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Home My WebLink AboutEVALUATION REPORT1. \11 �l emi SpPClalty Structural Enc;)lnPPrinq CBUCK, Inc. Certificate of Authorization #8064 Evaluation Report "5-V Crimp" Metal Roof Assembly Manufacturer: SCANNEOExtreme Metal Fabricators, LLC. BY 2160 SW Poma Drive St. Lucie County Palm City, FL 34990 (772)872-8034 for Florida Product Approval # FL 17022.1 R3 Florida Building Code 5th Edition (2014) Per Rule 611320-3 Method: Category: Sub - Category: Product: Material: Panel Thickness: Panel Width: Support: Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No. 15-217-5V-56W-ER (Revises 15-176-5V-56W-ER) Date: 12 / 18 / 15 Contents: Evaluation Report Pages 1-7 1 - D Roofing Metal Roofing 5-V Crimp Roof Panel Steel 26 gauge 24" Wood Deck DEC 2 0 2017 PERMITTING St. Lucie County, FL Digitally signed by James L. Buckner, P.E. Electronically signed and sealed documents shall comply with the provisions of FAC Rule 61G15-23., `%%lull JJJr , `DES L..13UC�'% *'. No 31242 =-0 * :o_ _-A : to Z —0 STATE OF _�� S' DNAC�Cv`,. mil 2015.12.18 1053:51-05'00' CBUCK, Inc., Palm Beach County, Florida Phone: (561) 491-9927 • Email: cbuck@cbuckinc.net • Website: www.cbuckinc.net FL #: FL 17022.1 R3 Date: 12 / 18 / 15 C7ESU t g L �ign L U ��Q Page 2 of 7 rt No.: 7 SV 56W-ER Specialty Structural Englnperinc;) Manufacturer: Extreme Metal Fabricators, LLC. Product Name: S-V 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 5-V Crimp Roof Panel, 26 gauge steel, 24" wide panel mechanically attached to Description: Wood 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 Board (Optional) Support: Type: Wood Deck (Design of support and its attachment to support framing 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. Performance: Wind Uplift Resistance: • Design Uplift Pressure (ASD): Refer to Table A (Refer to "Table A" attachment details herein) FL #: FL 17022.1 R3 L Date: 12 / 18 / 15 CaUC 'ngon rgn Page Report No.: 3 of 17-SV-S6W-ER iSpecialty Structural Englneertng 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 • TAS 125-03 —Standard Requirements for Metal Roofing 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 requirements Scope: 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'. • Ootion for aoDlication 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 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 17022.1 R3 y Date: 12 / 18 / 15 Report No.: 7 SV-56W-ER N UtJPp q Page 4 of 7 Speclalty Structural Encalneerinq CBUCK, Inc. Certificate of Authorization #8064 Components/Materials Roof Panel: 5-V Crimp (by Manufacturer): Material: Steel Thickness: 26 gauge (min.) Panel Widths: 24" (max.) Coverage Rib Height: 5/8" Yield Strength: 40 ksi min. Corrosion Resistance: Per FBC Section 1507.4.3 Fastener: FASTENER 1 Used forAttachment Method 1 Type: Hex Washer Head Wood Screw Size: #9 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 . Standard: Per ANSI/ASMEB18.6.1 FASTENER 2 Used for Attachment Method 2, 3 & 4 Type: Hex Washer Head Wood Screw Size: #10 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.1 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: 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 17022.1 R3 (3F �! ^�?�— Date: 12 / 18 / 15 Ei�%t( CC a"za .� oojniS en PiB�}i Report No.: 5 of 77-SV-56W-ER iSpeclalty Structural Engineering 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 (attached to the tops of the V's for a total of 3 screws across the width of the panel.) • Row Spacing: Refer to 'TABLE A" Below (along the length of the panel) • 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: METHOD 3: METHOD 4: Design Pressure (ASD)•: - 86 PSF - 93.5 PSF -101 PSF - 228 PSF Row Spacing: 16" o.c. 16" o.c. 8" o.c. 6" o.c. Fastener Spacing (across panel width): 12" o.c. 12" o.c. 12" o.c. 12" o.c. Fastener Size: #9 #10 #10 #10 • Allowable design pressures) for allowable stress design (ASD) with a margin of safety of 2 to 1. Install the 5-V 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. UL 580-06 & UL 1897-04 — Uplift Test By Architectural Testing, Inc. -West Palm Beach, FL (FBC Organization #TST ID:1527) Report No.: D5893.01-450-18, Date: 05 / 02 /14 Report No.: F3366.01-450-18, Date: 12 / 18 /15 2. TA5125 — Uplift Test By Architectural Testing, Inc. -West Palm Beach, FL (FBC Organization #TST ID: 1527) Report No.: D5893.02-450-18, Date: 07 / 22 /14 3. Quality Assurance Keystone Certifications, Inc. (FBC Organization ID# QUA 1824) Extreme Metal Fabricators, Inc. Licensee #974 4. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization # ANE 1916) FL #: FL 17022.1 R3 ran u n Date: 12 / 18 / 15 NCSUC `� �.-p0 I7t� �� U ' ReBpeort No.: 6 of 17-SV-56W-ER Specialty Structural Engineerinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Extreme Metal Fabricators, LLC. i 5l8 " F 5-V Crimp (26 gauge Steel) Roof Panel attached to Wood Deck Drawings 24" Maximum Net Coverage Panel Profile Nominal 17 mc. I Nominal 12' o.c. Feshwm NO x 1-1Z Mn. or 010 x 1-1/T' Mlm perThWe W Hex Vft#W Head Sam Panel Overlap Spaced 12' as ounces Me Panel Widlh Refer toTMe "A" for SpedngAhV Panel LwA Typical Assembly Profile View (Typical Fastening Pattern Accross Width - Interior) FL #: FL 17022.1 R3 Date: 12 / 18 / 15 ((��; 1 . SUMS' pp K r pi G: d,0nsn )r0n Page Report No.: 7 of 77-SV-56W-ER SpeCldlYt j Struc turcsl Englnt=l=rinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Extreme Metal Fabricators, LLC. 5-V Crimp (26 gauge Steel) Roof Panel attached to Wood Deck 15/32" or greater Plywood, or Wood plank Typical Roof Assembly Isometric View (Optional) Rigid Insulation Board per Page 4 of this report TABLE "A" ALLOWABLE LOADS METHOD 1: METHOD 2: METHOD 3: METHOD 4: Design Pressure (ASD)•: - 86 PSF - 93.5 PSF -101 PSF - 228 PSF Row Spacing: 16" o.c. 16" o.c. 8" C.C. 6" o.c. Fastener Spacing (across panel width): 12" o.c. 12" o.c. 12" o.c. 12" o.c. Fastener Size: #9 #10 #10 #10 Allowable design pressure(s) for allowable stress design (ASD) with a margin of safety of 2 to 1.