The URL can be used to link to this page

Home My WebLink AboutEVALUATION REPORT 5V CRIMPBCIS Home Log In User Registration 1 Hot Topics Submit Surcharge I Stats & Facts Publications i FBC Staff BC,IS Slte Map Links Search l Florida Product Approval d- _r USER: Public User VI Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2014 FL# 17022.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FL# Type Manufacturer Validated By Status FL17022- Revision Extreme Metal Fabricators, LLC FL#: FL17022.1 Michael John Riemer, P.E. Approved 66 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 -Approveu py uarn. npprovais py up snail pe reweweu dnu rdaneu py me r dnp/ar me wnmusswn n uecessdry. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copvriaht'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 mall to this entity. Instead, contact the office by phone or by traditional mall. 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 emalls 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: Credit Card Safe � � l CBUCK &nQ1nPPr1nQ Spe --1alW Structural 1=ng1neer1ng 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-S6W-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.\\\\\11III i,/,' * ' No 31242 T'• STATE OF ORID s/O N ALe:'�'�� 2016.12.28 14:08:53-05'00' 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 y FL #: FL 17022.1 R6 ` Date: 12 / 22 / 16 CBUCK Engineering Page Report No.: 26o-166-5V-S6W-ER 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.extrememetalfabricators.com/ 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) r 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 R6 \ Date: 12 / 22 / 16 CBUCK Engineering Page Report No.: 3 of 76-5V-S6W-ER Speclalty 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 611320-3, 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 e CSUCK Engineering page Report No.: 4 16-16 76-5V-S6W-ER Specialty Structurall Encgineerinq . CBUCK, Inc. Certificate of Authorization u8064 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 Type: Size: Corrosion Resistance: Standard: FASTENER 2 Type: Size: Corrosion Resistance: Standard: Used for Attachment Method 1 Hex Washer Head Wood Screw #9 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 Used for Attachment Method 2, 3 & 4 Hex Washer Head Wood Screw #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 CBUCK Engineering page Report No • 5 16-16 76-5V-S6W-ER Special tLj Structural Englneerinq 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: 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: 12 / 22 / 16 CBUCK EnQlneering Page rt No.: 6 - 76-SV-S6W-ER SpLmclalty Structural Engtneerlinc) CauCK, Inc. Certificate of Authorization #8064 Installation Method Extreme Metal Fabricators, LLC. 5-V Crimp (26 Gauge Steel) Roof Panel attached to Wood Deck 11 3/8" Panel Overlap Drawings 24" 12" OPTIONAL STRIATIONS Panel Profile Nominal 12" o.c. I Nominal 12" o.c. Fastener 1. #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 CS UCK Engineering Report No.: 16of66-5V-S6W-ER Page Speclalfiy Structural EncglnePrtncq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Extreme Metal Fabricators,, LLC. 5-V Crimp (16 Gauge Steel) Roof Panel attached to Wood Deck or greater Plywood; or Thickness nkneessss 3" M icMaximum - 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.