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• FL# FL17022-R6
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived O
Product Manufacturer Extreme Metal Fabricators, LLC.
Address/Phone/Email 2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
tara@extrememetalfabricators.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
richard@emfab.net
Quality Assurance Representative
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.
Ov Validation Checklist- Hardcopy Received
Certificate of Independence FL17022 R6 COI CertOfIndep.pdf
Referenced Standard and Year(of Standard) Standard Year
TAS 125 2003
https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bhY86MeuoxVxrT%2bdgmFfmMw%3d%3d Page 1 of 4
Florida Building Code Online • ^ �a., '?� �I/27/17,8:32 AM
Limits of Use Installation Instructions kjumVoodQec"kApproved for use in HVHZ: No FL17022 R5 II_4 1.5 MechS'ea 0 _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_4 1_5
and limitations of use. Install the assembly in MechSeam 032Alum WoodDeck EVALREPORT.pdf
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.
17022.5 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 11 .5 1NailStrip 26ga 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 R5 AE 5 1NailStrip 26�7c a WoodDeck EVALREPORT.pAf
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.
17022.6 6-"1 in. Nail Strip" (R5) 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_1NailStrip_032Alum 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_6 1NailStrip 032A1um 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 for attachment.
17022.7 7- "1.5 in. Nail Strip" (R5) 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.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 7 1.5NailStrip_26ga 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 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 229 a 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_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 a supplemental guide for attachment.
17022.9 9 PBR MAX" (R5) 26 gauge steel, lapped roof panel mechanically attached to wood deck
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bhY86MeuoxVxrT%2bdgmFfmMw%3d%3d Page 3 of 4
Florida Building Code Online \,/ ," 27/17,8:32 AM
with exposed screws.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R6_II_9_PBR Rib 26ga 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 9 PBR Rib 26ga Wood Deck_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 for attachment.
Back Nezt
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.COD right 2007-2013 State of Florida.::Privacy Statement::Accessibility 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 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 contact 850.487.1395.*Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.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 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:
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https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bhY86MeuoxVxrT%2bdgmFfmMw%,3d%3d Page 4 of 4
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CSUCK Engineering
Speclalty Structural Englnc�rinc� CBUCK,Inc.Certificate of Authorization 118064
Evaluation Report
1" Nail Strip
Metal Roof Assembly
Manufacturer:
• Extreme Metal Fabricators, LLC.
2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
for
Florida Product Approval
# FL 17022.5 R5
Florida Building Code 5th Edition (2014)
Method: 1 - D
Category: Roofing
Sub - Category: Metal Roofing
Product: 1"Nail Strip Roof Panel
Material: Steel
Panel Thickness: 26 gauge
Panel Width: 16"
Panel Seam: Snap-Lock
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: 61G15-2`` ``ttiillII1/1,'
James L. Buckner, P.E.,SECB �tcENs ,'F�';
Florida Professional Engineer#31242 =*r No 31242
Florida Evaluation ANE ID: 1916
Project Manager:Youry Demosthenes =70 : w_
Report No. 16-123-1N5-S6W-ER 0STATE OF
(Revises 15-217-1N5-56W-ER) U '•F ... CjiN`�
Date: 4/18/16 �''�is
Contents: y( :
Evaluation Report Pages 1—7
2016.04.1911:32:32-04'00'
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
?112.5115
Date: 4/18/16
CBUCK Engineering
Report No.:2 of iN5-S6W-ER
Specialty Structural Engin�rinq CBUCK,Inc.certificate of Authorization#8064
Manufacturer: Extreme Metal Fabricators,LLC.
Product Name: 1"Nail Strip
Product Category: Roofing
Product Sub-Category Metal Roofing
Compliance Method: State Product Approval Rule 61G20-3.005(1) (d)
Product/System 1" Nail Strip Roof Panel, 26 Gauge steel, 16" wide panel mechanically attached to
Description: Wood Deck
Product Assembly as Refer to Page 4 of this report for product assembly components/materials &
Evaluated: standards:
1. Roof Panel
2. Fasteners
3. Adhesive(select system)
4. Underlayment
5. Insulation (Optional)
Support: Type:
Wood Deck
(Design of support system 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)
022.5'.5
Date:
4/18/16
CE3Ur.K Engineering Page rt No.:3 of 7-123 -S6W-ER
Speelalty Structural Enginekerinq 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
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).
C I;L py
E 0
FL#: FL 17022.5 R5
Date: 4/18/16
CBUCK Engineering Page rt No.:4 of 1NS-S6W-ER
eclalty Structural Englneerinq CBUCK,Inc.Certificate ofAuthorization#8064rrm—P
4
Components/Materials Roof Panel: 1" Nail Strip
(by Manufacturer): Material: Steel
Thickness: 26 Gauge (min.)
Panel Widths: 16" (max.)Coverage
Rib Height: 1"
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:
Type: Pancake-Head Wood Screw
Size: #10 x 1" (min.)
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per ANSI/ASME B18.6.1
Seam Adhesive/Sealant: (Select Systems)
Product Name: Bostik 915TM Chem-Chalk
Type: One component, polyurethane adhesive
Application Size: 3/16" continuous bead
Application Location: Along base of male rib vertical flange at each panel
seam. (Refer to Table"A"and drawing Pg 6-7)
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 penetrate thru bottom of
support a minimum of 3/16".
� s
F 022.5 R5
Date: 4/18/16
CHUCK Engineering Pagert No.:5 -17 INS-S6W-ER
Specic9lty 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
(along the length of the panel)
■ Rib Interlock: Snap-Lock
(Panel ribs shall be fully engaged to form an integral snap-lock.)
■ Seam Adhesive: Refer to Table"A"&Drawing Page 6.
(Apply continuously along base of male rib vertical flange at each panel
seam.)
■ Minimum fastener penetration thru bottom of support,3/16".
■ 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
Design Pressure(ASD)*: -86 PSF -97.25 PSF
Fastener Spacing: 6"o.c. 6"o.c.
Seam Adhesive: Not required 3/16"continuous bead
(Refer to pg.6-7)
*Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of 2 to 1.
Install the 1" Nail Strip 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.`D8133.01-450-18, Date: 06/30/15, Specimens#1
2. Quality Assurance
Keystone Certifications, Inc. (FBC Organization ID#QUA 1824)
Extreme Metal Fabricators,Inc. Licensee#974
3. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization#ANE 1916)
LECOLfj'22.5 R5
Date: 4/18/16
CHUCK Engineerinq Report No.:6 of 7-123 -S6W-ER
Specialty Structural IEngineerinq CBUCK,Inc.Certificate of Authorization#8064
Installation Method
Extreme Metal Fabricators, LLC.
1" Nail Strip (26 Gauge Steel) Roof Panel attached to Wood Deck
Drawings
16"
—� T—
�_ 3/4 —
Panel Profile
16"o.c.
Deck:
-15/32"or greater Plywood,or
-Wood plank
Integral Snap Lock
For METHOD 2:
Apply 3116"Bead Bostik 915Tm Sealant
Continuous Along Male Rib Vertical Flange
Fastener
#10 X 1"Min. per Table"A"
Pancake Head Wood Screw
Typical Assembly Profile View
(Typical Fastening Pattern Across Width)
i
#� 17022.5 R5
Date: 4/18/16
CBUCK Engineering Page rt No.:1-1 INS-S6W-ER
Speclalty Structural Englneerinq CBUCK,inr,.Certificate of Authorization#8064
Installation Method
Extreme Metal Fabricators, LLC.
1" Nail Strip (26 Gauge steel) Roof Panel attached to Wood Deck
Fastener
#10 x 1"Min. per Table"A"
Pancake Head Wood Screw
1"Nail Strip Roof Panel �—_
� � I
Optional:
Rigid Insulation
Thickness 3"Maximum
�,s�Gse!*':�sr�'!".Y.s1l':�YC'4V��ar�':�4;j�'Ts.�:b':�.Si :v✓GS`a
Seam Adhesive Application:
Deck: For Method 2
-15/32"or greater Plywood,or Apply 3/16"Bead Bostik 915Tm Sealant
-Wood plank Continuous Along Male Rib Vertical Flange
(Refer to Table"A")
Typical Roof Assembly
Isometric View
(Optional) Rigid Insulation Board per Page 4 of this report
TABLE"A"
ALLOWABLE LOADS
• METHOD 1 METHOD 2
Design Pressure(ASD)*: -86 PSF -97.25 PSF
e
Fastener Spacing: 6"o.c. 6"o.c.
Seam Adhesive: Not required 3/16"Continuous Bead
*Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of 2 to 1.