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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 3 � V, 17-7 r Jia -Z. 1 FiOrida Capagment� BCIS Home j Log In 1 User Registration i Hot Topics ; Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links ; Search ! Bu ) sines,O Professional@Product Approval USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL17022-R3 Application Type Revision Code Version 2014 Application Status Pending FBC Approval 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 Tara Faulkner Address/Phone/Email 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 tara@extrememetaIfabricators.com 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 Steven M. Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL17022 R3 COI CertOflndeo.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 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDa.v2aBQpHpQQ... 1/18/2016 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 12/18/2015 Date Validated 12/18/2015 Date Pending FBC Approval 12/18/2015 Summary of Products FL# Model,Number or Name Description 17022.1 (1)5-V Crimp 26 Gauge Steel,Lapped Roof Panel,Mechanically Attached to Wood Deck. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R3 II 1 5VCrimo 26ga WoodDeck EVALREPORT.pdf Approved for use outside HVHZ:Yes Verified By:James L. Buckner, P.E.@ CBUCK,Inc. P.E.#31242 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure:+N/A/-101 Evaluation Reports Other:Refer to evaluation report for conditions FL17022 R3 AE 1 5VCrimo 26ga WoodDeck EVALREPORT.odf and limitations of use. Refer to manufacturer's Created by Independent Third Party:Yes installation instructions as a supplemental guide for attachment. 17022.2 (2)5-V Crimp 0.032"Aluminum,Lapped Roof Panel,Mechanically Attached to Wood Deck. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R3 rI 2 5VCrimo 032AIum WoodDeck EVALREPORT.pdf Approved for use outside HVHZ:Yes Verified By:James L. Buckner, P.E.@ CBUCK,Inc. P.E.#31242 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure:+N/A/-168.5 Evaluation Reports Other:Refer to evaluation report for conditions FL17022 R3 AE 2 5VCrimo 032A1um WoodDeck EVALREPORT.odf and limitations of use. Refer to manufacturer's Created by Independent Third Party:Yes installation instructions as a supplemental guide for attachment. 17022.3 (3) 1.5"Mechanical Seam 2"Rib Height,16"Wide,24 Gauge Steel Roof Panel Mechanically Attached to Wood Deck. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R3 II 3 1.5 Approved for use outside HVHZ:Yes MechSeam 24ga WoodDeck EVALREPORT.pdf Impact Resistant:No Verified By:James L. Buckner, P.E.@ CBUCK,Inc. P.E.#31242 Design Pressure:+N/A/-191 Created by Independent Third Party:Yes Other:Refer to evaluation report for conditions Evaluation Reports and limitations of use. Refer to manufacturer's FL17022 R3 AE 3 1.5 Installation instructions as a supplemental guide for MechSeam 24ga WoodDeck EVALREPORT.pdf attachment. Created by Independent Third Party:Yes 17022.4 (4) 1.5"Mechanical Seam 2"Rib Height, 16"Wide,0.032"Aluminum Roof Panel Mechanically Attached to Wood Deck. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R3 II 4 1.5 Approved for use outside HVHZ:Yes MechSeam 032A1um WoodDeck EVALREPORT.pdf Impact Resistant:No Verified By:James L. Buckner,P.E. @ CBUCK,Inc. P.E.#31242 Design Pressure: +N/A/-191 Created by Independent Third Party:Yes Other:Refer to evaluation report for conditions Evaluation Reports and limitations of use. Refer to manufacturer's FL17022 R3 AE 4 1.5 installation instructions as a supplemental guide for MechSeam 032A1um WoodDeck EVALREPORT.pdf attachment. Created by Independent Third Party:Yes 17022.5 (5) 1"Nail Strip 1"Rib Height, 16"Wide,26 Gauge Steel Roof Panel Mechanically Attached to Wood Deck. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R3 II 5 1NailStrip 26ga WoodDeck EVALREPORT.pdf Approved for use outside HVHZ:Yes Verified By:James L. Buckner,P.E.@ CBUCK,Inc. P.E.#31242 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+N/A/-97.25 Evaluation Reports Other:Refer to evaluation report for conditions FL17022 R3 AE 5 1NailStrio 26ga WoodDeck EVALREPORT.pdf and limitations of use. Refer to manufacturer's Created by Independent Third Party:Yes installation instructions as a supplemental guide for attachment. 17022.6 (6) 1"Nail Strip 1"Rib Height, 16"Wide,0.032"Aluminum Roof Panel Mechanically Attached to Wood Deck. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R3 II 6 1NailStrip 032A1um WoodDeck EVALREPORT.pdf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aB QpHpQQ... 1/18/2016 Florida Building Code Online Page 3 of 3 Approved for use outside HVHZ:Yes Verified By:James L.Buckner,P.E.@ CBUCK,Inc. P.E.#31242 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+N/A/-78.5 Evaluation Reports Other:Refer to evaluation report for conditions FL17022 R3 AE 6 1NailStrio 032A1um WoodDeck EVALREPORT.Ddf and limitations of use. Refer to manufacturer's Created by Independent Third Party: Yes installation instructions as a supplemental guide for attachment. 17022.7 (7) 1.5"Nail Strip 1.5"Rib Height, 19"Wide,26 Gauge Steel Roof Panel Mechanically Attached to Wood Deck. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R3 II 7 1.5NailStrip 26cla WoodDeck EVALREPORT.odf Approved for use outside HVHZ:Yes Verified By:James L. Buckner,P.E. @ CBUCK,Inc. P.E.#31242 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+N/A/-63.5 Evaluation Reports Other:Refer to evaluation report for conditions FL17022 R3 AE 7 1.5NailStrip 26aa WoodDeck EVALREPORT.pdf and limitations of use. Refer to manufacturer's Created by Independent Third Party:Yes installation instructions as a supplemental guide for attachment. Back Next Contact Us::1940 North Monroe Street.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-mall 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: sccuritvmv riucv �I http://www.floridabuilding.org/pr/pr� app dtl.aspx?param=wGEVXQwtDgv2aB QpHpQ Q... 1/18/2016 NCBUCK Engineering Specialty Structural EngtnpL=rtnq CBUCK,Inc.Certificate of Authorization#8064 Evaluation Report "S-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 R3 Florida Building Code Sth 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 61G15-23. `1t11111i111 Prepared by: James L. Buckner, P.E., SECB ` ��s ,cerin Florida Professional Engineer#31242 =*' No 31242 * ' Florida Evaluation ANE ID: 1916 Project Manager:Youry Demosthenes =70 w= Report No. 15-217-5V-S6W-ER �,�'. STATE OF _40 (Revises 15-176-5V-S6W-ER) %mss' •FSO....ID ' �j�`� Date: 12/18/15 �S;ONAL�� Contents: - Evaluation Report Pages 1—7 2015.12.18 10:53:51 -05'00' CBUCK,Inc.,Palm Beach County,Florida Phone:(561)491-9927-Email:cbuck@cbuckinc.net-Website:www.cbuckinc.net FL#: FL 17022.1 R3 Date: 12/18/15 CBUCK Engineering Page rt No.:2 15-21 77-5V-56W-ER Speclalty Structural EnglnL=L=rinq CBUCK,Inc.Certificate of Authorization#8064 Manufacturer: Extreme Metal Fabricators, LLC. 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 17022.1 R3 Date: 12/18/15 RepoC SUCK I�r,e,�ir�eerir�q Pagert No•:3 of77-5V-56W-ER Specildlfij Sf ructurall Englineerlinq CBUCK,Inc.Certificate of Authorization#18064 Performance The product described herein has demonstrated compliance with: Standards: • 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 has demonstrated compliance with Florida Building Code 5th Edition (2014),Section 1504.3.2. 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 • Scope of"Limitations and Conditions of Use"for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical 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. • 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 R3 Date: 12/18/15 CE3UCK Engineering Page Report No.:4 -2177-5V-S6W-ER Speclialty Structural Engineerincj CBUCK,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: 5/8" Yield Strength: 40 ksi min. Corrosion Resistance: Per FBC Section 1507.4.3 Fastener: FASTENER 1 Used for Attachment Method 1 Type: Hex Washer Head Wood Screw Size: #9 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.1 FASTENER 2 Used for Attachment Method Z 3 &4 Type: Hex Washer Head Wood Screw Size: #10 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: 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(lbs/ft') 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". FL#: FL 17022.1 R3 Date: 12/18/15 Repo N I . CBUCK Engineering Page rt No.:5 of 77-5V-S6W-ER 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) ■ 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: 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. 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 IN 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 R3 Date: 12/18/15 CBUCK Engineering Page rt No.:6 15-21 77-5V-56W-ER Specldlty Structural EnginL=erincj 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" Maximum Net Coverage 5/8" Panel Profile Narrnal 12`as Nomireti 12'as 00 x 1-112' Mn. or #10 x 1-11l NrL perIbblre EX Heat Wadw Head screw Rene!oretiep Spwed ReW la1el Wdlh TWe W Spacing nA"Pand Lenp Deck - 15132°or Grier Ptywwd,or - Wwd PW* Typical Assembly Profile View (Typical Fastening Pattern Accross Width - Interior) FL#: FL 17022.1 R3 Date: 12/18/15 CBUCK Engineering Page rt No.:15ef 5V-17 -ER SpeclaltLy Structural E=nglnL=L=rInq CBUCK,Inc.Certificate of Authorization#8054 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 Deck: 15/32"or greater Plywood,or -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.