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FL #
F1.17022-116 �/ O v / Zv�
Application Type
Code Version
Revision
2014 ST. LUCIE COL'N-fy BUILDING MISION
Application Status
Approved REVIEWED FOR C IA I E
RL' V r, NV E"
DATE
Comments
s PLANS AND PERT IT MUST BE KEPT ON JOB
Archived
OR NO INSPECTION NVILL BE MADE.
Product Manufacturer
Extreme Metal Fabricators, LLC.
Address/Phone%Email
2160 SW Poma Drive
Palm City, FL34990
(772) 87.2-8034
tora@extrememetalfabricators.com
Authorized Signature
James Buckner
jimmy@cbuckinc.net
Technical Representative
Richard McKuhen
Address/Phone/Email
2160 SW Poma Drive
Palm City, FL 34990 THESE PLANS AND ALL PROPOSED WORK
(772) 872-8034 . ARE SUBJECT TO ANY CORRECTIONS
richaed@emfab.net REQUIRED BY FIELD INSPECTORS THAT
NIAY SE NECESSARY IN ORDER TO
Quality Assurance Representative
COMPLY WITH ALL APPLICABLE CODES.
Address/Phone/Email
Category
Roofing
Subcategory
Metal Roofing
Compliance Method
Evaluation Report fro da Registered Architect or a Licensed
Florida Professional EURMLED FASTENERS
OR ATTACHMENTS
rL Evaluation Report - HarAygMOPONSIBILITY
Florida Engineer or Architect Name who developed
OF THE
James L. Buckner, P.E. @ CBUCOWMCTOR OF RECORD
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.
2, Validation Checklist - Hardcopy Received
Certificate of Independence
FL17022 R6 COI CertOflndeb.odF
Referenced Standard and Year (of Standard)
Standard Year
TAS 125 2003
UL1897 2004
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
, lie coppy
Product Approval Method Method 1 Option D
Date Submitted
10/21/2016
Date Validated
12/29/2016
Date Pending FBC Approval
4/2016
Date Approved
01/01/2017
of Products
FL #
Model, Number or Name
Description
17022.1
1 - "5V 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
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/ -Table A
Other: Refer to evaluation report for conditions
and limitations -of use. Install the assembly in
Instructions
FL17022 R6 II 1 5VCrimo 26ga WoodDeck EVALREPORT R6.odf
Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R6 AE 1 SVCrimo 26oa WoodDeck EVALREPORT R6.odf
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 - "5V Crimp" (116)
0.032" Aluminum,-3/8" Rib height, 21" wide lapped nel,
mechanically attached to wood deck with ex screws.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/ Table A
Other: Refer to evaluation report for conditions
and limitations of use., Install the assembly in
stallation In
FL17027 R6 Ii 2 SVCrimo 032A1um WoodDeck EVALREPORT R6 odf
Verified By: James'[_. Buckner, P.E. @ CBUCK Engineering P.E. #31242
Created by Independent Third Party: Yes
Evaluation Reports
FL17027 R& AE 2 5VCrimo 032AIum WoodDeck EVALREPORT R6 odf
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"
(115)
1.5" rib height, 16" wide, 24 gauge steel, standing seam roof panel
mechanically attached to wood deck with clips and screws.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/ Table A
Other:. Refer to evaluation report for conditions
and limitations of use. Install the assembly in
Installation Instructions
Ft 17022 R6 II 3 '1 5 MechSeam 24oa WoodDeck EVALREPORT odf
Verified By: James L. Buckner,.P.E. @ CBUCK Engineering P.E. #31242
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R6 AE 3 1.5 MechSeam 24oa WoodDeck EVALREPORT.odf
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"
(RS)
1.5" rib height, 16" wide, 0.032" aluminum, standing seam roof panel
mechanically attached to wood deck with clips and screws.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +NIA/ -Table A
Other: Refer to evaluation report for conditions
FL17022 R6 1I 4 1.5
MechSeam 032A1um WoodDeck EVALREPORT Odf
Verified By: James L..Buckner, RE-@ CBUCK Engineering P.E. #31242
Created by Independent Third Party: Yes
Evaluation Reports
and limitations of use. Install the assembly in
compliance with the installation method listed in
this report and applicable code sections of FBC.
FL17022 R6 AE 4 1:5
MechSeam 032Alum WoodDeck EVALREPORT.odf
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
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/-Table.A
Installation Instructions
FL17022 R6 II 5 1NailStrio 26ga , WQgdQeck EVALREPORT.odf
Verified By: James L: Buckner, P.E. @ CBUCK Engineering P.E. #31242
Created by IndependentThird Party: Yes
Evaluation Reports
Other: Refer to evaluation report for conditions
1
and limitations of use. Install the assembly in
FL17022 R6 At- 5 I.NallStrip 260a WoodDeck EVALREPORT:DdF
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.
17022.6
6 - "1 In. Nail Strip" (115)
1" rib height, 16" Wide, 0.032" aluminum, standing seam roof panel
mechanically attached' to wood deck withscrews.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Installation Instructions
FL17022 R6 II 6 INailStriD 032A1um WoodDeck EVALREPORT.odF
Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242
Created by Independent Third Party: Yes
Design Pressure: +N/A/, -Table A
Other: Refer to evaluation report for conditions
and limitations of use. Install the assembly In
Evaluation Reports
FL17022 R6 AE 6 1NaliStriD 032AIUm WoodDeck EVAL'REPORT ndf
Created by Independent Third Party: Yes
compliance witti 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
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/ -Table A
Other: Refer to evaluation report for conditions
and limitations of use. Install the assembly in
'Installation Instructions
FC17022 R6 II 7 1 5NaIIStriD 26ga WoodDeck EVALREPORT Ddf
Verifled By: James L Buckner, P.E. @ CBUCK Engineering P.E. #31242
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R6 AE 7 1 SNailStrio 26ga WoodDeck EVALREPORT.Ddf
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" (RS)
29 gauge steel, lapped, roof panel mechanically attached to wood deck
with exposed screws.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/ -Table A
Other: Refer to evaluation report for conditions
Installation Instructions
FL17622 R6 II 8 EMAX Rib 29Da WoodDeck EVALREPORT Ddf
Verified By: James L. Buckner, P.E. @ CBUCK'Engineering P.E. #31242
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R6 AP 8 EMAX Rib 29ga WoodDeck EVALRFPORT Ddf
Created by Independent Third Party: Yes
and limitations of use. Install the 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.
17022.9
9 - " PBR MAX" (RS)
26 gauge steel, lapped roof panel mechanically attached to wood deck
with exposed screws.
Limits of Use
Approved for use'in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Installation Instructions
FL17022 R6 II 9'PBR Rib 26gaWoodDeck EVALREPORT.Ddf
Verified By: James L Buckner, P.E. @ CBUCK Engineering P.E. #31242
Created by Independent Third Party: Yes
Design Pressure: +N/A/ -Table A
Other: Refer to,evaluation report for conditions
and limitations of use. Install the assembly in
Evaluation Reports
FL17022 R6 AE' 9 PBR Rib 26ga WoodDeck EVALREPORT.ndf
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.
8arh N"at
Contact Us •-Zero mail krone 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 :: Aaessihility 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-puNic-records request, do not send electronic
mail to this entity. Instead..contact the.oflice 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'Umnsed under Chapter 455, F.S: must provide the Department with an email address If they have one. The
emalls provided may be used for'official.communlcation 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 tfie public, To determine if you are a licensee under chapter 455, FS., please
dick her- .
Product Approval Accepts:
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L iSl �q 03
Sp@ddlhJ Strucfiurc,31 r=nc2l1 L=L=rl Q CBUCK, Inc. Certificate of Authorization #8064
Evaluation Report
"S-V Crimp"*'
Metal Roof Assembly
Manufacturer:
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 5th Edition (2014)
Per Rule 61G20-3
Method: 1 D
Category: Roofing
Sub - Category: Metal Roofing
Product:
Material:
Panel Thickness:
Panel Width:
Support:
Prepared by:
James L. Buckner, P.E., SECB
Florida Professional Engineer # 31242
Florida Evaluation ANE ID: 1916
Project Manager: Diana Galloway
Report No. 16-166-5V-SGW-ER
(Revises 16-1235V-S6W-ER)
Date: 12 / 22 / 16
Contents,
Evaluation Report Pages 1— 7
5-V Crimp Roof Panel
Steel
26 gauge
24"
Wood Deck
Digitallysigned bylames L Buckner, P.E.
Electronically signed and sealed documents
shall comply with the provisions of FAC Rule
61G15=23.``Illillll►11rr
Suek'''%
N
' No31242
STATE OF
NAte\`:.
r�lllllll1111
rf:
;JV
/ f
1V-
2016.12281408 53-05'00'
Cauca, Inc. - Palm Beach County, Florida
Phone: (561) 491-9927 • Email: cbuck@cbuckinc.net • Webslte: www.cbuckinc.net
Mail Address. 2637 E. Atlantic Blvd, 934069i Pompano Beach, FL 33062
FL #: FL 17022.1 R6
Date: 12 / 22 / 16
• Report No.: 16-166-5V-S6W-ER
',r p
NCOUC 6 iJ rl h Page 2 of 7
Specldlfl, j Structural IE=nQlnL=L=TlnQ CBUCK; Inc. Certificate of Authorization #8064
Manufacturer: Extreme Metal Fabricators, LLC.
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
http:/Iwww.extrememetalfabricators.com/
Product Name:. 5-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)
FL #: FL 17022.1 R6
Date: 12122 J 16
r Report No.:16-166-5V-S6W-ER
g
Specialty Structural Engli eerIng CBUCK, Inc. Certificate of Authorization #8064
Performance Standards: The product described herein has demonstrated compliance with:
• UL580-06 — Test fo. r 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"
s 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, Inca (FBC Organization ID# QUA
1824).
FL #: FL 17022.1 R6
Date: 12 / 22 / 16
Report No.:16-166-5V-S6W-ER
i= Page 4 of 7
Specialty Stpuetural Engtneerinq 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 15,06.6 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 (lbs/ft3) min.
Or Compressive Strength: 20 psi mim
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.
FL #: FL 17022.1 R6
Date: 12 / 22 / 16
' 47 Report -No.:16-166-5V-S6W-ER
Page 5 of7
Speclaittt j Structural I`ngineerlriq CBUCK, Inc. Certifuate 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(5J 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, lnc. - 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)
FL #: FL 17022.1 R6
Date: 12 / 22 / 16
�. ' Report No.:16-166-5V-S6W-ER
t3 Z-) Page 6 of7
Spedaltt j Structural Engi►n�e=iinq 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"
3/9'
Panel Overlap
OPTIONAL STRIATIONS
Panel Profile
Nominal 12" o.c. I Nominal 12" ox.
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
Refer to Table "A" for Spacing Along Panel Length
Decic
-15/32" or greater Plywood, or
- Wood plank
Typical Assembly Profile View
(Typical Fastening Pattern.Accross Width - Interior)
i
FL#: FL17022.1'R6
Date: 12 / 22 / 16
NCReport No.:16-166-5V-S6W-ER
Page 7of7
Specialty Structural Engine2r1nq CBUCK, Inc. Certificate of Authorization N8064
Installation Method
Extreme Metal Fabricators, LLC.
5-V Crimp (26 Gauge steel) Roof Panel attached to Wood Deck
or greater Plywood, or This I ess.&' n
- Wood plank Thiclmess.3" Ma�amum
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
- 93.5 PSF
- 201 PSF
- 228 PSF
Row Spacing:
16" ox.
16" o.c.
8" o.c.
6" o.c.
Fastener Spacing (across panel width):
12" ox.
12" 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.