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FL17022-
Revision
Extreme Metal Fabricators, LLC
FL#: FL17022.1
Michael John
Rlemer, P.E.
Approved
R6
History
Model: 1 - "5V Crimp" (116)
(561) 414-7557
Description: 26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel
mechanically attached to Wood Deck with screws
Category: Roofing
Subcategory: Metal Roofing
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
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{ Product Approval Accepts:
ST. LUCIE COUNTY
BUILDING DIVISION
FOR 04ri , '
FIEVIEWE BY
DATE
PLANS AND PERMIT
(v9UST BE KEPT ON JOB OR
NO INSPECTION VdlLL BE MADE
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILfTY OF THE
CONTPLA.- C°OFRECORD
Credit Card
Safe
YIK„ 'IRS
i Iy
THESE PLANS AND ALL PROPOSED WORK
ARE SMEr`:T TO MlY COR.M.ECTIONS
REQUIRED DY RE! D INSPECT= THAT
MAY BE PIEMSARY IN (910ER TO
COMPLY WITH AW,1!t;, PWQIWLA QUM, 's
Speclalfiy Structural Englneerinq
Evaluation Report
"5-V Crimp"
Metal Roof Assembly
Manufacturer:
CBUCK, Inc. Certificate of Authorization #8064
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:
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: Diana Galloway
Report No. 16-166-5V-S6W-ER
(Revises 16-123-5V-56W-ER)
Date: 12 / 22 / 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
61G15-23.\\,Itllllll//��
...........
* ' No 31242 * '
W=
�0,�'• STATE OF
•.FCORIO • ' GiN
s/ O N ALS\'
2016.12.2814:08:53-05'00'
CBUCK, Inc. - Palm Beach County, Florida
Phone: (561) 491-9927 • Email: cbuck@cbuckinc.net • Website: www.cbuckinc.net
FL #: FL 17022.1 R6
Date: 12 / 22 / 16
CBUCK Report No.: 16-166-5V-S6W-ER
��� Page 2 of 7
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.extrememetaIfabricators.com/ -
Product Name: S-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) FILE COPY
Support: Type:
Wood � ec <
(Design of support and its attachment to support framing is outside the scope of
this evaluation.)
Description:
,10F 2" .r Brea er .,yrn�o,od,
• 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
Eng9neerinqPage Report No.: 3 -1676-5V-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
B U� Report No.. 6-5V-S6W-ER
Page 4 of 7
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 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 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 (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 meet 3/16" min. penetration through deck or 5/8"
min. embedment into wood plank.
FL #: FL 17022.1 R6
Date: 12 / 22 / 16
Report No.: 16-166-5V-S6W-ER
CBUCK n , rn Page 5 of 7
ISpecialty 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
(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:
E„�O t
METHOD 4:
Design Pressure (ASD)*:
- 86 PSF
- 93.5 PSF
01 PSF-"
228 PSF
Row Spacing:
16" o.c.
16" o.c.
" 'c.
6" o.c.
Fastener Spacing (along rows):
12" o.c.
12" o.c.
°.- oZ:
12" o.c.
Fastener Size:
#9
#10
1!0
#10
*Allowable design pressure(s) for allowable stress design (ASD) .with a rgin o afety 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 TP%
By Architectural Testing, Inc. - st j � h,
(FBC Organization #TST ID: 1527) r
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 no ri Page Report No.: 6 of 76-5V-S6W-ER
SpeCldlf'y Structural Englneprinq 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"
3/8"
OPTIONAL STRIATIONS
Panel Overlap
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)
FL #: FL 17022.1 R6
Date: 12 / 22 / 16
CBUCK Eng9neering
Page Report No.: 1 -1676-5V-S6W-ER
.N 7
Sppctcalty Structural Engtnpertng 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
11.
-J15/32" or greater Plywood, or
- Wood plank
Typical Roof Assembly
Isometric View
migm insulation
Thickness 3" Maximum
9 C 12
wij Y
(Optional) Rigid Insulation Board per Page 4 of this report
TABLE "A"
ALLOWABLE LOADS
METHOD 1:
METHO 2:
MET,OB
ETHOD 4:
Design Pressure (ASD)*:
- 86 PSF
- 9 3. 5 4SF
"ROMPISOM
P- 28 P S F
Row Spacing:
16" o.c.
16" o..
Wrom
" O.C.
Fastener Spacing (across panel width):
12" o.c.
12" o.c I
12m-.c
4 2" o.c.
Fastener Size:
#9
#10 19
KIM'
#10
* Allowable design pressures) for allowable stress design (ASD) with a in of s ty of 2 to 1.