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Product Approval Menu>Product or Application Search>Application List>Application Detail III j
FL# FL17022-116
Application Type Revision
Code Version 2014
Application Status Approved ;
Comments
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Archived
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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 j
Technical Representative Richard McKuhen
Address/Phone/Email 2160 SW Poma Drive li
Palm City,FL 34990 I
(772)872-8034
richard@emfab.net
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Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
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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
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Validated By Michael John Riemer,P.E.
�i Validation Checklist,-Hardcopy Received
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Certificate of Independence FL17022 R6 COI CertOflndep.Ddf j
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Referenced Standard and Year(of Standard) Standard Year
TAS 125 2003
UL 1897 ! 2004
UL 580 2006
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Equivalence of Product Standards
Certified By
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Sections from the Code
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Product Approval Method Method 1 Option D
Date Submitted 10/21/2016
Date Validated 12/29/2016 I,
Date Pending FBC Approval 10/24/2016
Date Approved 01/01/2017
Summary of Products
FL# Model,Number or Name Description
17022.1 1-"SV Crimp"(116) 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 SVCrimD 26ga WoodDeck EVALREPORT R6.1)df
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 5VCrimD 26ga WoodDeck EVALREPORT R6.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.
17022.2 2-"5V Crimp"(116) 0.032"Aluminum,3/8"Rib'height,21"wider 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 5VCrimD 032A1um WoodDeck EVALREPORT R6.bdf
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 I
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for conditions FL17022 R6 AE 2 5VCrimD 032AI i 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
(RS) 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 Ddf
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 EVALREPORT Ddf
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 l standing seam roof panel
(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 032A1um 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 conditions Evaluation Reports
and limitations of use.Install the assembly in FL17022 R6 AE 4 1.5
compliance with the installation method listed in MechSeam 032AIum WoodDeck EVALREPORT pdf
this report and applicable code sections of FBC. Created by Independent Third Party:Yes
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 1Nail5trip 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
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and limitations of use.Install the assembly in FL17022 R6 AE 5 1NailSt1io 26oa WoodDeck EVALREPORT Ddf
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.
17022.6 6-"1 in.Nail Strip"(115) 1"rib height,16"wide,0.032"aluminum,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 6 INailStriD 032A1um WoodDeck EVALREPORT.Ddf
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 1NaliStriD 032A1um WoodDeck EVALREPORT.Ddf
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.
17022.7 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 j
Approved for use in HVHZ:No FL17022 R6 II 7 1.5NailStrio 26oa 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 7 1.5NailStrio 26oa WoodDeck EVALREPORT.Rdf
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 I
Approved for use in HVHZ:No FL17022 R6 II 8 EMAX Rib 29aa WoodDeck EVALREPORT.Dddf
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 29aa WoodDeck EVALREPORT.Ddf
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"(RS) 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 26oa WoodDel k EVALREPORT.Ddf
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 26oa WoodDeck EVALREPORT.Ddf
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.
Back Nett
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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.Coovrioht 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
mall 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
malls 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.Toldetermine If you are a licensee under Chapter 455,F.S.,please
click here. l
Product Approval Amepts:
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CBUCK Enq1nL=1Pr1hQ
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Speclalty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
Evaluation Report
"S-v Crimp"
Metal Roof Assembly
Manufacturer:
Extreme Metal Fabricators,ILLC.
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
for
Florida Product Approval
# FL 17022.1 R3
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 gauges
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: 61G15-23JAX11111111,.
\`�� S UC/r
James L. Buckner, P.E., SECB CG
P• ..........N ' ,
Florida Professional Engineer#31242
_ No 31242
Florida Evaluation ANE ID: 1916 = -
Project Manager:Youry Demosthenes cu=
Z.
Report No. 15-217-5V-S6W-ER 0-��•. ScaROF
(Revises 15-176-5V-S6W-ER) is •••RI
Date: 12/18/15 �0NA1
Contents:
Evaluation Report Pages 1-7
2015.12.1810:53:51-05'00'
CBUCK,Inc.,Palm Beach County,Florida
Phone:(561)491-9927•Email:cbuck@cbuckinc.net•Website:www.cbuckinc.net
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FL#: FL 17022.1 R3
Date: 12/18/15
Report No.: 15-217-5V-S6W-ER
CHUCK En ineerir1 Pagge 2 of 7
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Speclafty Structural Engineering MUCK Inc.Certificate of Authorization#8064
Manufacturer: Extreme Metal Fabricators,LLC.
Product Name: 5-V Crimp
Product Category: Roofing
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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, 24i' 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)
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FL#: FL 17022.1 R3
Date: 12/18/15
CHUCK Engine L=rinq page Report
No
3 of 77-5V-56W-ER
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Speclaft• j Structural engi vering CBUCK,Inc.Certifecate of Authorization#8054
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 complliance 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.
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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 and r the
iStatewide 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 sccope of this report.
• Fire Classification is outside the scope Hof Rule 61620-3, and is therefore not
included in this evaluation. !
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• This evaluation report does not evaluate the use of this product for use in the
High Velocity Hurricane Zone code section. (Dade i 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).
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FUM FL 17022.1 R3
Date: 12/18/15
Re po
CSUCK Engineering Page rt No.:4 of 77-5V-S6W-ER
Specldlty Structural Engineering ;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.) Coi erage
Rib Height: 5/8"
Yield Strength: 40 ksi min.
Corrosion Resistance: Per FBC Section 1507.4.3
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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
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FASTENER 2 Used forAttachment Method 2, 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 B18.6.1
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Components&Materials: Underlayment:
b
( Y Others) Material and application shall be in comp 'Hance with FBC Section 1507.4.5.1 and
PP p� n
1507.4.5.2, applicable codes and in accordance with manufacturer's
recommendations..'
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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 penetrate thru bottom of support a minimum
of 3/16".
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FLI#: FL 17022.1 R3
Date: 12/18/15
CSUCK Engineering Page rt No.:5 - 77 SV-S6W-ER
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Specialty Structural Engineering ICBUCK,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"o1c.
8 O.C.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
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*Allowable design pressure(s)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 applicable1code 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) 1.
Report No.: D5893.01-450-18, Date: 0I5/02/14
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
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3. Quality Assurance
Keystone Certifications, Inc.(FBC Organization ID#;QUA 1824
Extreme Metal Fabricators, Inc. Licensee#974
4. Certification of Independence i
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization#ANE 1916) i1
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FL#: FL 17022.1 R3
Date: 12/18/15
Page Report No.:6 of 77-5V-S6W-ER
CE3UCK Engineering
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Speclatty Structural Englneerinq 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" Maximum Net Coverage
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5/8'
T
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Panel Profile
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Nominal 129 o a. Nominal 12*mm
Faalarm
NO x 1-1 rZ Mn. 'a #10 x 1-1/7 Min per TWe W
Hex VV= or Head Saaw
Papa!Overlap f R to Table A'ear Spaci VMM Papal Lwop
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Deck
- 15132'or Cheater,Ry++►aod,or
- Mood Plank
Typical Assembly Profile View
(Typical Fastening.Pattern Accross Width - Interior)
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FL#: FL 17022.1 R3
Date: 12/18/15
CBUCK Engineering Report No.:7 of 5V-S6W-ER
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SpecicaitLj Structural Engineertnq CBUCK,Inc.Certificate of Authorization#8064
Installation Method
Extreme Metal Fabricators, 4C.
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 11
J-
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Deck: "
15/32"or greater Plywood,or
-Wood plank
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Typical Roof Assembly
Isometric View
(Optional) Rigid Insulation Board per Page of this report
TABLE"A"
ALLOWABLE LOADS
METHOD 1: METHOD 2: METHOD 3: METHOD 4:
Design Pressure(Aso)*: -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.
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Fastener Size: #9 #10 #10 #10
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*Allowable design pressure(s)for allowable stress design(ASD)with i margin of safety of 2 to 1.
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Table 201.1 are deemed to comply with the requirements of Seclh'on 507.2.21p l l w,of the
2004 Florida Budding Code,Fxistine Budding.
Board roof decking secured with at least two 8d nails into roof framing members shall be
deemed to be sufficiently connected. Board roof decking secured with smaller fasteners
than 8d nails or with fewer than two 8d nails per board shall be deemed sufficiently
connected if two 8d clipped head,round head,or ring shank nails are in plat i on each
framing member.
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Supplemental fasteners as required by Table 201.1 shall be'8d ring shank nails with round
heads and the following minimum dimensions:
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1.0.113 inch nominal shank diameter'
2.Ring diameter of 0.012 over shank diameter
3. 16 to 20 rings per inch
4.0.280 inch full round head diameter
5.2-1/4 inch nail length
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Table 201.1
Sup lement Fasteners at Panel Edges and Intermediate Framing
Existing Existing spacing Wind speed 110 mph Wind speed greater
fasteners or less than 110 mph
supplemental supplemental
fastening shall be fastening shall be
no greater than no eater than
Staples or 6d Any 6"o.c.b . 1' 6"o.c. .,
8d clipped head, 6"o.c.or less None necessary' None necessary
round head,or
ring shank
8d clipped head Greater than 6"o.c.' 'I' 6"o.c_
or round head 6"o.c.
8d round head Greater than 6"o.c.' 6"o.c_a
ring shank 6"o.c.
a. Maximum spacing determined based on existing fasteners and s plemental fasteners.
b. Maximum spacing determined based on supplemental fasteners 01 nly.
201.2 Roof secondary water barrier for site-built single family residential
structures. A secondary water barrier shall be installed using one of the following
methods when roofing replacement when reroofing
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a) All joints in roof sheathing or decking shall be covered with a minimum 4 in.wide
strip of self-adhering polymer modified bitumen tape applied directly to the sheathing
or decking. The deck and self adhering polymer modified bitumen tape shall be
covered with one of the underlayment systems approved for the particular roof
covering to be applied to the roof
+ 2
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