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HomeMy WebLinkAboutAPPROVED Extreme 5V 24G FL #17022.1 Florida Building Code Online Page 1 of 4 fYlli I BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Florida 11 ��Product Approval h li-r k'"' USER:Public User Product Approval Menu>Product or Aoolication Search>Aoolication List>Application Detail FL# FL R6 Application Type Revision Code Version 2014 � Application Status Approved 1 Comments Archived Product Manufacturer Extreme Metal Fabricators, LLC, Address/Phone/Email 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 tara@extrememetalfabricators.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 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed James L. Buckner,P.E. @ CBUCK,Inc. the 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 FL17022 R6 COI CertOfIndeD.odf Referenced Standard and Year(of Standard) Standard Year TAS 125 2003 UL 1897 2004 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgv2aBQpHpQQe6rM... 4/10/2017 Florida Building Code Online Page 2 of 4 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 Summary of Products FL# Model,Number or Name Description 17022.1 1-"5V Crimp"(R6) 26 Gauge steel,3/8"rib height,24"wide lapped roof panel mechanically attached to Wood Deck with screws Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R6 II 1 SVCrimo 26oa WoodDeck EVALREPORT R6.odf 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 FL17022 R6 AE 1 5VCrimo 26oa WoodDeck EVALREPORT R6.1)df conditions and limitations of use. Install the Created by Independent Third Party: Yes 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. 17022.2 2-"5V Crimp"(116) 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 5VCrimo 032Alum WoodDeck EVALREPORT R6.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 FL17022 R6 AE 2 5VCrimo 032AIum WoodDeck EVALREPORT R6.Ddf conditions and limitations of use. Install the Created by Independent Third Party: Yes 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 1.5"rib height, 16"wide,24 gauge steel,standing seam roof panel Seam"(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.odf 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 FL17022 R6 AE 3 1.5 MechSeam 24oa WoodDeck EVALREPORT.Ddf conditions and limitations of use. Install the Created by Independent Third Party:Yes 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. 17022.4 4-"1.5"Mechanical 1.5"rib height, 16"wide,0.032"aluminum,standing seam roof panel Seam"(115) 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 Approved for use outside HVHZ:Yes MechSeam 032AIum WoodDeck EVALREPORT.odf Impact Resistant, No Verified By:James L. Buckner, P.E. @ CBUCK Engineering P.E.#31242 Design Pressure:+N/A/-Table A Created by Independent Third Party: Yes Other:Refer to evaluation report for Evaluation Reports conditions and limitations of use, Install the FL17022 R6 AE 4 1.5 assembly in compliance with the installation MechSeam 032AIum WoodDeck EVALREPORT.Ddf method listed in this report and applicable code Created by Independent Third Party: Yes sections of FBC.Refer to manufacturer's Installation instructions as a supplemental guide for attachment. 17022.5 5-"1 in, Nail Strip"(R5) 1"rib height, 16"wide,26 gauge steel,standing seam roof panel mechanically attached to wood deck with screws. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R6 II 5 1NailStrip 26oa WoodDeck EVALREPORT.Ddf https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rM... 4/10/2017 Florida Building Code Online Page 3 of 4 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 FL17022 R6 AE 5 1NailStrio 26aa WoodDeck EVALREPORT.pdf conditions and limitations of use.Install the Created by Independent Third Party:Yes 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. 17022.6 6-%in. Nail Strip"(R5) 1"rib height, 16"wide,0.032"aluminum,standing seam roof panel mechanically attached to wood deck with screws. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R6 II 6 1NailStrip 032Alum WoodDeck EVALREPORT.odf 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 FL17022 R6 AE 6 INailStrio 032Alum WoodDeck EVALREPOR7.Ddf conditions and limitations of use.Install the Created by Independent Third Party:Yes 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. 17022.7 7-"1.5 in, Nail Strip"(115) 1.5"rib height, 19"wide,26 gauge steel,standing seam roof panel mechanically attached to wood deck with screws. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R6 II 7 1.5NailStrio 26aa WoodDeck EVALREPORT.pdf 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 FL17022 R6 AE 7 1.5NailStrip 26aa WoodDeck EVALREPORT.pdf conditions and limitations of use. Install the Created by Independent Third Party: Yes 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. 17022.8 8-"EMAX Rib"(115) 29 gauge steel, 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 8 EMAX Rib 29oa 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 FL17022 R6 AE 8 EMAX Rib 29ga WoodDeck EVALREPORT.Ddf conditions and limitations of use. Install the Created by Independent Third Party: Yes 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. 17022.9 9-"PBR MAX"(R5) 26 gauge steel,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 9 PBR Rib 26aa WoodDeck EVALREPORT.odf 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 FL17022 R6 AE 9 PBR Rib 26ga WoodDeck EVALREPORT.Ddf conditions and limitations of use.Install the Created by Independent Third Party:Yes 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, Back Nezt Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 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 mail 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 https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rM... 4/10/2017 Florida Building Code Online Page 4 of 4 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 emails 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: MEJ ® Lhxk Credit Card Safe https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rM... 4/10/2017 Specialty Structural E=nQir L=L=rl 1Q 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 R6 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: 61G15-23.\\,\111111I/"/ UC James L. Buckner, P.E., SECB �.`����.....•B... ri�''%, Florida Professional Engineer# 31242 �P.' \CENSF'•. FA Florida Evaluation ANE ID: 1916 ` * No31242 * ' Project Manager: Diana Galloway '. * W Report No. 16-166-5V-S6W-ER 0T STATE OF (Revises 16-123-5V-S6W-ER) i�s' .FOR.... ••Gi�`� Date: 12 / 22/ 16 '�/ \-IONA - Contents: Evaluation Report Pages 1—7 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 FL#: FL 17022.1 R6 Date: 12/22 / 16 Report No.: 16-166-5V-S6W-ER Page 2 of 7 SPL clall j 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: 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) 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 170Z2.1 R6 Date: 12/22 /16 Report No.: 16-166-5V-S6W-ER Page 3 of 7 SpL clalty Structural Et' ginePrinQ CBUCK,Inc.Certificate of Authorization#18064 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 170Z2.1 R6 Date: 12/22 / 16 Report No.:16-166-5V-S6W-ER Page 4 of 7 SpL clalty Structural Englneertng CBUCK,Inc.Certificate of Authorization#8054 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: Rigid Insulation Board Thickness: 3" (max.) Properties: Density: 2.25 pcf(Ibs/ft3) 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 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 Page 5 of 7 Specialty 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: 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 170Z2.1 R6 Date: 12/22 / 16 Report No.: 16-166-5V-S6W-ER Page 6 of 7 SpPctalty Structural E:nQIrIPPrIr'IQ 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" 7 OPTIONAL STRIATIONS Panel Profile Nominal 12"o.c. 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 Panel Overlap 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 170Z2.1 R6 Date: 12/22 / 16 Report No.: 16-166-5V-S6W-ER Page 7 of 7 SOL cialfiy Struct urc9l E=nQirlPPrinQ 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 ,Q- �o m ,moo a� iv 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: #9 #10 #10 #10 *Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of 2 to 1.