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Home My WebLink AboutEngineering • RECEI`.' D 3P 1 `7 "r_ '17 CSUCK Engineering Speclaity Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Evaluation Report 1" Nail Strip Metal Roof Assembly Manufacturer: Extreme Metal Fabricators, LLC. 2160 SW Poma Drive Palm City, FL 34990 ?�� J (772)872-8034 ��'I'Y CIE COUN ALA--D '`G L �ZO� 1TEyIE'ED FO R C:0�, LIANC9 for REVIEWFLI) Florida Product Approval LATE ill MITfus ' BE ON3'DB t:LA1�NS A.ka c # FL 17022.5 R2 OR 110 LNSPECTIO`r'WILL BE MADE. Florida Building Code Sth Edition (2014) Method: 1 - D Category: Roofing Sub- Category: Metal Roofing i 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 James L.Buckner,P.E. Electronically signed and sealed documents shall comply with the provisions of FAC Rule 61G15-2````,1111111///// Prepared by: �Q� Na James L. Buckner, P.E.,SECB No31242 Florida Professional Engineer#31242 Florida Evaluation ANE ID: 1916 =� :'w� Project Manager:Youry Demosthenes % .C�'. STATE OF Report No. 15-176-1NS-S6W-ER S,`,s!ONALE?s�\ Date: 6/27/15 /j11.1I I I�` i Contents: Evaluation Report, Pages 1—7 � CBUCK,Inc. 2015.07.01 11:03:27-I 4'00' 1399 N.Killian Drive,Suite 4,West Palm Beach,Florida 33403 Phone:(561)491-9927•Email:cbuck@cbuckinc.net•Website:www.cbuckinc.net � I I I I .I FL#: FL 17022.5 R2 Date: 6/27/15 CBUCK Engineering Pagert No.:2 of -1NS-S6W-ER 'I Speclaltj. Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 i 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 P pp O O , Product/System 1" Nail Strip Roof Panel 26 gauge steel 16" wide panel mechanical) attached ,p g g p Y 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 j 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) 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. I Performance: Wind Uplift Resistance: Design Uplift Pressure(ASD): Refer to Table A (Refer to"Table A"attachment details herein) I II i • FL M FL 17022.5 R2 Date: 6/27/15 U-SUCK Engineering Page Report No.:3 of 7-1NS-S6W-ER Specialty Structural Englneerinq CBUCK,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 i 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, 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(l)(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 j 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) forl manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organizations ID#QUA 1824). i i i l FL#: FL 17022.5 R2 Date: 6/27/15 CSUCK Englneerin Page Report No.:4 of 7 1N5-S6W-ER SpEaclalty Structural EnglnPPrinq CBUCK,Inc.Certificate of Authorization#8064 i Components/Materials Roof Panel: 1" Nail Strip (by Manufacturer): Material: Steel Thickness: 26 gauge (min.) Panel Widths: 16" (max.)Coverage Rib Height: 1" Yield Strength: 40 ksi min. Corrosion Resistance: Per FBC Section 1507.4.3 Fastener: Type: Pancake-Head Wood Screw Size: #10 x 1" (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 915TM Chem-Chalk Type: One component, polyurethane adhesive Application Size: 3/16"continuous bead Application Location: Along base of male rib vertical flange at each,1 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 1507.4.5.1 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(Ibs/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 ofl support a minimum of 3/16". i i i FL#: FL 17022.5 R2 Date: 6/27/15 Page Report No.:5 of 7-1NS-S6W-ER CBUCK Engineering Specialty Structural Enginewenrinq 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'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 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 l (2014). The installation method described herein is in accordance with the 1 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) i FL#: FL 17022.5 R2 Date: 6/27/15 CEBUCK Engineering Pagert No.:6 of 7 1NS-S6W-ER Sp2cicalty Structurdl EnQlrle�'Inq CBUCK,Inc.Certificate of Authorization#8064 i Installation Method Extreme Metal Fabricators, LLC. 1" Nail Strip (26 gauge Steel) Roof Panel attached to Wood Deck Drawings 16" 1" �— 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 I X ��\ Fastener #10 X 1"Min. per Table"A" Pancake Head Wood Screw i Typical Assembly Profile View (Typical Fastening Pattern Across Width) I i i I • FL#: FL 17022.5 R2 Date: 6/27/15 I C UCK Engineering Pagert No.:7 of 1NS-S6W-ER I SpeClaltj .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 Fastener #10 X 1"Min. per Table"A" Pancake Head Wood Screw 1"Nail Strip Roof Panel ' I ;\q Am J I I Seam Adhesive Application: Deck: For Method 2 15/32"or greater Plywood,or Apply 3/16"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. I i I ,