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Home My WebLink AboutEVALUATION REPORT 5V CRIMPJ CBUCK Engineering Specialty Structural Engtneprtnq Evaluation Report "5V Crimp" CBUCK, Inc. Certificate of Authorization #8064 Metal Roof Assembly 1-7 ( Z-o 24V ST. LUCIE COUNTY BLTLV-%LYG 32 10`' RvEVIEWEB FOR CO Manufacturer: nv,, :vEB By Extreme Metal Fabricator. 2160 SW Poma DrlveOR � T//�� N�cnP�� Jai r/y ��p�Ta JOB Palm City, FL 34990 for Florida Product Approval # FL 20378.6 Florida Building Code Sth Edition (2014) Method: 1- D Category: Roofing Sub - Category: Metal Roofing Product: 5V Crimp Roof PanCONCEALED FASTLENERSORATTACK"ai,... THESE PLANS AND ALL PROPOSED WORK Material: Steel ARE THE RESPONSIL.'UTY. OF THE ARE SUBJECT TO ANY CORRECTIONS f3Y FIELD INSPECTORS THAT Panel Thickness: 26 gauge CONTRACTOR OF RECORD REQUIRED MAY BE NECESSARY IN ORDER TO Panel Width: 24" ,(%IDLY WITH ALL APPLICABLE CODES. Support: Wood Deck Fastener Placement: Rib Peaks or Rib Valleys Prepared by: Digitally signed by James L. Buckner, P.E. James L. Buckner, P.E., S.E.C.B. Electronically signed and sealed documents shall comply with the provisions of FAC Rule Florida Professional Engineer # 31242 61G15-2;\\,\+11i1,�,,�,/ Florida Evaluation ANE ID: 1916 ��•��r�s ! : BUc'�ti�, Project Manager: Diana Galloway ; Report No. 16-124- 5V-S6W-ER _ No 31242 * (Replaces 11-219-5V-56W-ER) - � ` Date: 4 / 14 / 16 =U'� T' STATE OFkq '�is�ONA1 Contents: Evaluation Report Pages 1- 8 File Copy ; CBUCK, Inc. • Palm Beach County, Florida 2016.04.19 11:32:32-04'00' Phone: (561) 491-9927 • Email: cbuck@cbuckinc.net • Website: www.cbuckinc.net Mailing Address: 2637 E. Atlantic Blvd, #34069, Pompano, FL 33062 —� FL #: FL 20378.6 Date: 4 / 14 / 16 CBUCK Engineering Pagert No.. 26of8 5v-56w-ER Specialty Structural Engineering Manufacturer: Extreme Metal Fabricators, LLC. 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 Product Name: SV Crimp Product Category: Roofing Product Sub -Category Metal Roofing CBUCK, Inc. Certificate of Authorization #8064 Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d) Product/System "5V Crimp" Description: 26-gauge Steel exposed fastener roof panel, 24" wide, mechanically attached to Wood Deck with and 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 (Optional) Support: Type: Wood Deck (Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: • 15/32 (min.) 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: Refer to Table A (Refer to "Table A" attachment details herein) FL #: FL 20378.6 Date: 4 / 14 / 16 CBUCK Engineering Report No.: 36of 8-5V-56W-ER Specilalty Structural Engineeri'nq CBUCK, Inc. Certificate of Authorization #8064 Performance Standards: The product described herein has demonstrated compliance with: • U L580-06 — Test for Uplift Resistance of Roof Assemblies • U L 1897-04 — Uplift test for roof covering systems • TAS 125-03 —Standard Requirements for Metal Roofing Systems Standards Equivalency: The UL 580-94 & UL 1897-98 standard version used to test the evaluated product assembly is equivalent with the prescribed standards in UL 580-06 & UL 1897-04 adopted by the Florida Building Code 5th Edition (2014). Code Compliance: The product(s) 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 9N-3.0005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). CBUCK Enginsprinq FL #: FL 20378.6 Date: 4 / 14 / 16 Report No.: 16-124-5V-S6W-ER Page 4 of 8 Specialty Structural Engineerinq CBUCK, Inc. Certificate of Authorization ##8064 Components/Materials Roof Panel: "5V Crimp" (by Manufacturer): Material: Steel Thickness: 26 gauge (min.) Panel Width: 24" (max.) Coverage Rib Height: 3/8" Alloy Type: 40 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: • ASTM A792 coated, or • ASTM A653 G90 galvanized steel Fastener: Type: Hex -Head Wood Screw with WSW Size : #9 - 15 x 1" Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per FBC 1507.4.4 and ANSI/ASME B18.6.1 Components/Materials Underlayment: (by Others): Material and application shall be in compliance with FBC Chapter 15 based on the type of roof covering, 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 20378.6 Date: 4 / 14 / 16 Page Report No.: 5 of g 5v-56w-ER CBUCK EnginPPring Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Installation: Installation Method: (Refer to Table A and the drawings at the end of this report.) ■ Fastener spacing: Refer to Table "A" Below (attached to the tops of the V's or in the valleys per Table A for a total of 3 screws across the width of the panel.) ■ Row Spacing: Refer to Table "A" Below (along the row, across the panel profile) ■ 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" 5V Crimp" (26 ga. Steel), 24" Wide Roof Panel Attached to Wood Deck ALLOWABLE LOADS # Deck Fastener Row Fastener Fastener Design Thickness Spacing Spacing Placement Pressure (min.) (max.) (max.) I(ASD)* 1 15/32" min. 12" 12" #g Corrugation Peaks (Refer to Dwgs Pg 7) _ 85 PSF 2 15/32" min. 12" 12" #9 Corrugation Valleys _ 114.25 PSF (Refer to Dwgs Pg 8) Allowable design pressures) for allowable stress design (ASD) with a margin of safety of 2 to 1. Install the "5V 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. TAS 125-03 Uplift Test By Hurricane Test Laboratory, LLC (FBC Organization #TST ID: 1527) Method 1: Report 0223-0307-01; Test Date: 03 / 05 / 01- 03 / 08 / 01 Method 2: Report 0223-0517-06; Test Date: 05 / 19 / 06 - 05 / 22 / 06 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Extreme Metal Fabricators, Inc. Licensee #974 3. Equivalency of Test Standard Certification By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization # ANE 1916) 4. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization # ANE 1916) 5. Additional Reference Data By USBC, #6:15-bk-03351-KSJ Doc 85, Dated 2/29/2016 �l CBUCK Engineerinq FL #: FL 20378.6 Date: 4 / 14 / 16 Report No.: 16-124-5V-S6W-ER Page 6 of 8 Specialty Structural Enginewinca CBUCK, Inc. Certificate of Authorization #8064 Installation Method Extreme Metal Fabricators, LLC. 5V Crimp" (26 ga. Steel), 24" Wide Roof Panel Attached to Wood Deck T Profile Drawings 24" Maximum Net Coverage "5V Crimp" Panel Typical Panel Profile View TABLE "A" 5V Crimp" (26 ga. Steel), 24" Wide Roof Panel Attached to Wood Deck ALLOWABLE LOADS # Deck Fastener Row Fastener Fastener Design Thickness Spacing Spacing Placement Pressure (min.) (max.) (max.) (ASD)* 1 15/32" min. 12" 12" #9 Corrugation Peaks _ 85 PSF (Refer to Dwgs Pg 7) 2 15/32" min. 12" 12" #g Corrugation Valleys _ 114.25 PSF (Refer to Dwgs Pg 8) *Allowable design pressure(s) for allowable stress design (ASD) with a margin of safety of 2 to 1. �FL #: FL 20378.6 Date: 4 / 14 / 16 CBUCK Engineerinq Page Report No.: �o6f 8-5V-56W-ER Specialty Structural Engineprinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Extreme Metal Fabricators, LLC. 5V Crimp" (26 ga. Steel), 24" Wide Roof Panel Attached to Wood Deck 12" o.c. Typical Fastener Spacing Across Panel Width #9-15 Hex -Head Screw with Mather Seal washer 3/16" min. penetration thru deck Spaced 12" o.c. across the Panel Typical Assembly Profile View (METHOD 1) Fasteners - #9 -15 Hex -Head Screws With W-Crimp" Roof Panel EPDM Bonded Steel Washers Optional: Deck greater Plywood, or Rigid Insulation -15/32" or 9 yw Thickness 3" Maximum - Wood plank Typical Assembly Isometric View (METHOD 1) H FL #: FL 20378.6 Date: 4 / 14 / 16 Page Report NO.: 8 Of 8-5V-S6W-ER N I CBUCK Er1Q1neering Pa Specialty Structural r=nc21 1@@rinc2 CBUCK, Inc. Certificate of Authorization #8064 Installation Method Extreme Metal Fabricators, LLC. 5V Crimp" (26 ga. Steel), 24" Wide Roof Panel Attached to Wood Deck 12" o.c. Typical Fastener Spacing Across Panel Width #9-15 Hex -Head Screw with Weather Seal washer 3/16" min. penetration thru deck Spaced 12" o.c. across the Panel Typical Assembly Profile View (METHOD 2) Fasteners - #9 -15 Hex -Head Screws With 5V-Crimp" Roof Panel EPDM Bonded Steel Washers AL Fi a a Deck: -15/32" or greater Plywood, or - Wood plank YII�YGlaSmlb Optional: Rigid Insulation Thickness 3" Maximum Typical Assembly Isometric View (METHOD 2)