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{'rndurYAoaroval Menu+>Product or Annlir-a[iorl SraKii>Aanllcation U, t i Application Detail
t.,
t+ 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@jextrememeta[Mbricators.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
nchard@emfab.net
Quality Assurance-Representative
Address/Phone/Email
Category. Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report.from a'Florida_Registered Architect ora Licensed
Florida Professional Engineer
C Evaluation Report=Hardcopy Received
Florida Engineer or Architect Name who developed James L Buckner,P.E.@ CRICK,Inc.
the Evaluation Report
Florida License PE-31242
Quality Assurance.Entity Keystone Certific_ations,.Inc.
Quality Assurance Contract Expiration Date 04/22/2024
Validated.By Michael John Riemer,P.E.
a Validation Checklist-Hardcopy Received
Certificate.of-Independence FL17022. R6 COI CertOflndeo.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
I
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 0110112017
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 5VCrimo 26aa 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 conditions FL17022 R6 AE i 5VCrimo_26na WoodDeck EVALREPORT .R6.odf
and limitations of use.Install.the assembly in Created by Independent Third Patty: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 (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 FL17027 R6 I1 2 SVCrimo 032A1um WoodDeck EVALREPORT R6 D4
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 R6j).d
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 I1 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 conditions FL17022 R6 AE 3 1.5 MechSeam 24oa 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.
17022.4 r4- 1.5"Mechanical Seam" 1.5"rib height,16"wide,0.032"aluminum,standing seam roof panel
mechanically attached to wood deck with dips and screws.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R6 II 4 1.5
Approved for use outside HV142:Yes MechSeam 032A1um WoodDeck EVALREPORT.odf
Impact Resistant:No Verified By:James L.Buckner,P.E.:@ CBUCK Engineering RE.#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 FL1702.2 R6 AE'4 1.5
compliance with the installation:method listed in MechSeam 032A1um WoodDeck 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-"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 iNailStrip 266a W odDeck 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 reportfor conditions.
,t I
and limitations of use.Install the assembly in FL17022 R6 AE 5 1NailSfrio 26Da WoodDeck EVALREPORT.odf
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 -1NailStrio 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 reportfor conditions FL17022 R6 AE'6 11\lailStrio 032A1um WoodDeck EVALREPORT odf
and limitations of use.Install the assembly in Created by Independent Third Party:Yes
compliance witli 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
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 SNailStrio 264a 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 29aa 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 FI 17022 R6 AE 8 'EMAX Rib 29aa 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 (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 26g6 WoodDeck EVALRFPORT odf
Approved for use outside HVHZ:Yes Verified By:tarries 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 FI 17022 R6 AF 9 PBR Rib 26oa WoodDeck EVAI_RFPORT.ndf
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.
Fa----I Nox,
contact us::2601 81alr Stone Road Tallahassee K 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 Statementi
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 co"tact W.487.1395.-pursuant to Section 455.275
(1).Floridd Statutes,effective October 1,'2012,licensees acensed under Chapter 455,F.S.mustprovide the Department with an email address If they have one.The
emalls 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 fg_.
Product Approval Acmpts:
t�Ilq �L
F peglah,6,j Stru �I urc5l Eng irteLprIPIQ CBUCK,Inc.Certifrcate of Authorization 118064.
Evaluation Report
"5-,V Crimp"
Metal Roof Assembly
Manufacturer:
Extreme-Metal, Fabricators, LlC.
2160 SW Poma Drive
-Palm City, FL 34990
(772)87278034
for
Florida Product,Approval
# EL 1022,1
Florida Building Code Sthr Edition(2014)
Per Rule 61G20=3
Method: 1- D
"Category: Roofing
Sub- Category: Metal Roofing
Product: 5-V Crirpp.Roof Panel
Material: steel
Panel Thickness: 26 gauge
Panel Width: 24"
Support: Wood Deck
Digitally signed by James L.Bucknei P.E.
Electronically signed and sealed documents
shall complywnth the provisions of FAC Rule
Prepared by: 61GI5 23. 1111 l l l f J
James L.:Buckner, P.E.,5EC6
Florida Professional Engineer#31242
'
Florida Evaluation ANE ID: No31242
1916 -
Project Manager: Diana-Gallowa
J g Y
Report No. 16-166-5V-S6W-ER ��,p STATE OF
(Revises 16-123 5V S6W-ER) `SSORI
; ;`
Date: 12 122/16 '�NNAL�NN-0
-
Contents:
Evaluation_;Report Pages 1-7 4
2016.1228.14:0853'-05'0V
I
CBtlCK,Inc. Palm Beach County;.Florida
Phone:(56'1)491-9927•Email-chuck@:cbuckinc.net•Website:www.cbuckinc.net
Mail Address:2637 E.AtlanticBivd,93406%Pompano Beach,FL 33062
_ I
1
I '
FL#: FL 17022.1 R6
Date: 12/22/16
firr '- f��fi �> t -- ., �- �,,; - .- Report No.:16-166-5V-SGW-ER
�, 4�b'�i !' `= Lit L°� J
Page 2 of 7
rSpLCllditt j Stra ural r=nc2i : ring DUCK,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. 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)
Date: 12122/113
;p Report No.:16-166-5V-S6W-ER
LJ
Page 3 of 7
Performance Standards: The product deocrbedhenein has demonstrated compliance with: .
• QL600-06-7estforUdift Resistance mf Roof Assemblies
w ULl897c04-Uo/ift testfor roof covering systems
* TAG125~03-Standard 8e4uirennentsfbr 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 [ode, as related to the scope section to Florida Product
� Approval Rule 61G2O-3'QO1.
�
K]mnitatmmsamd 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 6113I0-3.004, the Florida 8ui\dih8 Commission is
the authority to approve products under"Optional Statewide Approval". �
Option for application outside"Limitations and ConditionsofUse"
a Rule 61G2O-3'0OS(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 ru le(FAC)61G15-36 to
connp|yvyith'Florida product approval rule /FAC\ 61G2O73.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 C8UCK Engineering is hot a
design certification of code compliance construction submittal documentation,
per FBC section 107,for any individual structure,site specific or permit design.
° Deck shall bein compliance with applicable building code. |
� Design of support system is outside the scope of this report.
w Fire Classification is outside the scope of Rule 61G2D-3,and is therefore not
/
included in this evaluation. /
� |
w This evaluation report does not evaluate the use of this product for use in the
High [Dade/�Bn�xvardCgun�es
� ~� ��-` ' ` '--) |
�
Quality Assurance: The manufacturer has demonstrated compliance of roof panel products �in
accordance with the Florida Building Code and Rule 61G20-3;005 (8) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity through Keystone Certifications, Inc. (F8[ Organization |D#'[iUA
1824)' �
|
�
|
FL#: FL>17021.1 R6'
Date: 12/22/16
r— �q ReportNo.:-16-166-5V-S6W-ER�
_.�n—Li .? Page 4 of 7
S oclaftj Structural r=ngineering (BUCK,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"
YieldStrength: 50 ksi min.
Corrosion Resistance: In compliance with FBC Section 1507.4.3:
ASTM.A792 coated, or
i ASTM A653 G90 galvanized steel
Fastener:.
FASTENER 1 Used for Attachment 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"mina,
embedment into wood plank)
.Per FBC Section 1506.6:and 1507.4.4
Per ANSI/ASME B18.6.1
Components/Materials: Underlayrnent:
(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:
s Rigid insulation shall meet minimum.density.OR compressive strength.
s 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.
i
i i
FL#: FL 17022.1 116'
II
Date: 12.122/16
k;==�, � ReportNo.:.16-166-5V-S6W-ER
J �- "t� Page 5of7
. 7 L 6
S( Ipc' Ic 6f j Structura Encalnee�rinq 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 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 -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 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 (2014).
The installation method described herein is. in accordance-with the scope of this
evaluation report. Refer tol 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.: D589101-450-18, 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)
i
v
FL#: FL 170221 R6
Date: 12/22/16
°J$� t� Regort No.:16-166=5V-S6W-ER
' - Pa a 6of7
Spocicalt`y Struct9::rc:91 �ngIn� rIn� CBUCK,Inc.Certificate of Authorization#8064,
Installation Me hod
Extreme Metal Fabricators, I.LC,
5-V Crimp (26 Gauge Steel) hoof-Panel attached to Wood Deck
Drawings
24'
1z'
3/8"
_OPTIONAL STRIATIONS
i
Panel Profile
Nominal 12"o.c.. Nonunal l2"o.c.
Fastener
#9 x 1-1/2"Min. or #10 x 1`-112"Mn.per Table"N'
Hez Washer Head Screw
Spaced 12"o.c.across the-Panel Width
Panel Overlap Refer to Table"A'for Spacing Along Panel Len
Deck
-15132 or greater Plywood,or
Wood-plank
Typical Assembly Profile-View
(Typical Fastening Pattern Accross Width - Interior).
I
FL#: FL 17022.1 R6,
Date: 12/22/16
Report No.:16-166-5V-S6W-ER
LI Page 7 of 7
r SPL=c1aittj Strur—turc5l F=ncJinL=L=rinc;l CBUCK,Inc.Certificate of Authorization#8064
=P c1c',
Installation Method
Extreme Metal Fabricators., LLC.
S-V Crimp (16 Gauge Steel) Roof Panel attached to Wood beck
Fasteners-
#9 x.1-1/2"Min. or
#10 x I-I/Z'Min. perTable"A7 5-V Crimp Roof Panel
Hex Washer Head Wood Screws
Optional:
Deck: Rigid Insulation
-15/3Z'or greater Plywood,or Thickness 3"MaArnurn
-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 915 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: 49 410 #10 #10
*Allowable design pressureN)for allowable stress design WD)with a margin of safety of to 1.