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HomeMy WebLinkAboutProduct Approval-Metal RoofFlorida Building Code Online Page 1 of 4 Fl Jtf :mot �3 Product Approval -- USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL17022-R6 ir`IEHIC- PUNS AND ALL PROPOSED WOR4 Revision ARE SUBJECT TO ANY CORRECTICONS 2014 Approved REQUIRED BY FIELD INSPECTORS THAT Approved MAY BE NECESSARY IN 0020R T© CrDMIPLY WITH ALL APPL 0ASLE COMES. L1 Extreme Metal Fabricators, LLC 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 flvalidation@yahoo.com James Buckner jimmy@cbuckinc.net Richard n Can Poma 2160 SW Poma Drive C�[J Palm City, FL 34990 ST. LUCIE COUNTY (772) 872-8034 rchard@emfab.net BUILDING DIVISION REVIEWED FOR COMPLI REVIEW BY DATE PLANS AN PER IT Roofing MUST BE KEPT O OB OR Metal Roofing NO INSPECTION WI BE MADE Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed James L. Buckner, P.E. @ CBUCK nc. the Evaluation Report CUOMO FASTENERS OR ATTACHMENTS Florida License PE-31242 Quality Assurance Entity Keystone Certifications, Inc. ARE THE RESPONSIBILITY OF THE Quality Assurance Contract Expiration Date 04/22/2024mCONTRACTOR ����� Validated By Michael John Rieer, 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 FL17Q22 R6 COI CertOflndgp,P f Standard Year TAS 125 2003 UL1897 2004 UL 580 2006 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQ... 11 /20/2017 Florida Building Code Online Page 2 of 4 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 10/21/2016 12/29/2016 10/24/2016 01/01/2017 08/18/2017 COPY 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 F117022 RfzVC _II 1 5rimp 26g� WoodDeck EVALREPORT Rf,,pdf 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 FL17022 R6 AE 1 5VCrimp 26aa WoodDeck EVALREPORT R6.pdf Created by Independent Third Party: Yes 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. 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 5VCrimp 032A1um WoodDeck EVALREPORT R6.pdr 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 FL17022 R6 AE 2 5VCrimp 032A1um WoodDeck EVALREPORT R6.1)df Created by Independent Third Party: Yes 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. 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 FI-17022 R6 II 3 1.5 MechSeam 24aa WoodDeck EVALREPORT.pdf 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 FL1.7022 R6 AE 3 1..5 MechSeam 24aa WoodDeck EVALREPORT.pdf Created by Independent Third Party: Yes 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. 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 FL, 7Q22.._Rf ._II.._...._1.5, Approved for use outside HVHZ: Yes MechSeam 032A1um WoodDeck EVALREPORT.pdf 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 032A1um WoodDeck EVALREPORT.pdf 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" (115) 1" rib height, 16" wide, 26 gauge steel, standing seam roof panel mechanically attached to wood deck with screws. http://www.floridabuilding.org/pr/pr�_app_dtl.aspx?param=wGEVXQwtDgv2aBQp"Q... 11 /20/2017 Florida Building Code Online Page 3 of 4 Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R6 II 5 1NailStrip 26ga 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 FL1702.2 R6 AE 5 I.NailStrip 26oa WoodDeck EVAL.REPORT.odf 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 rC)PY installation instructions as a supplemental guide for attachment. FIL'L 17022.E 6 "1 in. Nail Str p" (iRSi) 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 FL17(i22 R6 II 6 SNailStrip 032Alurn WoodDeck EVALREPQRT.pdf 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 FL17022 R6 AE 6 1NailStriI) 032AItlm WoodDeck EVALREPORT.odf Created by Independent Third Party: Yes 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. 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 26oa WoodDeck EVALREPORT.odf 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 FL17022 R6 AE 7 1.5NailStrip 26oa WoodDeck EVALREPORT.pdf Created by Independent Third Party: Yes 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. 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 FIA.7022 R6 II 8 EMAX Rib 29oa WoodDeck F..VAL..REPORT.odf 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 FI-17022 R6 AE 8 EMAX Rib 29oa WoodDeck F..VALREPORT.odf Created by Independent Third Party: Yes 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. 17022.9 9 - " PBR MAX" (115) 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 269a WoodDeck EVALREPORT.DDJf 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 FL17022 R6 AE 9 PBR Rib 26oa WoodDeck EVALREPORTpdf Created by Independent Third Party: Yes 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. Back Next 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 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aB Qpl-Q... 11 /20/2017 CBUCK Engineering Specialty Structural Englneerinq CBUCK, Inc. Certificate of Authorization #/8064 Evaluation ReportFILE COPY 1" Nail Strip -"' Metal Roof Assembly Manufacturer: Extreme Metal Fabricators, LLC. 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 for Florida Product Approval # FL 17022.6 R5 Florida Building Code •5th Edition (2014) Method: 1- D Category: Sub - Category: Product: Material: Panel Thickness: Panel Width: Panel Seam: Support: Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No. 16-123-1NS-A3W-ER (Revises 15-217-1N5 A3W-ER) Date: 2 / 12 / 16 Contents: Evaluation Report Pages 1— 7 Roofing Metal Roofing 1" Nail Strip Roof Panel Aluminum 0.032" 16" Snap -Lock Wood Deck Digitally signed by James L. Buckner, P.E. Electronically signed and sealed documents shall comply with the provisions of FAC Rule 61G15-2 \``t,\IIIIiIII/// .....•B..Ck _%GENSF' * ' No 31242 W= �C)T'• STATE OF 2016.04.19 11:32:32-04'00' 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 CBUCK Engineering Speclalty Structural Englneaerinq Manufacturer: Product Name: Product Category: Extreme Metal Fabricators, LLC. 1" Nail Strip Roofing Product Sub -Category Metal Roofing FL #: FL 17022.6 R5 Date: 4 / 18 / 16 Report No.:16-123-INS-A36W-ER Page 2 of 7 CBUCK, Inc. Certificate of Authorization #8064 Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d) Product/System 1" Nail Strip Roof Panel, 0.032" Aluminum, 16" wide panel attached to Wood Deck Description: with mechanical screws and seam adhesive. Product Assembly as Refer to Page 4 of this report for product assembly components/materials & Evaluated: standards: 1. Roof Panel 2. Fasteners 3. Adhesive 4. Underlayment 5. Insulation (Optional) Support: Type: Wood Deck (Design of support system 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): - 78.5 PSF (Refer to "Table A" attachment details herein) s CSUCK Engineering FL M FL 17022.6 R5 Date: 4 / 18 / 16 Report No.: 16-123-INS-A36W-ER Page 3 of 7 SpPclalty Structural Engineprinq CeuCK, 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 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 (FAQ 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). CBUCK Engineering FL #: FL 17022.6 R5 Date: 4 / 18 / 16 Report No.: 16-123-1NS-A36W-ER Page 4 of 7 Spxlalty Structural EnglnPPrinq CBUCK, Inc. Certificate of Authorization #8064 r COPY Components/Materials Roof Panel: 1" Nail Strip ; (by Manufacturer): Material: Aluminum Thickness: 0.032" (min.) Panel Widths: 16" (max.) Coverage Rib Height: 1" Alloy Type: 3105-1-114 Corrosion Resistance: Per FBC Section 1507.4.3 Fastener: Type: Pancake -Head Wood Screw Size: #10 x 1" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.1 Seam Adhesive/Sealant: Product Name: Bostik 91511 Chem -Chalk Type: One component, polyurethane adhesive Application Size: 3/16" continuous bead Application Location: Along base of male rib vertical flange at each panel seam. (Refer to Table "A" and drawing Pg 6-7) Components/pMaterials: 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 penetrate thru bottom of support a minimum of 3/16". R FILE COPY CBUCK Engin�Prinq FL #: FL 17022.6 R5 Date: 4 / 18 / 16 Report No.: 16-123-INS-A36W-ER Page 5 of 7 ISpeelalty 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 (along the length of the panel) ■ Rib Interlock: Snap -Lock (Panel ribs shall be fully engaged to form an (integral snap -lock.) ■ Seam Adhesive: Refer to Table "A" & Drawing Page 6. (Apply continuously along base of male rib vertical flange at each panel seam.) ■ 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 AN ETHOD 1 Design Pressure (ASD)*: - PSF Fastener Spacing: o.c. Seam Adhesive: continuous bead (iRe er to pg. 6-) * Allowable design pressure(s) for allowable stress design (ASD) with a margin of safety of 2 to 1. Install the 1" Nail Strip 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. D8133.02-450-18, Date: 06/30/15 2. Quality Assurance Keystone Certifications, Inc. (FBC Organization ID# QUA 1824) Extreme Metal Fabricators, Inc. Licensee #974 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization # ANE 1916)