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Home My WebLink AboutProduct Approval (2) i .. i g. O. BCIS Home j Log In User Registration Hot Topics Submit Surcharge Stats&Facts j Publications I FBC Staff I BCIS Site Map I Links I Search Florida oProduct Approval USER:Public User i+�x:.rs rercnz Product Approval Menu>Product or Application Search>Application List>Application Detail • FL# FL17022-R5 Application Type evislon Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Extreme Metal Fabricators LLC. Address/Phone/Email ZIbU bW Poma urive Palm City,FL 34990 (772)872-8034 tara@extrememetaffabricators.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 Cat Roofinq_ Subca'9�r 1 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 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 Steven M. Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL17022 R5 COI CertOflndep.pdf Referenced Standard and Year(of Standard) Standard Year TAS 125 2003 UL1897 2004 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code wr FL 17022.1 R5 Date: 4/18/16 CBUCK Engineering Report No.:3 -123-5V-S6W-ER Pagef 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 • 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). I s" Imo; FL 17022.1 R5 Date: 4/18/16 CBUCK Engineering Report No.:16-123-5V-S6W-ER Page 4 of 7 Specialty Structural Engineering 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: 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 Usedfor 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 2,3&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/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". FL 17022.1 R5 4te: 4/18/16 CBUCK Engineerinc9 Page Report No.:5 -12 73-5V-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) ■ Rib Interlock: Lapped ■ 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(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&U L 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#AN 1916) FL 17022.1 R5 4/18/16 '. CBUCK Engineering Repo Pagert No •6 -123-5V-S6W-ER f 7 Speclalty Structural Englneerinq 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 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 17022.1 R5 Date: 4/18/16 CBUCK Engineering Page Report No.:1- 23-5V-S6W-ER � N Spe�lalty Strurztural Engineering 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 o ✓��` % Optional: Deck: Rigid Insulation I -Wood la greater Plywood,or Thickness 3"Maximum P Typical Roof Assembly Isometric View (Optional) Rigid Insulation Board per Page 4 of this report TABLE"A" ALLOWABLE LOADS 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(across panel width): 12"o.c. 12"o.c. 12"o.c. 12"o.c. Fastener Size: #9 #10 #10 #10 *Allowable design pressures)for allowable stress design(ASD)with a margin of safety of 2 to 1. i I