HomeMy WebLinkAboutProduct Approval (2) FL#: FL 17022.1 R6
Date: 10/21/16
N- RepoSUCK Engineering Page rt No.:4 of 76-5V-S6W-ER
Speclalty 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" (min.)
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per ANSI/ASME B18.6.1
FASTENER 2 Used for Attachment Method-?, 2 Q A
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
Comnoneents/Materials• Underlavment•
F
(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(lbs/ft') 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".
FL#: FL 17022.1 R6
Date: 10/21/16
RepoNSUCK Engineering Page rt No•:5 of 76-5V-S6W-ER
p=clalty Structural EncgtnP�rtnQ CBUCK,Inc.Certificate of Authorization#8064
FS 4
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"
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"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: 10/21/16
Page rt No•: 6 of 76-5V-S6W-ER
CBUCK Engineering
SpeetaltLj Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
Installation Method
Extreme Metal Fabricators, LLC.
S-V C',rimP 176.rauCteel) Roof Panel attachled to 1A/ood heck
Drawings
24"
12"
3/8"
OPTIONAL STRIATIONS
Panel Profile
Nominal 12"o.c. Nominal 12"o.c.
v Fastener
#9 X 1-1/2"Min. or #10 X 1-1/2"Min.per Table"A"
Hex%nkasher Head Screw
Spaced 12"o.c.across the Panel Width
Panel Overlap . Refer to Table"A"for Spacing Along Panel Length
6-Y
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: 10/21/16
CE3UCK Engineering Page rt No.:16of 66-5V-S6W-ER
Specialty Structural Engtnceertnca CBUCK,Inc.Certificate of Authorization#8064
Installation Method
Extreme Metal Fabricators, LLC.
S-V Crimp (7r, rznug. Steel) Roof Panel attached to Wood heck
Fasteners-
#9 x 1-1/2"Min. or
#10 X 1-1/2"Min. per Table"A" 5-V Crimp Roof Panel
Hex Washer Head Wood Screws
j`
Optional:
Deck: Rigid Insulation
-15/32"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"o.c. 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: 1 #9 #10 #10 #10
*Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of 2 to 1.
RECEIVED OCT 2 13 70,6 FILE COPY
CBUCK Engineering
Speclalty 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 R3
Florida Building Code 5th 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
Digitally signed by James L.Buckner,P.E.
Electronically signed and sealed documents
shall comply with the provisions of FAC Rule
Prepared by KG15-23. `tt1111III/
L. 8UC�r�i�i
James L. Buckner, P.E.,SECB �Q�` •�tCENSF _'c�`,r':�
Florida Professional Engineer#31242 = * No 31242
Florida Evaluation ANE ID: 1916 = yt
Project Manager:Youry Demosthenes =-A = Lu
Report No. 15-217-5V-S6W-ER �,�'. STATE OF :'_441-
Revises 15-176-5V-S6W-ER) '��s•' .FSO IVP
.... •'•(sj�`�
Date: 12/18/15 �''�is
fi
Contents:
Evaluation Report Pages 1—7 J
2015.12.1810:53:51-05'00'
CBUCK,Inc.,Palm Beach County,Florida
Phone:(561)491-9927•Email:cbuck@cbuckinc.net-Website:www.cbuckinc.net
FL#: FL 17022.1 R3
Date: 12/18/15
RepoCSUCK Engirleerinq Page rt No.:2 of 5V-217 -ER
Specialty Structural Englneerinq DUCK,Inc.Certificate of Authorization#8064
Manufacturer: Extreme Metal Fabricators,LLC.
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 R3
Date: 12/18/15
RepoC BUCK Enc�ineerinc� Page rt No.:3 of 77-5V-S6W-ER
Speciaity Structural Engineering CBUCK,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 requirements
Scope: 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 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.
• 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 R3
Date: 12/18/15
CBUCK Engineering Page rt No.:4 of 77-5V-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: 5/8"
Yield Strength: 40 ksi min.
Corrosion Resistance: Per FBC Section 1507.4.3
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 818.6.1
FASTENER 2 Used for Attachment 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 618.6.1
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: Rigid Insulation Board
Thickness: 3"(max.)
Properties:
Density: 2.25 pcf(lbs/ft')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".
FL#: FL 17022.1 R3
Date: 12/18/15
RepoC SUCK Enc�ir�eerinq page rt No 5 of 77-5V-S6W-ER
Speclalty 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)
■ 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: 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"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 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 R3
Date: 12/18/15
CBUCK Engineering Pagert No.:6 of of17-
Speclalttj 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
Drawings
24" Maximum Net Coverage
5/8"
Panel Profile
Nominal 1r ac. Nominal 1r me-
- F�eners
NO x 1412' Mn. or #10 x 1412' Mh perTabie wX
Max Washer Heed Screw
Pane!Overlap Spawd 17mc.c.mm the Panel Width
Refer to TaWe W fcr WngMM Panel Lao
Deck
- 15P3�'ort;neatar Plywood,ar
- Wood Plank
Typical Assembly Profile View
(Typical Fastening Pattern Accross Width - Interior)
FL#: FL 17022.1 R3
Date: 12/18/15
����� Engirl��rirle� Page rt No.:7 of 77-5V-S6W-ER
SpL=cic5Iftj Structural Engineerinq CBUCK,Inc.Certificate of Authorization#8064
Installation Method
Extreme Metal Fabricators, LLC.
5-V Crimp (26 gauge steel) Roof Panel attached to Wood Deck
Fasteners-
#9 x 1-1/2"Min. or
#10 x 1-1/2"Min. per Table"A" 5-V Crimp Roof Panel
Hex Washer Head Wood Screws
49
U
f
� f
V
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: 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"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 pressure(s)for allowable stress design(ASD)with a margin of safety of 2 to 1.