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HomeMy WebLinkAboutPRODUCT APPROVAL METAL ROOFINGBusiness • Professional Regulation BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats R Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I Florida ri • Product Approval I!AUSER: Public User Ls� Product Approval Menu > Product or Aoolicatlon Search > Application List > Application Detail • FL # FL17022-R6 Application Type Revision Code Version 2014 Application Status Approved Comments Archived O Product Manufacturer JERtreme Meta1lF.abr3Qi Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 fivilidation@yahoo.com Authorized Signature James Buckner jimmy@cbuckinc.net Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 rchard@emfab.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the James L. Buckner, P.E. @ CBUCK, Inc. Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/22/2024 Validated By Michael John Riemer, P.E. © Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard TAS 125 UL 1897 UL 580 Year 2003 2004 2006 /01 � v Product Approval Method Method 1 Option D Date Submitted 10/21/2016 Date Validated 12/29/2016 Date Pending FBC Approval 10/24/2016 Date Approved 01/01/2017 Date Revised 08/18/2017 of Products FL * I Model, Number or Name I Description Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ -Table A Other: Refer to evaluation report for conditions and limitations of use. Install the assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #3124; Created by Independent Third Party: Yes Evaluation Reports FL17022 R6 AE 1 5VCrimD 26aa WoodDeck EVALREPORT R6.odf Created by Independent Third Party: Yes 17022.2 2 - "5V Crimp" (R6) 0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof panel, mechanically attached to wood deck with exposed screws. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R6 II 2 5VCrimD 032A1um WoodDeck EVALREPORT R6.Ddf Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for conditions FL17022 R6 AE 2 SVCrimD 032A1um WoodDeck EVALREPORT R6.odf Created by Independent Third Party: Yes and limitations of use. Install the assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation Instructions as a supplemental guide for attachment. 17022.3 3 - "1.5" Mechanical Seam" 11.5" rib height, 16" wide, 24 gauge steel, standing seam roof panel (R5) mechanically attached to wood deck with clips and screws. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R6 II 3 1.5 MechSeam 24oa WoodDeck EVALREPORT.Ddf Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for conditions FL17072 R6 AE 3 1.5 MechSeam 24ga WoodDeck EVALREPORT.Ddf and limitations of use. Install the assembly in Created by Independent Third Party: Yes compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation Instructions as a supplemental guide for attachment. 17022.4 14 - "1.5" Mechanical Seam" 11.5" rib height, 16" wide, 0.032" aluminum, standing seam roof panel (R5) mechanically attached to wood deck with clips and screws. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R6 II 4 1.5 MechSeam 032A1um WoodDeck EVALREPORT.Ddf Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for conditions FL17022 R6 AE 4 1.5 and limitations of use. Install the assembly in MechSeam 032A1um WoodDeck EVALREPORT.Ddf compliance with the installation method listed in Created by Independent Third Party: Yes this report and applicable code sections of FBC. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 17022.5 15 - "1 in. Nail Strip" (R5) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes 1" rib height, 16" wide, 26 gauge steel, standing seam roof panel mechanically attached to wood deck with screws. Installation Instructions FL17022 R6 II 5 1NailStriD 26aa WoodDeck EVALREPORT.Ddf Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242 CBUCK EnQ1neerInQ SpLPcialW Structural Englnpeirinq Evaluation Report "S-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 Building Code Sth 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.``�ttlllll!/err * ' No 31242 W= ��,n'•. STATE OF 70NALe��`�. 2016.122814:0853 -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 � FL #: FL 17022.1 R6 Date: 12 / 22 / 16 CBUCK Engineering Report No.: 2 of 5V-S6W-ER Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Manufacturer: Extreme Metal Fabricators, I.I.C. 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 http://www.extrememetalfabricators.com/ Product Name: 5-U Crimp Product Category: Roofing Product Sub -Category Metal Roofing Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d) Product/System Description: 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 p 1 , • 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 16-16 76-5V-S6W-ER Speclalt j Structural Englneerinq 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(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 R6 Date: 12 / 22 / 16 CSUCK Engineering Page Report No.: 4 of 76-5V-S6W-ER Speclalty Structural Englnperinq MUCK, 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 Type: Size: Corrosion Resistance: Standard: 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. (Optional): Thickness: \ Properties: Density: Or Compressive Strength: Rigid Insulation Board 3" (max.) 20 psi (Ibs/ft3) Insulation Notes: • Rigid Insulation meet minimum density OR compress trength. • insulatio all comply with FBC Section 1508. When insulatio ' incorporated, f ner length shall conform to meet 3/16" min. penetration through de r 5/8" min. embedment into wood plank. FL #: FL 17022.1 R6 Date: 12 / 22 / 16 g Page Report No.: 5 of 76-5V-S6W-ER CBUCK Engineerin SpeclaltW Structural Engtneeronq 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. TA "A ALLO ABLE LOA METHOD 1: ETHOD 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 allowab stress des' n (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)