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F �** FL#om 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
richard@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
O 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 CertOfIndei).Ddf
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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Florida Building Code Onlii Page 2 of 4
0
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 5VCrimo 26oa 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 FL17022 R6 AE 1 5VCrimo 26oa WoodDeck EVALREPORT R6.1)df
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 5VCrimo 032Alum 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 FL17022 R6 AE 2 5VCrimo 032Alum WoodDeck EVALREPORT R6.1)df
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 24oa 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 Mech Seam 24oa WoodDeck EVALREPORT.pdf
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.pdf
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.odf
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"(R5) 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 1NailStrip 26oa WoodDeck EVALREPORT.Pcl
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Code Version 2014 FL# 17022.1
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Search Results-A lications
FL# Tvoe t Manufacturer f Validated By I Status
FL17022-1 Revision`Extreme Metal Fabricators, LLC. I Steven M. Approved
RS i FL#: FL17022.1 j Urich, PE {
History 1 Model: (1) 5-V Crimp (717) 317-8454
Description:26 gauge steel, lapped roof panel, mechanically attached to
wood deck with exposed screws.
I I Category: Roofing I
i I Subcategory: Metal Roofing
FL17022-I Revision Extreme Metal Fabricators,,LLC. Michael John E Applied
R6 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
1 mechanically attached to Wood Deck with screws ! I
Category: Roofing
Subcategory: Metal Roofing
i
'Approved byDBPR.Approvals by DBPR shalt 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:
ddit
htW/www.goridabuilding.org/pr/pr app Istaspx 1/1
0
=rIng.
CBUCK &ngineL
; � CSUCK,Ina Certificate ofAuthorizution#8064
Speck
S'�t:1L' 'Urdl< .
Evaluation Report
"S-V Crimp„
Metal Roof Assembly
Manufacturer:
Extreme Metal Fabricators, U-C.
2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
for
Florida Product Approval
#.FL 17022.1 R-3
Florida.Building Code.Sth Edition (204)
Per Rule 61G20-3
Method: Z- 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: 62G25 23.t�,tt{1 l l l(!
James L Buckner, P.E.,SECB ;`�� :' c�►+sF c°�'�l
Florida Professional Engineer#31242 - ' No 31242 -
Florida Evaluation ANE ID: 1916Lu-
= c
Project Manager:Youry.Demosthenes 'A
Report No. 15-217-51l-56W-ER. . _ sTnr>=oF
(Revises 15-176-5V-56W-ER)
Date: 12/18/15
A
Contents: --,
Evaluation Report Pages 1-7
2015.12.1810:5351-05'00'
MUCK,Inc.,Palm Beach.County;Florida
Phone:(561)491-9927-Email:cbuc cbuckint-net-Website:www.cbuckinc.net
0 . FL#: FL 17022.1 R3
Date: 12/18/15
CBUCK. n Report No.:15-217-SV-56W-ER
Page 2 of 7
�3pECldly'i.,j s�'mictUral Ef'KwHis IPS-1 P'iQ, GBUCIS Ina Cert� eote o#Anthorizatian 8064
Manufacturer: Extreme Metal Fabricators,LLC.
Product Name: S-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:
+ 15132"or'greater plywood,
• or Wood lank min.specific gravity of o
P ( P g y .421
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: 12/18115
=srng
_ � Report No.;15-217-5V-S6W-ER
CK r=ngine Page 3 of 7
N
Sp 4=c*y Structured �neL=r tq ceUCK,Inc-s ertrficate.ofAuthorizotior► 64
Performance The product.described herein has demonstrated compliance with:
Standards: . ULSM06—Test for.Uplift Resistance of Roof Assemblies
• UL IW7-04—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),$ection 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 611320-3.005. 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 6100-3.005(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).
0 FL#: FL 17022.1 R3
Date: 12/18/15
Report No..15-217-5V-S6W-ER
Page 4 of 7
Spe-lawti SStr UC±Urat ErlQlr wearlr'IQ 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 FB.0 Section 1506.6 and 1507.4.4
Standard: Per ANSI/ASME B18.6.1
FASTENER 2 Used for Attachment Method 2,3 &4
Type: Hex Washer Head Wood Screw
Size: #10 X 1-1/2"(min.)
Corrosion.Resistance: Per FBC Section 15066 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 pd(Ibs/ft3).min.
Or Compressive Strength: 20 psi min.
Insulation Notes:
• Rigid Insulation shall meet minimum density OR compressive strength.
0 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
a�gimDate: 12/18/15
� p ring Page Report No.:5 of 77-SV-S6W-ER
SitructurC!d erIC;0rX=E1TM CBUCK,lnc.Certificate ofAuthorizabon#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 Vs for.a total of 3 screws across.the width of the
panel.)
■ Row Spacing: Refer to`"FABLE 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
t
Row Spacing: 16". G.C. 16"c.c. 8"o.c. 6"o.c.
Fastener Spacing(across panel:width): 12"o.c. 12L 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. i
Install. the S-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 I.D:1527)
Report No.: D5893.01-450-18, Date: 05/02/14
Report No.: F3366.01450-18, 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.)
0 0 FL#: FL 17022.1 R3
Date- 12/18/15
CBUCK ring Report No.:15-217-5WSM-ER
Page 6 of 7
SpEaCidillij St'l•1.1CtLwdd � CBUCK,Inc-Certificate ofAu[horizotion#8064
Installation Method
Extreme Metal Fabricators, LLC.
5-V Crimp (26-gauge steel):Roof Panel attached to,Wood Deck
Drawings
24'Maximum Net Coverage
5/8
-Panel Profile
Norrin 12`ac. Nodi Nd 1r a s
00,X.!-t 7` III , or MOM 1-Ur Aft pwIft`K
hlmtVf�tq'rer Hid S�xaw
��F faced 12 oic; ths.P�i.Y�h
Fr�Te6ta'f4`Po�Spe�ipl�anii.t�nef tierp�t
Deck
- 15War4a ft PV*mc4 or
-Yftd Plank
777� .
Typical Assembly Profile View.
(Typical Fastening Pattern Accross Width -Interior)
FL#: FL 170221 R3
Date: 12/18/15
r1nReport No.:15-217-5V-56W-ER
Page 7 of 7
SpeCidlfi ,� Strurdl .r�EzPlt1C� CBUCK,Inc.Certificate of Authdr&atian 98064
InstallationMethod.
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"fAn, per Table''A° 5-V GdrT Roof Panel
Ha(Washer Head Wood Screws
�Q
`/ `�:�'�:�� iry ���'-�::✓'•:�:aJ%:ram. ti;J „✓;�_ti ..�.:::ti:-.:�,.. �;•� t -�./Y\"`.
Ilk:
y 1513Z or greater Plywood,or
-Waod plank
Typical Roof Assembly
Isometric View
(Optional) Rigid Insulation Board per.Page 4 of this report
TABLE"A"
ALLO WABLE LOADS
METHOD 1: METHOD 2: METHOD 3: METHOD 4:
Design Pressure(A5D)*: -86 PSF -93.5 PSF -101 PSF -228 PSF
Row Spacing: 16"O.C. 16"ox. 8"O.C. 6"O.C.
Fastener Spacing(across panel width): 12"ox. . 12"b.c. . 12"o,c: 12"o.c
Fastener Size: #9 #10 #10 #10
"Allowable design pressure(s)for allowable stress design(ASO)with a margin of safety of 2 to 1.