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HomeMy WebLinkAboutRoduct Approval Metal Roof12/19/2017 Florida Building Code Online lit CO1 / • 9 • / ' 1 BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I Florida �; ro Product Approval lfx�� USER: Public User EiRc�gsW ui4 P Product Approval Menu > Product or Application Search > Application List > Application Detail FL# - Application Type Code Version Application Status h Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL17022-R6 Revision THESE PLA-1S NINE! ALL AROPOSr1r) V ORK 2014 AIiE SUBJECT TO ANY COR EC { IGNIS Approved `R CUIR',EU BY FIE1D- INSPECTORS T.',LAT Nr�a° I E NIRCEGSARi IN ORDER TO c; COPPLY EMIT H ALL APPLICABLE CODEw. Extreme Metal Fabricators, LLC 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 flvalidation@yahoo.com James Buckner jimmy@cbuckinc.net CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESRONSIBIUTY OF THE CONTRACTOR OF RECORD Richard McKuhen �/ 2160 SW Poma Drive Palm City, FL 34990 ST. LUCIE COUNTY (772) 87z-8o34 BUILDING DIVISION Rchard@emfab.net REVIEWED FOR COMPLIANC REVIEWED BY DATE PLANS AND ER IT MUST BE KEP ONAOB OR Roofing NO INSPECTION WILL BE MADE Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E i Evaluation Report - Hardcopy Received James L. Buckner, P.E. @ CBUCK, Inc. PE-31242 Keystone Certifications, Inc. 04/22/2024 Michael John Riemer, P.E. (J Validation Checklist - Hardcopy Received FL17022 R6 COI CertOfIndep.pdf Standard Year TAS 125 2003 UL1897 2004 UL 580 2006 Sections from the Code https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bhY86MeuoxVxrTp/o2bdgmFfmMw%3d`/o3d 1/4 12/19%2017 Florida Building Code Online 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 COPY 12/29/2016��10/24/2016 s 01/01/2017 08/18/2017 FL # Model, Number or Name Description 17022.1 1 - "5V Crimp" (116) 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 5VCrimp 26ga WoodDeck EVALREPORT R6.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 conditions FL17022 R6 AE 1 5VCrimo 26ga 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. 17022.2 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 5VCrimo 032Alum WoodDeck EVALREPORT R6.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 conditions FL17022 R6 AE 2 5VCrimo 032Alum WoodDeck EVALREPORT R6.pdf 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 - "15' Mechanical Seam" 1.5" 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 24ga 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 conditions FL17022 R6 AE 3 1.5 MechSeam 24ga WoodDeck EVALREPORT.Ddf 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. 17022.4 4 - "1.5" Mechanical Seam" 1.5" 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 032Alum 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 conditions FL17022 R6 AE 4 1.5 and limitations of use. Install the assembly in MechSeam 032Alum WoodDeck EVALREPORT.pdf 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. 702.2.5 - "1 in. Nail Strip" (115) 1" rib height, 16" wide, 26 gauge steel, standing seam roof panel mechanically attached to wood deck with screws. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R6 II 5 1NailStrip 26ga WoodDeck EVALREPORT.Pdf Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242 Approved for use outside HVHZ: Yes https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR°/a2bhY86MeuoxVxrT%2bdgmFfmMw%3d%3d 214 . 12/19/2017 Florida Building Code Online 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 5 1NailStrip 26ga WoodDeck EVALREPORT.pdf 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. 17022.6 6 - "1 in. Nail Strip" (115) 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 1NailStriD 032A1um WoodDeck EVALREPORTDdf 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 6 iNailStrip 032A1um WoodDeck EVALREPORT.pdf 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. 17022.7 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 1.5NailStrip 26ga 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 conditions FL17022 R6 AE 7 I.SNailStriD 26ga WoodDeck EVALREPORT.Ddf 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. 17022.8 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 29ga 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 conditions FL17022 R6 AE 8 EMAX Rib 29ga WoodDeck EVALREPORT.Ddf 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. 17022.9 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 26ga WoodDeck EVALREPORT.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 9 PBR Rib 26ga WoodDeck EVALREPORT.Pdf 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. eRk nl aCKI 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 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 mail. 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 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: https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR`/o2bhY86MeuoxVxrTg/*2bdgmFfmMw`/`3d*/`3d 314 Specldlfiy StTucturdl &- Igineaering CBUCK, Inc. Certificate of Authorization #8064 Evaluation Report�ILE 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 17022.5 R5 Florida Building Code 5th Edition (2014) Method: 1- D Category: Roofing Sub - Category: Metal Roofing 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-S6W-ER (Revises 15-217-10-S6W--ER) Date: 4 / 18 / 16 Contents: Evaluation Report Pages 1— 7. 1" Nail Strip Roof Panel Steel 26 gauge 16" Snap -Lock Wood Deck Digitally signed by lames L. Buckner, P.E. Electronically signed and sealed documents shall comply with the provisions of FAC Rule 61G15-23.``ttllllll/�rrr * ' No 31242 7� * W ��,n'• STATE OF ��1�`ir' 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 FL #: FL 17022.5 R5 Date: 4 / 18 / 16 EBUCK engineering Report No.: 16-123-INS-S6W-ER ,Page 2 of 7 Speclalty Structural Englneerinq CBUCK, Inc. Certificate of Authorization #8064 Manufacturer: Extreme Metal Fabricators, LLC. COPY LE Product Name: 1" Nail Strip • Product Category: Roofing Product Sub -Category Metal Roofing Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d) Product/System 1" Nail Strip Roof Panel, 26 Gauge steel, 16" wide panel mechanically attached to Description: Wood Deck Product Assembly as Refer to Page 4 of this report for product assembly components/materials & Evaluated: standards: 1. Roof Panel 2. Fasteners 3. Adhesive (select system) 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): Refer to Table A (Refer to "Table A" attachment details herein) FL M FL 17022.5 R5 Date: 4 / 18 / 16 Report No.: 16-123-11NIS-SM-ER Page 3 of 7 Specialty 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 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). SpeclaltL j Structural Engtneerinq Components/Materials Roof Panel: (by Manufacturer): Material: Thickness: Panel Widths: Rib Height: Yield Strength: • Corrosion Resistance Fastener: Type: Size: Corrosion Resistance Standard: Seam Adhesive/Sealant: Product Name: 'Type: Application Size: Application Location: FL #: FL 17022.S IRS Date: 4 / 18 / 16 Report No.: 16-123-INS-S6W-ER Page 4 of 7 CBUCK, Inc. Certificate of Authorization #8064 r.r 1" Nail Strip Steel " 26 Gauge (min: 16" (max.) Coverage 1" 50 ksi min. In compliance with FBC Section 1507.4.3: • ASTM A792 coated, or • ASTM A653 G90 galvanized steel Pancake -Head Wood Screw #10 x 1" (min.) Per FBC Section 1506.6 and 1507.4.4 Per ANSI/ASME 618.6.1 (Select Systems) Bostik 915111 Chem -Chalk One component, polyurethane adhesive 3/16" continuous bead Along base of male rib vertical flange at each panel seam. (Refer to Table "A" and drawing Pg 6-7) 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 penetrate thru bottom of support a minimum of 3/16". FL #: FL 17022.5 R5 Date: 4 / 18 / 16 Report No.: 16-123-INS-S6W-ER Page 5 of 7 Spectdlty Structural EnglneerIng CBUCK, Inc. Certificate of Authorization tl8064 COPYInstallation: Installation Method: r; c� t (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 METHOD 1 METHOD 2. Design Pressure (ASD)*: - 86 PSF - 97.25 PSF Fastener Spacing: 6" o.c. 6" o.c. Seam Adhesive: Not required 3/16" continuous bead (Refer to pg. 6-7) . * Allowable design pressure(s) fo allowable stye 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. D8133.01-450-18, Date: 06/30/15, Specimens #1 & #2 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) FL #: FL 17022.5 R5 Date: 4 / 18 / 16 Report No.: 16-123-INS-S6W-ER Page 6 of 7 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Installation Method Extreme Metal Fabricators, LLC. 1" Nail Strip (26 Gauge Steel) Roof Panel attached to Wood Deck Drawings 16" —� 3/4� Panel Profile 16" o.c. Deck: -15/32" or greater Plywood, or - Wood plank Integral Snap Lock For METHOD 2: Apply 3/16" Bead Bostik 915Tm Sealant Continuous Along Male Rib Vertical Flange X Fastener #10 X 1" Min. per Table "A" Pancake Head Wood Screw Typical Assembly Profile View (Typical Fastening Pattern Across Width) FL #: FL 17022.5 R5 Date: 4 / 18 / 16 Report No.: 16-123-INS-S6W-ER Page 7 of 7 Spec1cghj Structural Englneerinq CBUCK, Inc. Certificate of Authorization ##8064 �Im E COPY Installation Method L Extreme Metal Fabricators, LLC. 1" Nail Strip (26 Gauge Steel) Roof Panel attached to Wood Deck Fastener #10 X 1" Min. per Table "A" Pancake Head Wood Screw 1" Nail Strip Roof Panel Optional: Rigid Insulation Thickness 3" Maximum 'L_Seam Adhesive Application: Deck: For Method 2 -15/32" or greater Plywood, or Apply 3/16" Bead Bostik 915Tm Sealant - Wood plank Continuous Along Male Rib Vertical Flange (Refer to Table "A") Typical Roof Assembly Isometric View (Optional) Rigid Insulation Board per Page 4 of this report TABLE "A" ALLOWABLE LOADS METHOD 1 METHOD 2 Design Pressure (ASD)*: - 86I PSF - 97.25 PSF Fastener Spacing: 6" o.c. 6" O.C. Seam Adhesive: Not required 3/16" Continuous Bead * Allowable design pressure(s) for allowable stress design (ASD) with a margin of safety of 2 to 1.