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Home My WebLink AboutEvaluation Reporta 0 RECEIV'L_._aUN 12 2017 0OUCK Enginee5ring Specialty Structural Englnli?erin9 CBUCK, Inc. Certificate of Authorization MOO Evaluation Report 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 R2 Florida Building Code 5th Edition (2014) Method: 1- D Category: Roofing Sub - Category: Metal Roofing Product: Material: °Panel Thickness: 9 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. 15-176-INS-S6W-ER Date: 6 / 27 / 15 Contents: Evaluation Report Pages I — 7 1" Nail Strip Roof Panel Steel 26 gauge 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 ```J%%J1JrlrrrJ�/ * ' No 91242 •' �A * 'W= , 0.(�'•. STATE OF PLORION r�rrr I i.Il►t��` 2015.07.01 11:03:27=04'00' CBUCK, Inc. 1399 N. Killian Drive, Suite 4; West Palm Beach, Florida 33403 Phone: (561) 491-9927 • Email: cbuck@cbuckinc.net • Website: wWwxbuckirmnet FL #: FL 11022.5 R2 Date: 6 / 27 / 15 Report No.: 15-176-INS-S6W-ER EIBUCK 'EnginseTingPage 2 of 7 Spc�dallfiy Structural Englrieerinq CBUCK, Inc. Certificate of Authorization #8064 Manufacturer: Extreme Metal Fabricators, LLC.' Y Product Name: 1" Nail Strip Product Category: Roofing Product Sub -Category Metal Roofing Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d) 0 Product/System 1" Nail Strip Roof Panel, 26 gauge steel, 16" wide panel mechanically attached Description: to 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) 0 Slope: Minimum slope shall be in compliance with FBC Chapter 15 Section 1501.41, 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 #: VIL 17022:5 92 Date: 6 / 27 / 15 Report No.:15=176-1NS-SM_ER Page 3 of 7 Speciaity Structural Engineering CeuCK, Inc. Certificate of Authorization #8064 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 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 Scope: requirements of the Florida Building Code, a's 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 pa 6l 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 Orga'niation ID# QUA 1824). FL #: FL 17022.5 R2 Date: 6 / 27 / 15 Report No.: 15-1764INS=S6W-ER Page 4 of 7 Specialty Structural Engineering CBUCK, inc. Certificate of Authorization #f8064 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: 1" Nail Strip Steel 26 gauge (min.) 16" (max.) Coverage 1" 40 ksi min. Per FBC Section 1507.4.3 Pancake -Head Wood Screw #10 x 1" (min.) Per FBC Section 1506.6 and 1507.4.4 Per ANSI/ASME B18.6.1 (Select Systems) Bostik 915TM 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 1507.4.8.1 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 (lbs/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 17022.9 R2 • ' Date: 6 / 27 / 15 Report No.: 15-1764NS-S6W-ER &nQ1nL=L=r1nQ Page 5 of 7 mmi-I N Spe-_lalty Structural Engineerinq 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'' instructions and any site specific design. TABLE "A" ALLOWABLE LOADS ETHOD1� METHOD 2 Design Pressure (ASD)*: - - 97.25 PSF Fastener Spacing: 6" o.c. Seam Adhesive: Not required 3/16" continuous bead (Refer to pg. 6-7) * 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. D8133.01-450-18, 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 # AN 1916) , FL #: FL 170&S 92 • Date: 6 / 27 / 15 Cs �� Report No.: 15-176-1NS-S6W-ER Page 6 of 7 Spe r-Jahj Structural E=nQlne =ring CBUCK, Inc. Certificate of Authorization #8064 0 Installation Method Extreme Metal Fabricators, LLC. 1" Nail Strip (26 gauge Steel) Roof Panel attached to Wood Deck Drawings 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 915T"' Sealant .Continuous Along Male Rib Vertical Flange Fastener #10 X 1"'Min. per Table "A" Pancake Head Wood Screw Typical Assembly Profile View (Typical Fastening Pattern Across Width) r a ..r FL #: FL 11022.5 R2 Date: 6 / 27 / 15 Report No.:15-176-INS-S6W-ER CEBLUICK EnginvEmringPage 7 of 7 ISpe --105 i'U Structural Engineerinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Extreme Metal Fabricators, LLC. 1" Nail Strip (26 gauge steel) Roof Panel attached to Wood Deck rim --15/32" or greater Plywood, or - Wood plank Typical Roof Assembly Isometric View Apply 3/16" Bead Bostik 915Tm Sealant Continuous Along Male Rib Vertical Flange (Refer to Table "A") (Optional), Rigid Insulation Board per Page 4 of this report TABLE "A" ALLOWABLE LOADS A $METHOD 1 METHOD 2 Design Pressure (ASD)*: - 8 Si - 0.25 PSF Fastener Spacing: 6" 0� 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.