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` FL# FL17022-R6
" Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Extreme Metal Fabricators, LLC.
Address/Phone/Email 2160 SW Poma Drive
Palm City,FL 34990
(772)872-8034
tara@extrememetalfabricators.com
Authorized Signature James Buckner
jimmy@cbuckinc.net
Technical Representative Richard McKuhen
Address/Phone/Email 2160 SW Poma Drive
Palm City,FL 34990
(772)872-8034
rchard@emfab.net
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 L.Buckner,P.E. @ CBUCK,Inc.
the Evaluation Report
Florida License PE-31242
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 04/22/2024
Validated By Michael John Riemer,P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL17022 R6 COI CertOfIndeo.pdf
Referenced Standard and Year(of Standard) Standard Year
TAS 125 2003
UL 1897 2004
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgv2aBQpHpQQ... 7/25/2017
Florida Building Code Online Page 2 of 4
Product Approval Method Method 1 Option D
Date Submitted 10/21/2016
Date Validated 12/29/2016
Date Pending FBC Approval 10/24/2016
Date Approved 01/01/2017
Summary of Products
FL# Model,Number or Name Description
17022.1 1 - "5V Crimp"(R6) 26 Gauge steel,3/8"rib height, 24"wide lapped roof panel mechanically
attached to Wood Deck with screws
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R6 II 1 5VCrimp 26ga WoodDeck EVALREPORT R6.pdf
Approved for use outside HVHZ:Yes Verified By: lames L. Buckner,P.E.@ CBUCK Engineering P.E. #31242
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure: +N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for FL17022 R6 AE 1 5VCrimp 26ga WoodDeck EVALREPORT R6.odf
conditions and limitations of use. Install the Created by Independent Third Party:Yes
assembly in compliance with the installation
method listed in this report and applicable code
sections of FBC. Refer to manufacturer's
installation instructions as a supplemental
guide for attachment.
17022.2 2-"5V Crimp"(R6) 0.032"Aluminum,3/8"Rib height,21"wide lapped roof panel,
mechanically attached to wood deck with exposed screws.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R6 II 2 5VCrimp 032A1um WoodDeck EVALREPORT R6.odf
Approved for use outside HVHZ:Yes Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E.#31242
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure: +N/A/-Table A Evaluation Reports
Other: Refer to evaluation report for FL17022 R6 AE 2 5VCrimp 032Alum WoodDeck EVALREPORT R6.Ddf
conditions and limitations of use.Install the Created by Independent Third Party: Yes
assembly in compliance with the installation
method listed in this report and applicable code
sections of FBC.Refer to manufacturer's
installation instructions as a supplemental
guide for attachment.
17022.3 3- "1.5"Mechanical 1.5"rib height, 16"wide,24 gauge steel,standing seam roof panel
Seam"(R5) mechanically attached to wood deck with clips and screws.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R6 II 3 1.5 MechSeam 24ga WoodDeck EVALREPORT.pdf
Approved for use outside HVHZ:Yes Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E.#31242
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for FL17022 R6 AE 3 1.5 MechSeam 24ga WoodDeck EVALREPORT.od
conditions and limitations of use. Install the Created by Independent Third Party: Yes
assembly in compliance with the installation
method listed in this report and applicable code
sections of FBC. Refer to manufacturer's
installation instructions as a supplemental
guide for attachment.
17022.4 4-"1.5"Mechanical 1.5"rib height, 16"wide,0.032"aluminum,standing seam roof panel
Seam"(R5) mechanically attached to wood deck with clips and screws.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R6 II 4 1.5
Approved for use outside HVHZ:Yes MechSeam 032Alum WoodDeck EVALREPORT.Ddf
Impact Resistant: No Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242
Design Pressure: +N/A/-Table A Created by Independent Third Party: Yes
Other:Refer to evaluation report for Evaluation Reports
conditions and limitations of use. Install the FL17022 R6 AE 4 1.5
assembly in compliance with the installation MechSeam 032Alum WoodDeck EVALREPORT.Ddf
method listed in this report and applicable code Created by Independent Third Party: Yes
sections of FBC.Refer to manufacturer's
installation instructions as a supplemental
guide for attachment.
17022.5 5- "1 in. Nail Strip"(115) 1"rib height, 16"wide,26 gauge steel,standing seam roof panel
mechanically attached to wood deck with screws.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R6 II 5 1NailStrio 26ga WoodDeck EVALREPORT Ddf
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 7/25/2017
12/29/2016 Florida Building Code Online
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Code Version 2014 FL# 17022.1
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Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
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Search Results-A plilications
Tvoe Manufacturer Validated By Status
FL17022-{Revision Extreme Metal Fabricators, LLC. {Steven M. Approved;
R5 i FL*: FL17022.1 Urich, PE
History I Model: (1) 5-V Crimp 1(717)317-8454 i
Description:26 gauge steel, lapped roof panel, mechanically attached to j
I wood deck with exposed screws. i j
{Category: Roofing
l Subcategory: Metal Roofing
FL17022- Revision Extreme Metal Fabricators, LLC. Michael John Applied
R� FL*: FL17022.1 !Riemer, P.E. For
Model: 1-"5V Crimp" (R6) {(561)414-7557
Description:26 Gauge steel, 3/8" rib height, 24"wide lapped roof panel
{ mechanically attached to Wood Deck with screws i
Category: Roofing I j
Subcategory: Metal Roofing i
'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
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 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 dick here.
Product Approval Accepts:
AM ® gi� ®
Credit Ward
Safe
https://www.floridabuilding.org/pr/pr appjst.aspx 1/1
CBUCK EnQlneerinlig
S�Clc�ty SfirtJCtUrc� Er1QtrlQPrlr1Q CBUCK,Inc Certificate ofAuthorization#5064
Evaluation Report
"5-V Crimp"
Metal Roof Assembly
Manufacturer:
Extreme Metal Fabricators, LLC.
2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
for
Florida Product Approval
# FL 17022.1 R3
Florida Building Code 5th Edition (2014)
Per Rule 61G20-3
Method: 1 - D
Category: Roofing
Sub - Category: Metal Roofing
Product: 5-V Crimp Roof Panel
Material: Steel
Panel Thickness: 26 gauge
Panel Width: 24"
Support: Wood Deck
Digitally signed by James L.Buckner,P.E.
Electronically signed and sealed documents
shall comply with the provisions of FAC Rule
Prepared by:
61G15-23.\tt%III I I I I I ,(UC
/
�s
James L. Buckner,
P.E., SECB ......... '101
� � ..• LtGENSLc''•.F.F��
Florida Professional Engineer#31242 = *' No 31242
Florida Evaluation ANE ID: 1916
Project Manager: Youry Demosthenes ;7�0 * LUZ
Report No. 15-217-5V-S6W-ER 0STATE of
(Revises1S-176-5V-56W-ER) %F '•.'�LpRipP•. Gam\`
Date: 12/18/ 15
`��llillilltt
Contents: �L
Evaluation Report Pages 1—7 -�
2015.12.18 10:53:51 -05'00'
CBUCK,Inc.,Palm Beach County,Florida
Phone:(561)491-9927•Email:chuck@cbuckinc.net•Website:www.cbuckinc.net
FL#: FL 17022.1 R3
t� Date: 12/18/15
SURepoCK ' Page rt No.: 2 of 77-SV-SbW-ER
spe3Clefty Structural &r1C;rr*bpr1r-Q CBUCK,Inc.Certificate of Authorization#W64
Manufacturer: Extreme Metal Fabricators,LLC.
Product Name: 5-V Crimp
Product Category: Roofing
Product Sub-Category Metal Roofing
Compliance Method: State Product Approval Rule 61G20-3.005 (1)(d)
Product/System 5-V Crimp Roof Panel, 26 gauge steel, 24" wide panel mechanically attached to
Description: Wood Deck with screws.
Product Assembly as Refer to Page 4 of this report for product assembly components/materials &
Evaluated: standards:
1. Roof Panel
2. Fasteners
3. Underlayment
4. Insulation Board(Optional)
Support: Type:
Wood Deck
(Design of support and its attachment to support framing is outside the scope of
this evaluation.)
Description:
• 15/32"or greater plywood,
• or Wood plank(min.specific gravity of 0.42)
Slope: Minimum slope shall be in compliance with FBC Chapter 15 Section 1507.4.2,
applicable code sections and in accordance with manufacturer's
recommendations.
Performance: Wind Uplift Resistance:
• Design Uplift Pressure(ASD): Refer to Table A
(Refer to"Table A"attachment details herein)
FL#: FL 17022.1 R3
Date: 12 J 18/ 15
Repo
CBUCK engineering Page rt No.: 3 of 77-5V-56W-ER
ec-11d1rLj Srructureg ErxQlnelprinq CBUCK,Inc.Certificate of Authorization#8064
Performance The product described herein has demonstrated compliance with:
Standards: • UL580-06—Test for Uplift Resistance of Roof Assemblies
• UL 1897-04—Uplift test for roof covering systems
• TAS 125-03—Standard Requirements for Metal Roofing Systems
Code Compliance: The product described herein has demonstrated compliance with Florida Building
Code 5th Edition(2014),Section 1504.3.2.
Evaluation Report This product evaluation is limited to compliance with the structural requirements
Scope: of the Florida Building Code, as related to the scope section to Florida Product
Approval Rule 61G20-3.001.
Limitations and • Scope of"Limitations and Conditions of Use"for this evaluation:
Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical
documentation, specifications and installation method(s) which include
"Limitations and Conditions of Use" throughout the report in accordance with
Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is
the authority to approve products under "Optional Statewide Approval'.
• Option for application outside "Limitations and Conditions of Use"
Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific
approval by the local authorities having jurisdiction in accordance with the
alternate methods and materials authorized in the Code". Any modification of
the product as evaluated in this report and approved by the Florida Building
Commission is outside the scope of this evaluation and will be the
responsibility of others.
• Design of support system is outside the scope of this report.
• Fire Classification is outside the scope of Rule 61G20-3, and is therefore not
included in this evaluation.
• This evaluation report does not evaluate the use of this product for use in the
High Velocity Hurricane Zone code section. (Dade&Broward Counties)
Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.005 (3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity through Keystone Certifications, Inc. (FBC Organization ID# QUA
1824).
FL#: FL 17022.1 R3
�'''` /�'''''�,/' !� Date: 12/18/ 15
Repo�..•BU1.�1i`�. E gineer n Page rt No.:4 of 77-5V-56W-ER
N-
Spe4=1c9WLj Structural Ezr1QU'Hoerm CBUCK,Inc.Certificate of Authorization#8064
Components/Materials Roof Panel: 5-V Crimp
(by Manufacturer): Material: Steel
Thickness: 26 gauge (min.)
Panel Widths: 24" (max.) Coverage
Rib Height: 5/8"
Yield Strength: 40 ksi min.
Corrosion Resistance: Per FBC Section 1507.4.3
Fastener:
FASTENER 1 Used for Attachment Method 1
Type: Hex Washer Head Wood Screw
Size: #9 x 1-1/2" (min.)
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per ANSI/ASME B18.6.1
FASTENER 2 Used for Attachment Method Z 3 &4
Type: Hex Washer Head Wood Screw
Size: #10 x 1-1/2" (min.)
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per ANSI/ASME 1318.6.1
Components&Materials: Underlayment:
(by Others) Material and application shall be in compliance with FBC Section 1507.4.5.1 and
1507.4.5.2, applicable codes and in accordance with manufacturer's
recommendations.
Insulation(Optional):
Type: Rigid Insulation Board
Thickness: 3" (max.)
Properties:
Density: 2.25 pcf(Ibs/ft3)min.
Or Compressive Strength: 20 psi min.
Insulation Notes:
• Rigid Insulation shall meet minimum density OR compressive strength.
• Insulation shall comply with FBC Section 1508.When insulation is incorporated,
fastener length shall conform to penetrate thru bottom of support a minimum
of 3/16".
FL#: FL 17022.1 R3
Date: 12/18/ 15
RepoBUCK �nQ ne=e=r1nQ Page rt No.:6 of 77-SV-56W-ER
SpPCicstft,j F=njc:turdl EftQIr e n nQ CBUCK,Inc.Certificate of Authorization#8064
Installation Method
Extreme Metal Fabricators, I.I.C.
5-V Crimp (26 gauge steel) Roof Panel attached to Wood Deck
Drawings
24" Maximum Net Coverage
5/8"
i
Panel Profile
Pbrft 12'ac. Nm*W IT mm
Fa�naAi
SIB x 14R' Mn. or 010 x 1-112" Mrt per Ibie OW
Hoot Yftdwr Find S av
Pdnd Qyeriop
*=d 12 a+,9"m"P ei V!ll O
Rdw tD lahk*W fbr Sj A flioep PwW LmngM
Devic
7
- 15W or QnOv PV*xmc,or
17 7-- Vibod P'ienic
Typical Assembly Profile View
(Typical Fastening Pattern Accross Width - Interior)
I FL#: FL 17022.1 R3
Date: 12/18/ 15
rE3UCh Englneerl Q N. Page Report No.:5 15-21
77-5V-S6W-ER
spev--ld w Sfiructurem ex-omlawm CBUCK,Inc.Certificate of Authorization#8064
Installation: Installation Method:
(Refer to"TABLE A"below and drawings at the end of this evaluation report.)
• Fastener Spacing: Refer to`TABLE A"Below
(attached to the tops of the V's for a total of 3 screws across the width of the
panel.)
• Row Spacing: Refer to"TABLE A"Below
` (along the length of the panel)
• Minimum fastener penetration thru bottom of support, 3/16".
• For panel construction at the end of panels, refer to manufacturer's
instructions and any site specific design.
TABLE"A"
ALLOWABLE LOADS
METHOD 1: METHOD 2: METHOD 3: METHOD 4:
Design Pressure(ASD)*: -86 PSF -93.5 PSF -101 PSF -228 PSF
Row Spacing: 16"o.c. 16"o.c. 8"O.C. 6"o.c.
Fastener Spacing(across panel width): 12"o.c. 12"o.c. 12"o.c. 12"O.C.
Fastener Size: #9 #10 #10 #10
*Allowable design pressure(s)for allowable stress design(ASD)with o margin of safety of 2 to 1.
Install the 5-V Crimp roof panel assembly in compliance with the installation
method listed in this report and applicable code sections of FBC 5th Edition (2014).
The installation method described herein is in accordance with the scope of this
evaluation report. Refer to manufacturer's installation instructions as a
supplemental guide for attachment.
Referenced Data: 1. UL 580-06 &UL 1897-04—Uplift Test
By Architectural Testing, Inc. -West Palm Beach, FL
(FBC Organization#TST ID: 1527)
Report No.: D5893.01-450-18, Date: 05/02/14
Report No.: F3366.01-450-18, Date: 12/18/15
2. TAS 125—Uplift Test
By Architectural Testing,Inc. -West Palm Beach, FL
(FBC Organization#TST ID: 1527)
Report No.: D5893.02-450-18, Date: 07/22/14
3. Quality Assurance
Keystone Certifications, Inc. (FBC Organization ID#QUA 1824)
Extreme Metal Fabricators, Inc. Licensee #974
4. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization#ANE 1916)
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