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n FL# FL17022 R6 UED FASTEHERS OR ATTACHMEM
Application Type Revision
Code Version 2014 ME THE MP0108M Of THE
Application Status Approved
MUM X,WftA
Comments Archived r-1 THESE PLAN; AND ALL PROPOSED WORK
ARE SUBJECT TO AW CORRECTIONS
Product Manufacturer Extreme Metal Fabricators,LLREQUIRED BY FIELD INSPECTORS THAT
Address/Phone/Email 2160 SW Poma Drive gip
Palm City, FL 34990 k B�7 R3wb� CIY.d1�ORDER- O
(772)872-8034 € "' g �1 p�
tara@extrememetalfabricatorC MPLY H M PPL!��sA8L C00ES.
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 V
V�.� 4b,-3
richard@emfab.net ST. TCIV CO�,ITY SUIT T?pTG—nm- SIGN
BF�INTin Folk C,ry IIiPLIAIb'CE
Quality Assurance Representative REVIE M''E� r
Address/Phone/Email DATE _ �
PLANS A I)PERMIT MUST BE KEPT ON JUTS
Category Roofing On NO INSPECTION WILL BE I ADE,
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.
04 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
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aB QpHpQQ... 2/23/2017
Florida Building Code Online Page 2 of 4
A—A
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 IT 1 5VCrimp 26ga WoodDeck EVALREPORT R6.r)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 FL17022 R6 AE 1 5VCrimp 26ga WoodDeck EVALREPORT R6.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.
17022.2 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 11 2 5VCrimp 032Alum WoodDeck EVALREPORT R6.1)d
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 5VCrimp 032AIum WoodDeck EVALREPORT R6.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.
F---
17022.3 3- "1.5"Mechanical 1.5"rib height, 16"wide,24 gauge steel,standing seam roof panel
�Seam.(RS) mechanically attached to wood deck with clips and screws.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R6 11 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 FL17022 R6 AE 3 1.5 Mech Seam 24cla W oodDeck EVALREPORT.odf
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.
1
17022.4 4-"I,S"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 11 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.pdf
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 supplem ental
guide for attachment.
17022.5 in.Nail Strip" (RS) 1 rib height, 16"wide,26 gauge steel,standing seam roof panel
_r,1 mechanically attached to wood deck with screws.
Limits of Use Installation Instructions
Approved for use in HVHZ, No FL17022 R6 11 5 1NailStrip 26ga WoodDeck EVALREPORT.i)df
http://www.floridabuilding.org/pr/pr_app—dtl.aspx?param=wGEVXQwtDqv2aBQpHpQQ... 2/23/2017
V�-I
4
CSUCK Engineering
IN
SpL-clallhj Structurc9l E:nglnL-L=r1nc;) CBUCK,Inc.Certificate of Authorization#8064
Evaluation Report RECOVED
"5-V Crimp"
Metal Roof Assembly FEB 2 2 2017
PEWAITTING
Manufacturer: St. Lucie County, FL
Extreme Metal Fabricators, I.I.C.
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 James L.Buckner,P.E.
Electronically signed and sealed documents
shall comply with the provisions of FAC Rule
Prepared by: 61GIS-23%\\
13 UC
James L. Buckner, P.E.,SECB L..........
Florida Professional Engineer#31242
Florida Evaluation ANE ID: 1916 - Z: No 31242
"U
Project Manager: Diana Galloway �0 .'LU
— 1 .
Report No. 16-166-5V-S6W-ER 0STATE OF
(Revises 16-123-5V-56W-ER)' Pt p, N
Date: 12/22/16
A
Contents:
Evaluation Report Pages 1—7
2016.12.28 14:08:53-05'00'
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
' 0 FL#: FL 17022.1 R6
((�' ( ry Date: 12/22/16
`�SUCK In p l�' .� Page Report No.:2 of 76-5V-S6W-ER
CBUCK,Inc.Certificate of th p;#A nzatio
Speclalty Structural EngtnserinqVI
lwl
G�' , ,r:
..
Manufacturer: Extreme Metal Fabricators,LLC. rat
. .
2160 SW Poma Drive
Palm City,FL 34990
(772)872-8034
http://www.extrememetaIfabricators.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)
t `� �',.. •.a "n:1 �: ' � FL#: FL 17022.1 R6
Date: 12/22/16
�� Page Report No.:3 of 76-5V-S6W-ER
C C
Speciality Structural Engtneerinq C6UCK,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).
.. T.
FL#• FL 17022.1 R6
f Date: 12/22/16
ESUCK "gin i rl Page Report No.:4 of 76-5V-S6W-ER
Specialty Structural Enginsering 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
• 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" min.
embedment into wood plank)
Per FBC Section 1506.6 and 1507.4.4
Per ANSI/ASME B18.6.1
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(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 conform to meet 3/16"min. penetration through deck or 5/8"
min.embedment into wood plank.
t-\ei
. • �rl �1 1i 4} � III `'(xrL3 �i
FL#: FL 17022.1 R6
Date: 12/22/16
CSUCK EngineeringReport No.: 16-166-5V-S6W-ER
Page 5 of 7
' Sp=clalfiy 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 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 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)
• 'r �3 �� ,-::.'i Sri `.i` '
FL#: FL 17022.1 R6
Date: 12/22/16
in ring Page Report No.:6 of 76-5V-56W-ER
ON
Specldlty Structural Enc)1nPPrIrIQ 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"
34'
T—
OPTIONAL STRIATIONS
Panel Profile
Nominal 12"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)
7 4
r s • FL#: FL 17022.1 R6
Date: 12/22/16
U
A rt Report No.:16-166-5V-S6W-ER
Y Page 7 of 7
SpPc=1csI j Struct urdl E:nginL=L=rIrIQ 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-
X
#9 1_1/2"Min. or
#10 X 1-1/2"Min. per Table"A" 5-V Crimp Roof Panel
Hex Washer Head Wood Screws
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Optional:
Deck: Rigid Insulation
-15/32"or greater Plywood,or Thickness 3"Maximum
-Wood plank
Typical Roof Assembly
Y
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 pressure(s)for allowable stress design(ASD)with a margin of safety of 2 to 1.