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-' ( 6 `j(
FL #
FL17022-116
`' •
Application Type
Revision
ST. LUCT.F COLINTY PLILDL!'G DMI —SION
Code Version
2014
REVIEWED FOR CO E
Application Status
Approved
REVIEWED BY c�{i•V
DATE ��,.�.�� . pl
Comments
PLANS AND—PEILMIT ItIUST BE KEPT ON JOB
Archived
❑
OR NO INSPECTION WILL BE MADE.
Product Manufacturer
Extreme Metal Fabricators,
LLC
Address/Phone/Email
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
fivalidation@yahoo.com
Authorized Signature
JamesBuckner
THESE THESE PLANS AND ALL PROPOSED WOI..
j
SUBJECT TO ANY CORREOTIONS
ARE
BY FIELD INSPECTORS THAT
Technical Representative
Richard McKuhen
REQUIRED
MAY BE NECESSARY IN ORDER TO
Address/Phone/Email
2160 SW Poma Drive
COMPLY WITH ALL APPLICABLE CODE
Palm City, FL 34990
(772) 872-8034
rchard@emfab.net
CONCEALED FASTENERS OR ATTACHNIEY I S
ARE THE RESPONSIBILITY OF THE
Quality Assurance Representative
CONTRACTOR OF RECORD
Address/Phone/Email
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 License PE-31242
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 04/22/2024
Validated By Michael John Riemer, P.E.
21 Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL17022 R6 COI CertOfIndeo.pdf
Standard
TAS 125
UL 1897
UL 580
Year
2003
2004
2006
File Copy
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
Date Revised
08/18/2017
summary or Proaucts
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 Instructions
Approved for use in HVHZ: No
FL17022 R6 II 1 5VCrimp 26ga WoodDeck EVALREPORT R6.Ddf
Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242
Approved for use outside HVHZ: Yes
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 SVCrimp 26ga WoodDeck EVALREPORT R6.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.
17022.2
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 5VCrimp 032A1um WoodDeck EVALREPORT R6.pdf
Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242
Approved for use outside HVHZ: Yes
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 R6 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.
17022.3
3 - "1.5" Mechanical Seam"
1.5" rib height, 16" wide, 24 gauge steel, standing seam roof panel
(115)
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
Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242
Approved for use outside HVHZ: Yes
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.pdf
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.
17022.4
4 - "1.5" Mechanical Seam"
1.5" rib height, 16" wide, 0.032" aluminum, 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 4 1.S
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 032A1um WoodDeck EVALREPORT.Ddf
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 1NaIIStri) 26ga WoodDeck EVALREPORT.Ddf
Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242
Approved for use outside HVHZ: Yes
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 5 iNailStrip 26aa WoodDeck EVALREPORT.pdf
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.
17022.6
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 1NailStriD 032A1um WoodDeck EVALREPORT.odf
Verified By: James L Buckner, P.E. @ CBUCK Engineering P.E. #31242
Approved for use outside HVHZ: Yes
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 iNailStrip 032A1um WoodDeck EVALREPORT.pdf
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.
17022.7
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 1.5NailStrip 26ga WoodDeck EVALREPORT.Ddf
Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242
Approved for use outside HVHZ: Yes
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 1.5NailStriD 26aa WoodDeck EVALREPORT.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.
17022.8
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 29ga WoodDeck EVALREPORT.Ddf
Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242
Approved for use outside HVHZ: Yes
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 29ga WoodDeck EVALREPORT.pdf
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" (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 R6 II 9 PBR Rib 26aa WoodDeck EVALREPORT.odf
Verified By: James L Buckner, P.E. @ CBUCK Engineering P.E. #31242
Approved for use outside HVHZ: Yes
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 26aa WoodDeck EVALREPORT.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.
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Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
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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, F.S., please
click here .
Product Approval Accepts:
CBUCK Engineering
53pen:1c5lty Structural IEnglnPering CBUCK, Inc. Certificate of Authorization #8064
Evaluation Report
"5-V Crimp"
Metal Roof Assembly
Manufacturer:
Extreme Metal Fabricators, LLC.
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., SECS
Florida Professional Engineer # 31242
Florida Evaluation ANE ID: 1916
Project Manager: Diana Galloway
Report No. 16-166-5V-S6W-ER
(Revises 16-123-5V-S6W-ER)
Date: 12 / 22 / 16
Contents:
Evaluation Report Pages 1— 7
5-V Crimp Roof Panel
Steel
26 gauge
24"
Wood Deck
Digitally signed by James L Buckner, P.E.
Electronically signed and sealed documents
shall comply with the provisions of FAC Rule
61G15-23.\`tllllllll//��
*' No31242
I=_
LU
STATE OF =W�
'•.FP.•' • N�
CORID�
C9
2016.12.2814,0853 -05'W
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
FL #: FL 17022.1 R6
Date: 12 / 22 / 16
CBUCK Engineering Page rt No.: 2 of 76-5V-S6W-ER
Specialty Structural Engineering 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: 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: 12 / 22 / 16
CBUCK Engineering Page Report No.: 3 16-16
76-5V-S6W-ER
Specialty Structural Engineering CBUCK, 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).
FL #: FL 17022.1 R6
Date: 12 / 22 / 16
CBUCK Engineering Page rt No.: 4 - 76-5V-S6W-ER
Specialty 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.) 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 Z 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:
Thickness:
Properties:
Density:
Or Compressive Strength:
Rigid Insulation Board
3" (max.)
2.25 pcf (lbs/ft3) min.
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.
FL M FL 17022.1 R6
Date: 12 / 22 / 16
CBUCK Engineering Report
g rt No.: 5 16-16
76-5V-S6W-ER
ISpeclalty Structural Enclneerinc] 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.
L 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)
FL #: FL 17022.1 R6
Date: 12 / 22 / 16
CBUCK Engineering Page Report No.: 6 16-16
76-SV-S6W-ER
Sppclalty Structural Englneering CBUCK, Inc. Certificate of Authorization #8064
Installation Method
Extreme Metal Fabricators, I.I.C.
5-V Crimp (26 Gauge steel) Roof Panel attached to Wood Deck
Drawings
24"
-40
12"
3/8"
JOPTIONAL STRIATIONS
Panel Profile
Nominal 12" o.c. I Nominal 12" o.c.
Fastener
#9 x 1-1/2" Min. or #10 x 1-112" 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)
FL #: FL 17022.1 R6
Date: 12 / 22 / 16
CBUCK Engineering Page Report No.:16of 5V-S6W-ER
SpL=clalty Structural Enc lneerllnq CBUCK, Inc. Certificate of Authorization #8064
Installation Method
Extreme Metal Fabricators, LLC.
5-V Crimp (26 Gauge Steel) Roof Panel attached to Wood Deck
ivyw n isuwauu1 i
-15/32" or greater Plywood, or Thickness 3" Ma)amum
- 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
- 93.5 PSF
-101 PSF
- 228 PSF
Row Spacing:
16" o.c.
16" o.c.
8" o.c.
6" ox.
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.