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Home My WebLink AboutEngineering CBUCK1 Eg3pclalty Structural Englnek=rinq CBUCK,Inc.Certificate of Authorization#t8064 ?,ECFT: _D ��8 ® � 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 R5 Florida Building Code 5th Edition (2014) Method: 1 - D Category: Roofing Sub - Category: Metal Roofing Product: 1"Nail Strip Roof Panel Material: Steel Panel Thickness: 26 gauge Panel Width: 16" Panel Seam: Snap-Lock Support: Wood Deck Digitally signed by lames L.Buckner,P.E. Electronically signed and sealed documents shall comply with the provisions of FAC Rule 61G35-2.` X%11111111//// Prepared by: L, a James L. Buckner, P.E., SECB �5'�c s C�- Florida Professional Engineer#31242 =*' No 31242 •' Florida Evaluation ANE ID: 1916 Project Manager:Youry Demosthenes �: Report No. 16-123-INS-S6W-ER �,�'•.• STATE OF (Revises 15-217-1NS-S6W-ER) %FS' -AOR1pP,.•'G\�� Date: 4/18/16 NAX, 1�1111111� t 77 Contents: Evaluation Report Pages 1—7 2016.04.1911:32:32-04'00' CBUCK,Inc. - Palm Beach County,Florida Phone:(561)491-9927-Email:cbuck@cbuckinc.net-Website:www.cbuckinc.net A.1.1... '1c77 c AFL.....,ol..d 4{7Anan e.......+....on-...1. m 77nG7 FL#: FL 17022.5 R5 Date: 4/18/16 Report No.: 16-123-1NS-S6W-ER C E 3 L J1 r. En(Vneterin Page 2 of 7 S Spewper_-lcsHtj Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 la, _^M' Manufacturer: Extreme Metal Fabricators, LLC. 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 I" 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: 0 15/32"or greater plywood, 0 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) r- FL#: FL 17022.5 R5 Date: 4/18/16 MLEEBUC17= Report No 16-123-1NS-S6W-ER � -) Page SpE�elaMj Struefiural Engln�rinq cauc ,iri�c.�ce:ificat'e=o;Al�94zatiop#8064 Performance Standards: The product described herein has demonstrated compliance with: • UL580-06—Test for Uplift Resistance of Roof Assemblies • UL 2897-04—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). FL#: Fl.17022.5 R5 Date: 4/18/16 Report No.: 16-123-lNS-S6W-ER Page 4 of 7 Speclaftj Structural EncilnemerIng CBUCK,Inc.Certificate of Authorization#8064 Components/Materials Roof Panel: 1" Nail Strip Material: Steel(by Manufacturer): Thickness: 26 Gauge (min.) Panel Widths: 3.6" (max.) Coverage Rib Height: in 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: Type: Pancake-Head Wood Screw Size: #10 x I" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.1 Seam Adhesive/Sealant: (Select Systems) Product Name: Bostik 915 T11 Chem-Chalk Type: One component, polyurethane adhesive Application Size: 3/16"continuous bead Application Location: 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 1507.4.5.3. 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(IbS/ft3) min. Or Compressive Strength: 20 psi min. Insulation Notes: 0 Rigid Insulation shall meet minimum density OR compressive strength. 0 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". ' r FL#: FL 17022.5 R5 Date: 4/18/16 Report No.: 1NS-S6W-ER Page 5 of 7 Speclalty Structural Engineerinq CBUCK,Inc.Certificate of Authorization#8064 y 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'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 pressures)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#ANE 1916) > FL#: FL 27022.5 R5 Date: 4/18/16 Report No.: 16-123-INS-S6W-ER Page 6 of 7 S�cialfiy Structural EnginePrinq 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 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 CaUCK aMCC:gMEjVr�nq N Page Report No.: 16-1237 -1NS-S6W-ER 7 of SgxocIc5ftj sftucrurcsi r=nqIne%=rInca CBUCK,Inc.Cert cafe. 64 orization[f Aut 48 Installation Method Extreme Metal Fabricators,, LLC. I" Nail Strip (26 Gauge Steel) Roof Panel attached to Wood Deck Fastener #10xl"Min. per Table"A" Pancake Head V\bod Screw 1"Nail Strip Roof Panel Optional: Rigid Insulation Thickness&'Ma)dmum Seam Adhesive Application: Deck: For Method 2 -15/32"or greater Plywood, or Apply 3/I6'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)*: -86 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.