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Product.Apo-1 Wnu.>pmdvrt or Applicbtldri Search>Application List>Appliaauon Detall
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@extrememetalfbbr'icators.com
Authorized Signature James Buckner
jimmy@cbuckinc.net
Technical Representative Richard McKuhen
Address/Phone/Email 2160 SW Poma,Driye•
Palm City,FL 34990
(772)872-8034
rchard@emfab.net
Quality Assurance Representative
Address/Phone/Emali
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 Ucense 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 CertOFIndep.odf
Referenced Standard and Year(of Standard) Standard Year
TAS 125 2003
UL1897 2004
UL S80 2006
Equivalence of Product,Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/21/2016
Date Validated 12/29/2016
Date Pending FBC Approval 1 01,24/2 0 1 6
Date Approved 01/01/2017
Summary of Products
FL# Model,Number or Name Description
17022.1 1-"5V Crimp"(116) 26 Gauge steel,.318"ribr 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 SVCrimp 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 15VCrimD 26ga 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.
17022.2 2-"5V Crimp-"(116) 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 5VCr"imp 032A1um WoodDeck EVALREPORT Rfi 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 FL17027 R6 AE 2 5VCrimp 032A1um WoodDeck EVALREPORT R6.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.
17022.3 3-"1.5"Mechanical Seam" 1.5"rib height,16"wide,24 gauge steel,standing seam roof panel
(R5) mechanically attached to wood deck with dips 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 conditions. FL17022 R6 AE 3 1.5 MechSeam 74ga 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 forattachment.
17022.4 4-"1.5"Mechanical Seam" 1.5"rib height,16"wide,0.032"aluminum,.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.odf
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 032Aluri woodDerk EVALREPORT odf
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-"i 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 tNailStrio 26ga 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
I i
and limitations of use.Install the assembly in FL17022 R6 AE 5 1Nail5trio 26aa WoodDeck EVALREPORTrodf
compliance with the installation method:listed in Created by Independent Third Party:Yes
this report and applicable code sections of FBC.
Refer to m6nufacturer's-installation!instructions
as a supplemental guide for attachment.
17622:6 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 FL11022 R6 II 6 1NaiiSfrip032A1um.WoodDeck EVALREPOR-T,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 6 iNailStrio 032A1um WoodDeck EVALREPORT odf
and limitations Qf 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"(RS) 1,5111rib height, 19"wide,26 gauge steel,standing seam roof panel
mechanically attached to wood deck with screws.
,Limits.of Use Insta{iation Instructions
Approved for use in HVHZ:No FL17022 R6 II 7 1 5NailStrio 26aa WoodDeck EVAL11EP013T odf
Approved for use outside'HVHZ:Yes Verified.By:James L BuckneY,P.E.@ MUCK 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 FL R6 AE'7`1 5NailStriD 26aa WoodDeck EVALREPORT DdY
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"(R5) 291 gauge steel,,lapped roof panel inechanically.atttiched to wood deck
with exposed screws:
Limits of Use Installation Instructions
Approved.for use in HVHZ:No FL17022 R6'II 8' EMAX Rib 29oa 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/-Tattle 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 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 116 II 9 PBR'Rib 26aa WoodDeck EVALREPORT ndf:
Approved for use outside HAfHZ-Yes Verified By:James.L Buckner,P-E:@ CBUCK Engineering P.E..#31242
3mpactReAstant:No Created by Independent.Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other,Refer to'evaluation report for conditions Ft-17022 R6 AE 9 PBR Rib 26ga WoodDeck EVALRFPORT m
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 Nczt
Contact Us::2601 Blair Stone Road Tallahassee FL MW Phone:850-487.1824
The State of narida.isan AA/EEO�employer.Copyright 2007-21013 State of Florida,::prmcv Statement::A0.'P-Sslbruty Statemenr;:-Refund Statement
Under Florida law,email addresses are public records.If you do.not want your e-mail address,released'in response to apublic-records request,do not send electronic,
mail to this entity..instead,mntact: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 2012,11censees licensed under Chapter 455,.RS_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 eman.address which cen be.made available to the public.To determine if you are a'licensee under chapter 455,.F:S.,please
dick here.
P[-ddu^ct Approval Accepts:
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SpL==alttj St uc_turc5t r=nc2lnL=L=rinq
CBUCK;Inc.Certificdte of Authorization#8064
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Evaluation Report
15-V'Oirno"
Metal .Roof Assembly
Manufacturer:
Extreme Metal Fabricators; LLC.
2160 SW Poma Drive
i
Palm City,:FL 34990'
(772)872-8034
for
Florida Product Approval
FL 17.02201 116
Florida Building Code Sth Edition (2014)
Per Rule 61G20-3
Method: 1- D
Category: Roofing
Sub -Category: Metal Rooting j
Product: 5-V Crimp Roof Panel
Material Steel
Panel Thickness: 26 gauge
Panel Width: 24"
Support: Wood Deck
Digitally signed by James 6 Buclmei",P.E.
Electronically signed and sealed documents
shall comply with provisions of FAC Rule
Prepared by: 61GJb23. tit1111177,
\\James. ,Buckner, P.E.;5EG6 e4�5
L. L BUCk7i�''%
Florida Professional Engineer#31242
Florida.Evaluation ANTE ID; 1916 _ wo31242
Project Manager Diana Galloway
Report.No. 16-16&5V-S6W-ER ��,p;. STATROF
(Revises 16-1233V S6W-ER) :F .toR.....
� SI�a�`�.
Date: 12/22f 16 /1�ONAtrllliL
r•
Contents:
Evaluation Report Pages 1 7
2016.12.2814:08:53-0500'
CRUCK,16t. - Palm Beach_County Florida
Phone:(561)491-9927-Email:cbuck@.cb6c-kinc.net`We_Wte:www.cbuckinc.net
Mail Address:2637 E.Atlantic Bivd,#34069,Pompano Beach,FL33062-
i
FL#: FL 17022.1 R6
Date: 12/22/16
Report No.: 6-5V-56W-ER
Page 2 of 7
��mr—Ic S�r1J 1`�::1r�1 En�'nev�ng CBUCK,Inc.Certificate of Authorization#8064
Manufacturer: Extreme.Metal Fabricators,LLC.
2160 SW Poma Drive
Palm City,FL 34990
(772)872-8034
http://www.extrememetalfabricators.com/
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. Undedayment
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 R6
Date: 12 J 22 J 16
r fit, Report No.:16-166-5V-S6W-ER
Page 3 of 7
���ma�LJ Sf1.aClr2f1 I�Y1C�)r�i�et IC1Q CBUCK,Inc.Certificate of Authorization 1i8064
Performance-Standards: The product Aescribed 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 o This evaluation report for "Optional Statewide Approval" contains -technical
Conditions.of Use:, documentation, specifications and installation methods) which include
"Limitations and Conditions of Use" throughout the report in.accordance with
Rule 61620-3.005. 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"
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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 eule.(FAC)611315-36 to
comply With Florida product approvai.rule (FAC) 61G2073._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 61620-3005 (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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FL#: FL 17622.1116.
Date: 12/22/:16
y�* UC� 1 4 5 3 m i Report No.:4 of 76-5V-S6 i-6R'
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MPL al�tt'y Sfirl..i r�l Erac�tr'l �ctnq
CBUCK,inc..Certificate of Authorization#806
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: Incompliance with FBC Section 1507.4.3
e ASTIVI A792 coated, or
• ASTM A653 G90galvanized steel
Fastener:
FASTENER 1 Used for Attachment Method 1
Type: HexWasher Head Wood.Screw
Size: #9 x 1-1/2"(or of sufficient length to meet 3/16"min..
Corrosion Resistance: penetration through deck or 518" min.
Standard; embedment into wood plank)
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Per FBC Section 1506.6 and 1507.4.4
FASTENER 2. Per.ANSI/ASME-B18.6.1
Type:
Size: Used forAttachment Method 2,3&4
Corrosion:Resistance: Hex Washer Head.Wood Screw
Standard: #10 x 1-1/2"for of sufficient_length to meet 3/16" thin:
penetration through deck or 5/8"mina
embedment into wood plank)
Per FBC Section 1506.6.and-1507.4.4
PerANSI/ASME B18.6.1
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Components/Materials: Underlayment:
(by Others) Material and application shall be in compliance with FBC-Section 1507.4.5.1:and
.1507.4.52, applicable codes and in accordance with manufacturer s
recommendations.
Insulation(Optional):
Type: Rig id.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 lconform to meet 3/16"min.penetration through deck or 5/8"
min.embedment into wood plank.
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FL#: FL 17022.1 R6'
Date: 12/22/16
Report No.:16-166-5V-S6W-ER
< � Page 5of7
Speclaittj Stru�ral E=nginserin[� CBUCic Inc.Certificate of Authorizatioatf806
installation: Installation Method:
Refer to"TABLE A"below and drawings at the end f this v( g e a t s evaluation report.)
g
■ 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"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 229 PSF
Row Spacing: 16"o:c. 16"o.c. 8"P.C. 6"o.c.
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Fastener Spacing(along rows): 12"o.c. 12"o.c. 12"o.c. 12"occ.
Fastener Size: #9 #10 #10 #10
*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 applicable code sections of FBC 5th Edition (2,014.).
The installation method described herein is in.accordance with the scope of this
evaluation report. Refer to manufacturer's installation instructions ias '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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FL#: FL.170221'R6 1
Date: 12/22/16
# >, - - Report No.:16-166-5V-S6W-ER'
Page 6 of 7
Sj eClcal Lj. Steruc=t- olErc9l. �ne�tir, �r1nc CBUCK,Inc.Cert'ficote of Authorization#8064,
Installation Method
Extreme-Metal Fabricators, LLC.
5-V Cr mP (26 Gauge steel) Roof:Panel attached to:Wood Deck
Drawings
24°
318"
onONAL smAnoNs
Panel. Profile
Nominal 12".o.c. Nominal 12"o.c.
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Fastener
Hex 1-112"Win.per Table"A
z Washes Head Screw
Spaced 12"o.c.across the.Panel Width
Panel Overlap, Refer to Tattle X for Spacing Along Panel:Lengtf�
� I
Dedc i
-15132"or greater Plywood,or
-Wood Plank
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Typical Assembly Profile!View.
(Typical Fastening,Pattern Accross Width =Interior)
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FL#: FL 17022.1 R6.j
Date: 12[22:%16
Report No.:16-166-5V-%\W-Ek
Page 7of7
kT
SpEPelc'9 1hi iStrut tural F=ngIr"i�L=rinQ Cwek inc.Certi cate of Authorization#86.64
Installation Method
Extreme Metal Fabricators, LLG.
5-v Crimp (16 Gauge Steel) Roof Panel attached to.Wood Deck
Fasteners
#9 X 1-11T Min. or
#10 X 1-1/2"Min. perTable."A" 5-V Crimp Roof Panel'
Hex Washer Head Wood Screws
f ^�
Deck. Optional-
Rgid Insulation
-15/32"or greater Plywood,or Thickness 3''Ma)amum
-Wood plank
Typical Roof Assembly
Isometric View
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(:Optional) Rigid Insulation Board per Page 4 of this,report
TABLE uAn 1
ALLOWABLE LOADS
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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 a margin of safety of 2.to 1..
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