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard.
2. The UL 1897-98 test standard is equivalent to the UL 1897-12 test
standard.
3. ASTM G 155 is equivalent to ASTM G26
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61 G20-3.005(3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity.
FL# 11651.12 R3 • OCTOBER 5, 2017
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including
Section 1515.2 and in accordance with Manufacturers recommendations. For
slopes less than 3:12, lap sealant must be used in the panel side laps.
Installation:
Install per Manufacturer's recommended details and RAS 133.
Underlayment:
Per Manufacturer's installation guidelines per Florida Building Code 2017 Section
1518.2, 1518.3, 1518.4.
Fire Barrier:
Any approved fire barrier having a current NQA. Refer to a current fire directory
listing for fire ratings of this roofing system assembly as well as the location of the
fire barrier within the assembly. Fire classification is not part of this acceptance.
Shear Diaphragm:
Shear Diaphragm values are outside the scope of this report.
Design Procedure:
For roofs within the parameters listed on the load table, fastening pattern must
at a minimum meet those listed for the applicable wind zone. For all roofs outside
the parameters listed on the load table, design wind loads shall be determined
for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10
using allowable stress design. The maximum fastener spacing listed herein shall
not be exceeded.
FL# 11651,12 R3 9 OCTOBER
ENGINEER LOAD TABLE: 26 Ga. 5VCrimp Hoof Parcel over 15/32" Plywood
Buildings having a Roof Mean Height <— 20'-0", Roof Slope-.2"/12"..- 12"/12" Gable or Hip Roof; Wind Speeds _1:20-_-
180rnph, Exposure C, Risk Category 11, Enclosed Ruilding, based on Florida Building Code 2012.
120
130
140
150
160
170
180
WIIND
FASTENER
SUBSTRATE
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
SPEED
{MIN. 114"
Penetra#ion}
{ MIN. 15132")
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
ZONE 1
#9-15xl.5"
Plywood
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
ZONE 2
99-15xl.5"
Plywood
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYP€ 1
12" TYPE 1
- 12=. TYPE 1
ZONE 3
#9-15xl.5'
Plywood
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
1.) PANEL DESCRIPTION: SV CRIPJIP, MAIN. 26 GA., GRADE 50, 24"COVERAGE, %" TALL.
2.) PANEL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER W/ MIN. % " PENETRATION.
3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 108.5 PSF@ 12" O.C. FASTENER SPACING TYPE 1 FASTENER PATTERN, 156.5
PSI" (�D 6" Q.C. FASTENER SPACING; TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING.
4.) PLYWOOD DECKING: MIN.'5Az" THICK PLYWOOD K4UST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2011.
s.) ROOF SLOPE: ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS.
6.) LOAD TABLE BASED ON VVIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING
CODE 2017.
UIn en —
,/unto ZONE 3 1`
♦�\ ♦ RIDGE fig
♦ ♦_ _._ z
� I
ZONE 1
♦♦
f- - - - - - ----,
Note: Dimension (a) is defined as 10% of the minimum width of the building or
-tea 40% of the mean height of the roof, whichever is smaller, however, (a) cannot be
, less than either 4% of the minimum width of the building or 3 feet.
ZONE 2 GABLE ROOF a
i
I
I
-RIDGE
,a
ZONE 1
I
OZONE 3 -EAVE
FL# 11651.12 R3 • OCTOBER 5, 2017
(1) #9-15 x 1-1 /2" HWH w/Sealing Washer
— 1 211 1 211
At Panel Lap-----//",
-1 x 4 Wood Purlins @ 16" Q.C. attached to Plywood
w/(1) 8d x 2.5" Ring Shank Nails @ 4" Q.C.
-12" 1211
t Panel Lap -J �
(1) #9-15 x 1-1 /211 Min. 15/32" Plywood
12"-12" Fastener Pattern @ 1611 O.C.
41I1111#(I,
F
� r
* • NO, 7551,9
STATE of
FL# 11651.14 R3 • OCTOBER S, 2017