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Home My WebLink AboutEngineeringCBUCK Engineering Speclalty Structural &nglnL=L=r1nq CBUCK, Inc. Certificate of Authorization #8064 Evaluation Report `7M 5V Crimp" Metal Roof Assembly Manufacturer: Innovative Distribution, LLC d/b/a JM Metals 1505 Cox Road Cocoa, Florida 32926 321.639.1537 I for Florida Product Approval # FL 12966.6 R3 Florida Building Code 2010 i Per Rule 9N-3 Method: 1- D Category: Roofing Sub - Category: Metal Roofing Product: JM 5V Crimp Roof Panel j Material: Steel Panel Thickness: 26 gauge Panel Width: 24" Support: Wood Deck I Prepared by: {I James L. Buckner P.E..S.E.C.B. 1 i Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Diana Galloway Report No. 12-132-5V-S9W-ER Date: 4/6/ 12 t Contents: Evaluation Report Pages 1— 9 dames L. Buckner, P.E., SECB CBUCK, Inc. 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cb.uckinc.net Florida P.E. :31242 �� 12 I FL #: FL 12966.6-113 - Date: 4/6/12 g Page Report No.: 22of 5V-s6w-ER CBUCK . Engineerin Specialfiy Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Manufacturer: JM Metals Product Name: JM 5V Crimp Product Category: Roofing Product Sub -Category Metal Roofing Compliance Method: State Product Approval Rule 9N-3.005 (1) (d) Product/System "JM 5V Crimp" ` Description: 26 gauge Steel roof panel mechanically attached to Plywood Deck with 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 accordance with manufacturer's recommendations, FBC Section 1507.4.2 and applicable code sections. Performance: Wind Uplift Resistance: • Design Uplift Pressure: METHOD 1: - 85 PSF (Refer to "Table A" attachment details herein) METHOD 2:-114.25 PSF METHOD 3:-114.25 PSF FL #: FL 12966.6-113 Date: 4/6/12 CBUCK Engineering Page 3 of 9 Report No.: 5v-56w-ER Specialty Structural Engineering 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 • UL 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 2010: Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 2010, Section 1504.3:2. 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 9N-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 9N-3.005. Per Rule 9N-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 9N-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 9N-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) • This metal roof system was tested to transmit the roof loads directly to the building structural support deck. 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 Engineering FL #: FL 12966.6-113 Date: 4/6/12 Report No.: 12-132-5V-S6W-ER Page 4 of 9 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Components/Materials Roof Panel: "JM 5V Crimp" (by Manufacturer): Material: Steel Thickness: 26 gauge (min.) Panel Width: 24" (max.) Coverage Rib Height: 3/8" Yield Strength: 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 ANSI/ASME B18.6.4 Adhesive/Seam Sealant: Product Name: Bostik Chem -Calk 915 Type: One component, polyurethane adhesive Application Size: 3/16" bead Application Location: along male flange the full length of panel underlaps (Refer to Table "A" and drawings Page 8) Components/Materials Underlayment: (by Others): Per roofing manufacturer's guidelines in compliance with FBC Section 1507.4.5 Insulation (Optional): Type: Thickness: Properties: Density: Or Compressive Strength: Rigid Insulation Board 3" (max.) 2.25 pcf (Ibs/ft3) min. 20 psi min. 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". I \ CBUCK Engtneertnq FL #: FL 12966.6-113 Date: 4/6/12 Report No.: 12-132-5V-S6W-ER Page 5 of 9 Speclalfiy Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Installation: Installation Method: (Refer to drawings on Pages 6-7 of this report.) ■ Fastener spacing: Refer to Table "A" Below (along the length 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" METHOD 1: METHOD 2: METHOD 3: Design Pressure: - 85 PSF -114.25 PSF -114.25 PSF Fastener Spacing: 12" 12" 12" Row Spacing: 12" 12" 12" Fastener Location: Corrugation Peaks Corrugation Peaks Corrugation Valleys Adhesive: Not required Refer to Drawing Details 2A & 26 Not required Install the "JM 5V Crimp" roof panel assembly in compliance with the installation method listed in this report and applicable code sections, of FBC 2010. 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 0223-0913-07; , Report Date: 09 / 08 / 08 Method 3: Report 0223-0517-06; Test Date: 05 / 19 / 06 - 05 / 22 / 06 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) JM Metals, Licensee #: 344 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) FL #: FL 12966.6-R3 Date: 4/6/12 • COU'_K Engineering Report No.: 162of 32 5v-s6w-ER IN Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Installation Method JM Metals "JM 5V Crimp" (26 Gauge) Roof Panel Attached to Wood Deck Profile Drawings 24' Maximum Net Coverage c 00 M IM 5V Crimp" Panel . Typical Panel Profile View TABLE "A" METHOD 1: METHOD 2: METHOD 3: Design Pressure: - 85 PSF -114.25 PSF -114.25 PSF Fastener Spacing: 12" 12" 12" Row Spacing: 12" 12" 12" Fastener Location: Corrugation Peaks Corrugation Peaks Corrugation Valleys Adhesive: Not'required Refer to Drawing Details 2A & 2B Not required FL #: FL 12966.6-R3 Date: 4/6/12 • g Page Report No.: 7 of 92 5V-S6W-ER ICBUCK Engineerin Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Installation Method JM Metals "JM 5V Crimp" (26 Gauge) Roof Panel Attached to Wood peck 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 Detail 1A - Typical Assembly Profile View (METHOD 1) ruylu-15/32" or greater Plywood, or a i ' � Thickness - Wood plank icknessss 3 & Maximum Detail 1B - Typical Assembly Isometric View (METHOD 1) CSUCK Engineering FL #: FL 12966.6-113 Date: 4/6/12 Report No.: 12-132-5V-S6W-ER Page S of 9 Speclafty ' Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Installation Method JM Metals "JM 5V Crimp" (26 Gauge) Roof Panel Attached to Wood Deck 12" o.c: Typical 3/16" Bead Bostick Adhesive along full length of male flange at panel underlaps Fastener Spacinq Across Panel Width #9-15 Hex -Head Screw with Weather Seal washer 3/16" min. penetration thru deck Spaced IT' o.c. across the Panel Detail 2A - Typical Assembly Profile View (METHOD 2) Fasteners - #9 -15 Hex -Head Screws With "JM 5V-Crimp" Roof Panel EPDM Bonded Steel Washers I- Deck: -15/32" or greater Plywood, or - Wood plank Optional: 3/16" bead Bostick adhesive Rigid Insulation along panel underlaps Thickness 3" Maximum Detail 213 - Typical Assembly Isometric View (METHOD 2) FL #: FL 12966.6-113 Date: 4/6/12 CBUCK . Enginserinq Page Report No.:192 f 92 5V-S6W-ER SpeelaltLj Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Installation Method JM Metals "JM 5V Crimp" (26 Gauge) Roof Panel Attached to Wood Deck IT o.c. Typical Fastener Spacing Across Panel Width #9-15 Hex -Head Screw with Weather Seal washer 3/16' min. penetration thru deck Spaced Ir' o.c. across the Panel Detail 3A - Typical Assembly Profile View (METHOD 3) Fasteners - 15/37 or greater Plywood, or Rigid Insulation - Wood plank Thickness 3" Maximum •, e Detail 3B - Typical Assembly Isometric View (METHOD 3)