HomeMy WebLinkAboutEngineering Evaluation ReportSpeclalb j Structural Engineering 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 R5
Florida Building Code 5th Edition (2014)
Per Rule 61G20-3
Method: 1- D
Category:
Sub - Category:
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: Youry Demosthenes
Report No. 16-123-5V-S6W-ER
(Revises 15-217-5V-56W-ER.2)
Date: 4 / 18 / 16
Contents:
Evaluation Report Pages 1— 7
Roofing
Metal Roofing
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
61G35-23."\IIIIIIIII// /
* ' No 31242
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STATE OF �
2016.04.19 11:32:32-04'00'
CBUCK, Inc. - Palm Beach County, Florida
Phone: (561) 491-9927 • Email: cbuck@cbuckinc.net • Website: www-1r6&&Mct
Mail Address: 2637 E. Atlantic Blvd, #34069, Pompano Beach, FL 33062
FL #: FL 17022.1 IRS
Date: 4 / 18 / 16
Report No.: 16-123-5V-S6W-ER
Page 2 of 7
Specialty Structural Englneerinq CBUCK, Inc. Certificate of Authorization #8064
Manufacturer:
Product Name:
Product Category:
Extreme Metal Fabricators, LLC.
S-V Crimp
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. Undedayment
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 R5
Date: 4 / 18 / 16
Report No.: 16-123-5V-S6W-ER
Page 3 of 7
SpectaltW Structural Englneerinq CauCK, 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(l)(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 R5
Date: 4 / 18 / 16
Report No.: 16-123-5V-S6W-ER
Page 4 of 7
SpeclalN Structural Englneering 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: 5/8"
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 (min.)
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per ANSI/ASME B18.6.1
FASTENER 2 Used forAttachment Method 2, 3 & 4
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/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 penetrate thru bottom of support a minimum
of 3/16".
FL #: FL 17022.1 R5
Date: 4 / 18 / 16
Report No.: 16-123-5V-S6W-ER
Page 5 of 7
ISpecialty Sfiructural 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
■ 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"
ALLOW OA
METHOD 1•
ETHOD 2:
METHOD 3:
METHOD 4:
Design Pressure (ASD)*:
- 6 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)
FL #: FL 17022.1 R5
Date: 4 / 18 / 16
Report No.: 16-123-5V-S6W-ER
Page 6 of 7
Spceclalty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064
Installation Method
Extreme Metal Fabricators, LLC.
5-V Crimp (26 Gauge steel) Roof Panel attached to Wood Deck
i
5/8 "
7
Panel Overlap
Drawings
24" Maximum Net Coverage
Panel Profile
Nominal 12" o.c. i 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
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)
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Tipa <g16
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FL #: FL 17022.1 R5
Date: 4 / 18 / 16
Report No.: 16-123-5V-S6W-ER
Page 7 of 7
SpeClC31IN Sfiructuresl Englneertnq CBUCK, Inc. Certificate of Authorization #8064
Installation Method
Extreme Metal Fabricators, LLC.
5-V Crimp (26 Gauge steel) Roof Panel attached to Wood Deck
1 Vl,. IU 11 IJ41QLR111
-15/k, or greater Plywood, or Thickness 3" Maximum
-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" ox.
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 pressures) for allowable stress design (ASD), with a margin of safety of 2 to 1.