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Specialty Structural EnglneaL=rinq . CBUCK, Inc. Certificate of Authorization #8064
Evaluation Report
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 R2
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
Prepared by:
James L. Buckner, P.E., SECB
Florida Professional Engineer # 31242
Florida Evaluation ANE ID. 1§16
'Project Manager: Youry Demosthenes
Report No. 15-176-5V-S6W-ER
(Revises 14-166-5V-S6W-ER)
Date: 6 / 27 / 15
Contents:
Evaluation Report Pages 1-7
Digitally signed by James L. Buckner, P.E.
Electronically signed and sealed document
shall comply with the provisions of FAC Ru
61G15-2 ```�titllllfl///�,
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2015.07.01 11:03:27-04'00'
MUCK, Inc.
. - FL #: FL 17022.1 R2
Date: 6 / 27 / 15
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Page Report No.: 2 - 76-5V-S6W-ER
Spsclalty Structural Engineeringl-
Manufacturer: Extreme Metal Fabricators, LLC.
Product Name: 5-V Crimp
Product Category: Roofing
Product Sub -Category Metal Roofing
CBUCK; Inc. Certificate of Authorization #8064
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. Underlaymerit
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)
- It
JIM - � "i
FL M FL 17022.1 R2
Date: 6 / 27 / 15
Report No.: 15-176-5V-S6W-ER
Page 3 of 7
ISpecialty Structural Engineering DUCK, Inc. Certificate of Authorization #8064
Performance The product described herein has demonstrated'compliance with:
Standards: • 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 has demonstrated compliance with Florida
Building Code 5th Edition (2014), Section 1504.3.2.
Evaluation Report This product evaluation is limited to compliance with the structural
Scope: requirements of the Florida Building Code, as related to the scope section to
Florida Product Approval Rule 61G20-3.001.
Limitations and • Scope of "Limitations and Conditions of Use:' for this evaluation:
Conditions of. Use: This evaluation report for "Optional Statewide Approval' contains technical
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 aoolication 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.
• 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 R2
Date: 6 / 27 / 15
EM
UC Ezn � �nrl Page 4 of 7 Report No.: 6-5V-S6W-ER
Speclaltiy Structural Engineerinq CBUCK, Inc. Certificate of Authorization #18064
Components/Materials
(by Manufacturer):
Roof Panel:
Material:
Thickness:
Panel Widths:
Rib Height:
Yield Strength:
Corrosion Resistance:
Fastener:
FASTENER 1
Type:
Size:
Corrosion Resistance:
Standard:
5-V Crimp
Steel
26 gauge (min.)
24" (max.) Coverage
5/8„
40 ksi min.
Per FBC Section 1507.4.3
Used for Attachment Method 1
Hex Washer Head Wood Screw
#9 x 1-1/2" (min.)
Per FBC Section 1506.6 and 1507.4.4
Per ANSI/ASME B18.6.1
FASTENER 2 Used for Attachment Method 2 & 3
Type: Hex Washer Head Wood Screw
Size: #10 x 1-1/2" (min.)
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: 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 (Ibs/ftt3) 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 penetrate thru bottom of
support a minimum of 3/16".
FL #: FL 17022.1 R2
Date: 6 / 27 / 15
Report No.: 15-176-5V-S6W-ER
Em-dneeto
rIn Page 5 of 7
SpeclaN-j Sfirucfiural 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 acrosss the width of the
panel.)
+ Row Spacing: Refer to "TABLE A" Below
(along the length of the panel)
■ 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:
METHOD 3:
Design Pressure (ASD)*:
- 86 PSF
- 93.5 PSF
-101 PSF
Row Spacing:
16" o.c.
16" o.c.
8" o.c.
Fastener Spacing (across panel width):
12" o.c.
12" o.c.
12" o.c.
Fastener Size:
#9
#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
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 IN QUA 1824)
Extreme Metal Fabricators, Inc: Licensee #974
4. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization # ANE 1916)
CUC��
FL #: FL 17022.1 R2
Date: 6 / 27 / 15
Report No.: 15-176-5V-S6W-ER
Page 6 of 7
Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064
i
5/8 "
7
Installation Method
Extreme Metal Fabricators, LLC.
5-V Crimp (26 gauge steel) Roof Panel attached to Wood Deck
Drawings
24" Maximum Net Coverage
Panel Profile
Nodnel 1r am I Nominal 120 o.a
I
Pesie ais
NO x 1-1rZ Mn. or #10 x 1-112" Mln. per 7h6le W
H8XVWWHOad5MW
Pane! Overlap W as across the Panel Wdth
Rdwto Tattle W for Spadn9Along Parcel Len81h
Dedc
- ISW or Grader Plywood, or
- Wood Plant
Typical Assembly Profile View
(Typical Fastening Pattern Across Width - Interior)
• — FL #: FL 17022.1 R2
Date: 6 / 27 / 15
CBUCK Engineering Page Report
No.: 1 -1776-5V-S6W-ER
Speclalftj Structural Englneerinq CBUCK, Inc. Certificate of Authorization #8064
Installation Method
Extreme Metal Fabricators, LLC.
5-V Crimp (26 gauge steel) Roof Panel attached to Wood Deck
-15/32" or greater Plywood, or
- 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:
Design Pressure (ASD)*:
- 86 PSF
- 93.5 PSF
-101 PSF
Row Spacing:
16" o.c.
16" o.c.
8" o.c.
Fastener Spacing (across panel width):
12" o.c.
12" o.c.
12" ox.
Fastener Size:
#9
#10
#10
* Allowable design pressure(s) for allowable stress design (ASD) with a margin of safety of
2 to 1.