The URL can be used to link to this page

Home My WebLink AboutEvaluation Report (3) FL#: FL 17022.1 R6 Date: 12/22/16 Report No.. 6-5V-561N-ER Page 2 of 7 �� .. S$'t°9,lC '16JEl, = � � �� CBgCK,Inc:Certificate of Authorfiation#8064 Manufacturer: Extreme Metal Fabricators,LLC. 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 http:/Iwv4w.extre m em eta lfa b ri cators.cb m/ Product Name: 5-V Crimp Product Category: Roofing Product Sub-Category. Metal Roofing Compliance Method; State Product Approval Rule 61G20-3.005 (1)(d) Crimp Roof Product/System 5-V Panel, 2 1 4"p oo6 Gauge steel, 2 wide.panel mechanically attached to Description: Wood Deck with screws. Product Assemblyas Refer to Page 4 of this report for product assembly- components/materiais & 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.) ,I 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, applicabie 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) i j i i . . -- FL17022.106 Report No.:16-166-5V-S6W-ER Date: 12/22/16 Page 3 of 7 m Performance Standards: The product described herein has demonstrated compliance with: w DL580-06—Testfor Uplift Resistance of RoofAssemblies * UL1857-04—Uplift testfor roof covering systems � ~ TAS 12S-O3—Standard Requirements for Metal Roofing 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 Ru|e61G2O-3'0Ol. Limitations and * This evaluation report for "Optional Statewide Approva|" contains technical Conditions of Use: docunientation, 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 tm approve products under"Optional Statewide Appnoxa|"' Option for application outside"Limitations and Conditions ofUse" a, Rule 61G20-3.005(i)(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 C8UCK EngiheerinQ is not a design certification of code compliance construction submittal documentation, per FBC section 107,for any individual structure,site specific or permit design. 9 Deck shall bein compliance with applicable building code' m Design of support system is outside the scope of this report. w Fire Classification is outside the scope of Rule 61G2O-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 8, 8rovvardCounties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-36005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization |D# QUA 1824). / | Report No.:16-166-5V-56W�ER 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: 3/8" Yield Strength: 50 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: Type: Hex Washer Head Wood Screw � Size; #9 x 1-1/2"(or of sufficient length to meet 3/16"min. Corrosion Resistance: penetration through deck orS/8" min. Standard: embedment into wood plank) Per F8C Section 1SO6.G and 15O7'4'4 FASTENER 2 Per/\NS|/AS&1E81Q.6.1 � Type: � Size: Usedfor Met hod 2,3&4 � Corrosion Resistance: Hex Washer Head Wood Screw Standard: #lO«1-1/2"for of sufficient length to meet 3/16^mniD, penetration through deck orS/Q^min. embedment into wood plank) Per FBC Section 1SOG.6 and 1SO7'4.4 Per ANSVY\SK0E81Q'6.l | | ' Components/Materials: 0odsrlaymment: / (by Others) Material and application shall bein compliance with F8C-Section 1507'4`5.' and 1507,4.5'3, applicable codes and in accordance with manufacturer's recommendations. Insulation(Optional): Type: Rigid Insulation Board � Thickness: 3"hnazJ Properties: � Density: 2.25pcf(|bs/ft, m6m' Or Compressive Strength: 2U psi min. Insulation Notes: * Rigid Insulation shall meet minimum density OR compressive strength. � m Insulation shall comply with F8C Section 1508. When insulation is incorporated, ! fastener length shall conform to meet 3/16"min. penetration through deck or 5/8" i min.embedment into wood plank. FL#: FL 170.22.1 R6 Date: 12/22/16 Report No. 16=166-5V-S6W-ER t"i �') Page 5 of �- SSPLCl�3fl'i j S�'Iucturcal &flglineering 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 W 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) ■ Rib Interlock: Lapped vi 3/16" min. fastener penetration through deck or 5/8" min. embedment into wood.plank ■ For .panel construction at the end of panels, refer to manufacturer's instructions and any site specific design. TABLE'W' ALLOWA6LE LOADS METHOD 1: METHOD 2: METHOD 3: METH®D 4: Design Pressure.(ASD)'.: -86 PSF -93.S PSF -101 PSF -228 PSF Row-Spacing: 16"o.c.. 16"o.c. 8"o.c. 6"o.c. Fastener Spacing(along rows): 12"o.c. 12"o.c. 12"o.c. 12 o.c. . Fastener.Size: #9 #10 410 #10 *Allowable design pressure(s)for allowable stress design(ASD)with a morgin of sofety of 2 to I. 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&U L 1897-04—Uplift Test By Architectural Testing,Inc.-West-Palm Beach, FL (FBC Organization#TST'ID:1527) Report No.: D589301-450-18, Date: 05/02/14 Report No.: 1`3366.01=450-18, Date: 12/18/15 2. TAS 125-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#574 4. Certification of Independence By James L.Buckner.,P.E.@ CBUCK Engineering (FBC Organization#ANE.1916) i I I FL##: FL 17022.1 R6 Date: 12/22/16 Report No.:6of76-5V-S6W-ER Page SpL Clain' Structural r=ng1nL=sr1nq CBUCK,Inc.Certificate of Authorization#8064, Installation Method Extreme Metal Fabricators, LLC. 5 i/ Crimp (26 Gauge steel) Roof Panel attached to Wood Deck Drawings 24" 12" i 3/8" OPTIONAL STRIATIONS Panel Profile Nominal 12"o.c. Nominal 12"o.c. Fastener #9 X 1-1/2"Min. or #10 x 1-112"Win.per Table"A" Hex Washer Head Screw Spaced 12"o.c.across the Panel Width Panel Overlap Refer to Table"A'for Spacing Along Panel Length Deck- 1 5/3Z'or greater Plywood,or -Wood plank Typical Assembly Profile View (Typical Fastening Pattern Accross Width - Interior) FL#: FL 17022.1 R6 Date: 12/22/16 F12 Report No.:16-166-5V-S6W-ER Page 7of7 S SPL c=Ic9ItLj Structural 7E=nc;lIneL=rInc;i CBUCK,Inc.Certificate of Authorization#8064 PL Installation Method Extreme Metal Fabricators, LLC. 5-V Crimp (26 Gauge Steel) Roof Panel attached to Wood Deck Fasteners- #9 x 1-1/2"Min. or #10XI-1/2"Min. perTable"K 5-V Crimp Roof Panel Hex Washer Head Wood Screws 77777: Q 7-7 77 Optional: Deck: Rigid Insulation -15/32'or greater Plywood,or Thickness 3"Ma>dmum -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"O.C. 6"o.c. Fastener Spacing(across panel width): 12"o.c. 12"o.c. 12"o.c. 12"o.c. Fastener Size: 1 49 #10 #10 #10 *Allowable design pressure(s)for allowable stress design(ASD)with amargin of safety of2tol.