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Product Approval Menu>Product or Apolication Search>Aoolication List>Application Detail I I , j )`) I `, 1 ii�'•yi li'
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t I T2,. �q FL# FL17022-R6 _)r I t.
Application Type. Revision ;`( r;4;('1; l�•(;(i�l(1
Code Version 2014
Application Status Approved ,, !!�� [ �e Ch1
r'1.AN6 Ai.bi H,wL 1'(1LJFOSED�hdO
Comments ,Ilk
Archived Al'll sUElo"r-Ce F TO A 00RRE IC T10INS
Product Manufacturer Extreme Metal Fabricatorp,q,.� 6aSr �I9 I I t � .a `
ey ; I IN'Q�r ER d� ..
Address/Phone Email 2160 SW Poma Drive 3 j
/ Palm City, FL 34990 aa�ii •VfVd I i r: P9, fi�l E p, � .
(772) 872-8034
tara@extrememetaffabricators.com
Authorized Signature James Buckner
jimmy@cbuckinc.net
Technical Representative Richard McKuhen +S 1. I UC"_+_•C-�L�•p•'t%,??JT r, ti;:71
Address/Phone/Email 2160 SW Poma Drive
Palm City, FL34990 � i:
(772) 872-8034
rchard@emfab.net
y£1._ V:�_ :J�. .1.. 1 1L)J i tJ 2•�,:L�
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.odf
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
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6/16/201/ Florida Building Code Online
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
SummarV 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: 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 conditions FL17022 R6 AE 1 5VCrimp 26ga WoodDeck EVALREPORT R6.13df
and limitations of use. Install the assembly in Created by Independent Third Party: Yes
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-"SV 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.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 conditions FL17022 R6 AE 2 5VCrimp 032A1um WoodDeck EVALREPORT R6.pdf
and limitations of use. Install the assembly in Created by Independent Third Party: Yes
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 Seam" 1.5"rib height, 16"wide, 24 gauge steel,standing seam roof panel
(115) 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 24oa WoodDeck EVALREPORT.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 conditions FL17022 R6 AE 3 1.5 MechSeam 24ga WoodDeck EVALREPORTpdf
and limitations of use. Install the assembly in Created by Independent Third Party: Yes
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 Seam" 1.5"rib height, 16"wide, 0.032"aluminum, standing seam roof panel
(115) 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 MechSeam 032A1um WoodDeck EVALREPORT.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 conditions FL17022 R6 AE 4 1.5
and limitations of use. Install the assembly in MechSeam 032A1um WoodDeck EVALREPORT.pdf
compliance with the installation method listed in Created by Independent Third Party: Yes
this report and applicable code 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.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
httpsJ/www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bhY86MeuoxVxrT%2bdgmFfmMw%3d%3d 214
6/16/2W Florida Building Code Online
Design Pressure: +N/A/TaL.,,.. Evaluation Reports
Other:Refer to evaluation report for conditions FL17022 R6 AE 5 1NailStrio 26ga WoodDeck EVALREPORT.pdf
and limitations of use. Install the assembly in Created by Independent Third Party: Yes
compliance with the installation method listed in
this report and applicable code sections of FBC.
Refer to manufacturers installation instructions as
a supplemental guide for attachment.
17022.6 6-"1 in. Nail Strip" (115) 1"rib height, 16"wide, 0.032"aluminum, standing seam roof panel
I mechanically attached to wood deck with screws.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R6 II 6 INailStrip 032A1um WoodDeck EVALREPORT.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 conditions FL17022 R6 AE 6 1NailStrip 032A1um WoodDeck EVALREPORT.pdf
and limitations of use. Install the assembly in Created by Independent Third Party: Yes
compliance with the installation method listed in
this report and applicable code sections of FBC.
Refer to manufacturers installation Instructions as
a supplemental guide for attachment.
17022.7 7-"1.5 in. Nail Strip" (115) 1.5"rib height, 19"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 1`1-17022 R6 II 7 1.5NailStrip 26ga 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 conditions FL17022 R6 AE 7 1.SNailStrio 26ga WoodDeck EVALREPORT.odf
and limitations of use. Install the assembly in Created by Independent Third Party: Yes
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.
17022.8 8- "EMAX Rib" (115) 29 gauge steel, 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 8 EMAX Rib 29ga 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 conditions FL17022 R6 AE 8 EMAX Rib 29ga WoodDeck EVALREPORT.odf
and limitations of use. Install the assembly in Created by Independent Third Party: Yes
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.
17022.9 9-" PBR MAX" (R5) 26 gauge steel, 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 9 PBR Rib 26ga WoodDeck EVALREPORTpdf
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 conditions FL17022 R6 AE 9 PBR Rib 26ga WoodDeck EVALREPORT.pdf
and limitations of use. Install the assembly in Created by Independent Third Party: Yes
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.
Bari. Plettt
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
45S.27S(13,Florida Statutes,effective October 1,2012-licensees licensed under Chapter 4SS,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,FS.,please dick here.
Product Approval Accepts:
®hops:/Auww.floridabui]ding.orgipr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQeGrMZMkUEoRp/p2bhY86MeuoxVxrTp/g2bdgmFfmMwg/o3dg/o3d 3/4
I
NCBUCK nQ1neerin -
SpL=claltj Struc:tlurc:51 1;=r'q[nL=L=rinq CBUCK,Inc.Certificate of Authorization#8064
Evaluation Report
"S-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 R6
Florida Building Code Sth 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 lames L.Buckner,P.E.
Electronically signed and sealed documents
shall comply with the provisions of FAC Rule
Prepared by: 61G15-2````%%111111/1y',
James L. Buckner, P.E., SECS \\`���s t: auC, �,,�i/
Florida Professional Engineer#31242
Florida Evaluation ANE ID: 1916 = * No31242 * _
Project Manager: Diana Galloway * w-
Report No. 16-166-5V-S6W-ER i�.(� ._ STATE OF
(Revises 16-123-5V-S6W-ER) i IF, .gORIDP`.-'
Date: 12/22/16
Contents:
Evaluation Report Pages 1-7
2016.12.28 14:0853-05'00'
CBUCK,Inc. - Palm Beach County,Florida
Phone: (561)491-9927•Email:cbuck@cbuckinc.net-Website:www.cbuckinc.net
Mail Address:2637 E.Atlantic Blvd,#34069,Pompano Beach,FL 33062
I
#: FL 17022.1 R6
Date: 12/22/16
IJCt� i rr� Report No.:16-166-5V-S6W-ER
Page 2 of 7
SpecialtLj Structural Engln��rincj CBUCK,Inc.Certificate of Authorization#8064
Manufacturer: Extreme Metal Fabricators,LLC.
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
http://www.extrememetaIfabricators.com/
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:
I. 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)
L#: FL 17022.1 R6
Date: 12/22/16
111 �$ Report No.:16-166-5V-S6W-ER
CBU0c,. i Page 3 of 7
N a
II 5pecldlty Structural Encalneerinca CBUCK,Inc.Certificate of Authorization#8064
Performance Standards: The product described herein has demonstrated compliance with:
• 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 have demonstrated compliance with the performance
standards listed above as referenced in the current Florida Building Code.
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 • This evaluation report for "Optional Statewide Approval' contains technical
Conditions of Use: 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.
• This report is a building code product evaluation per FLPE rule (FAC) 61G15-36 to
comply with Florida product approval rule (FAC) 61G20-3.This evaluation report
is part of the Florida Building Commission approval for the listed code related
criteria. This report by James Buckner, P.E. and CBUCK Engineering is not a
design certification of code compliance construction submittal documentation,
per FBC section 107,for any individual structure, site specific or permit design.
• Deck shall be in compliance with applicable building code.
• 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).
L#: FL 17022.1 R6
Date: 12/22/16
SUCK. Eng1neerin Page Report No.:4 of 76-5V-S6W-ER
Speclalftj Structural E=ngi Bering 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: 3/8"
Yield Strength: 50 ksi min.
Corrosion Resistance: In compliance with FBC Section 1507.4.3:
• ASTM A792 coated, or
• ASTIVI A653 G90 galvanized steel
Fastener:
FASTENER 1 Used forAttachment Method 1
Type: Hex'Washer Head Wood Screw
Size: #9 x 1-1/2" (or of sufficient length to meet 3/16" min.
Corrosion Resistance: penetration through deck or 5/8" min.
Standard: embedment into wood plank)
Per FBC Section 1506.6 and 1507.4.4
FASTENER 2 Per ANSI/ASME B18.6.1
Type:
Size: Used for Attachment Method 2, 3&4
Corrosion Resistance: Hex Washer Head Wood Screw
Standard: #10 x 1-1/2" (or of sufficient length to meet 3/16" min.
penetration through deck or 5/8" min.
embedment into wood plank)
Per FBC Section 1506.6 and 1507.4.4
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(lbs/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 meet 3/16" min. penetration through deck or 5/8"
min. embedment into wood plank.
L#: FL 17022.1 R6
® Date: 12/22/16
C.®UC Erlgineerinq Page Report No.:5 -16 76-5V-S6W-ER
Speclalty Structural Engineering 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)
■ Rib Interlock: Lapped
■ 3/16" min. fastener penetration through deck or 5/8" min. embedment into
wood plank
■ 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(along rows): 12"o.c. 12"o.c. 12"O.C. 12"o.c.
Fastener Size: #9 #10 #10 #10
*Allowable design pressures)for allowable stress design(ASD)with a 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)
L#: FL 17022.1 R6
Date: 12/22/16
CBU ngine=e=mnQ Page rt No.: 6 of 76-5V-S6W-ER
SpL=C c5Iftj Struc-tural r=nginL=L=rtng CBUCK,Inc.Certificate of Authorization#8064
Installation Method
Extreme Metal Fabricators, LLC.
5-V Crimp (26 Gauge steel) Roof Panel attached to Wood Deck
Drawings
24'
12"
3/8"
OPTIONAL STRIATIONS
Panel Profile
Nominal IZ'o.c. Nominal 12'o.c.
Fastener
#9 x 1-1/2'Min. or #10 x 1-1/2'Min.per Table"A"
Hex Washer Head Screw
Spaced 12"o.c.across the Panel Width
Panel Overlap . Refer to Table"A'for Spacing Along Panel Length
Deck:
-15/32'or greater Plywood,or
-Wood plank
Typical Assembly Profile View
(Typical Fastening Pattern Accross Width - Interior)
it I
L#: FL 17022.1 R6
Date: 12/22/16
CBUCK Enginerin� Pap rt No.:7 of 16 -5V-S6W-ER
ge
SpL c:l ltLJ StrL�tural Engineerinq CBUCK,Inc.Certificate of Authorization#8064
Installation Method
Extreme Metal Fabricators, LLC.
5-V Crimp (26 Gauge steel) Roof Panel attached to Wood Deck
Fasteners-
#9 X 1-1/2'Min. or
#10 X 1-1/2"Min. per Table"A' 5-V Crimp Roof Panel
Hex Washer Head Wood Screws
Optional:
Deck: Rigid Insulation
-15/32"or greater Plywood,or Thickness 3"Maximum
-Wood plank
Typical Roof Assembly
Isometric View
(Optional) Rigid Insulation Board per Page 4 of this report
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 pressures)for allowable stress design(ASD)with a margin of safety of 2 to 1.