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Home My WebLink AboutProduct Approval (2) CBUCK lin CBUCX Inc.Certificate of Authorization#8064 Evaluation Report "S--V Crimp" Metal Roof Assembly Manufacturer: Extreme Metal Fabricators, LLC. 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 for Florida Product Approval # FL 170122.1 R2 Florida Building Code 5th Edition (2014) Per Rule 61G20-3 Method: 1 - D Category: Roofing Sub-Category: Metal Roofing Product: 5-V Crimp Roof Panel Material: Steel Panel Thickness: 26 gouge Panel Width: 24" Support: Wood Deck Digitally signed by James L Buckner,P.E. Electronically signed and sealed documents shall comply with the provisions of FAC Rule 61G15-28.`i,i�111!!t!/!!t Prepared by: James L. Buckner,P.E.,SECS � ••'��clrrvsF •;F,p Florida Professional Engineer#31242 3`1242 :�r Florida Evaluation ANE ID: 1916 Project Manager:Youry DemosthenesLUZ AJ Report No. 15-176-SV S6W-ER 01. STATE OF Z (Revises 14-166 5V-56W-FR) r�i S Date: 6 J 27 J 15 iONAt �`` Contents: Evaluation Report Pages 1—7 2015.07.01 11:0327-04'00' CBUCK,Inc. 1399 N.101lian Drive,Suite 4,West Palm Beach,Florida 33403 Phone:(561)491-9927-Email:Muck@cbuckinc.net•Website:www.cbuddnc.net FL FL 17022.1 R2 Date: 6/27/15 CSUCK EReport No.:15-176-5V-S6W-ER ngineering Page 2 of 7 N-, CEILICK,Inc.Certificate qfAuthcdzafion AM —c*njchxcaI ef x*ievow Manufacturer: Extreme Metal Fabricators,LLC. Product Name: 5-V Crimp Product Category: Roofing Product Sub-Category Metal Roofing 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 I 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: a 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 det.4ilsiherein) FL#: FL 17022.1 R2 �/ Date: 6/27/15 CSUCK Eng��r�� Report ge rt No.:3 of 76-5V-S6W-ER cx� y �� n9 CBUCI,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 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(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 R2 Date: 6/27/15 Repo CSUCK Engineeringrt No.:Page 4 o 76-5V 56W-ER SPFCld*hj sftua"cm eTx*w*"nq MUCK,Inc.Certificate of Autfiorization#8064 Components/Materials Roof Panel: S-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 I 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/ASME 818.6.1 FASTENER 2 Used for Attachment Method 2&3 Type: Hex Washer Head Wood Screw Size: #10 x 1-112" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME 818.6.1 Components&Materials: Underlayment: (by Others) Material and application shall be in compliance With FBC Section 1507A.5.1 and 1507A.5.2, applicable codes and in accordance with manufacturer's recommendations. Insulation(Optional): Type: Rigid Insulation Board Thickness: 3"(max.) Properties: Density: 2.25 pd(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 of support a minimum of 3/16". FL#.' FL 1702-2.1110. Date: 6/27/15 CBUCK Engineering Rege port No.:5 15-1776-SV-S6W-ER Paof 11� —Wruaturcm r=f-K;o L=V111"Q CBUCK Inc.Cerdficate qfAufficdza6dn#8064 4smKsa Installation: Installation Method: (Refer to"TABLE A7 below and drawings at the end of this evaluation report.) • Fastener Spacing: Refer to"TABLE A"Below (attached to the tops of the Vs 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 2: METHOD 2: METHOD 3: Design Pressure(ASD)*: -86 IPSF 93.5 IPSF 101 PSF Row Spacing: 16"o.c. 16"o.c. r o.c. Fastener Spacing(across panel width): 12"o.c. 12"o.c. 12"o.c. Fastener Size: #9 #10 #10 Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of 2 to 1. install the S-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 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 Metd[Fabeicators, Inc. Licensee#974 4. Certification of Independence By James L.Buckner, P.E. @ CBUCK Engineering (FBC Organization#ANE 1916) FL#: FL 17022.1 R2 Date: 6/27/15 Repo� D � � Page rt No.:6 of 76-5V-S6W-ER N. CC � VW 51'rl.il':.h-real fes' qlr` E�t C$UCI,Inc.Certificate ofAuthcdzadon#8w Installation Method Extreme Metal Fabricators, U.C. 5-V Crimp (26 gauge steel) Roof Panel attached to Wood Deck Drawines 24"Maximum Net Coverage 5/811 Panel Profile Nom W IrOA NoeW 12'o n 09 9x 1-1ff K*L or#fa x MW MkL per1ibb wX HscYiN dw Hed ParfN tetfop1�W� ��Pend Length Dedc - "fes'crI aft ftvm cf,ar - l jXw Pwk Typical,Assembly Profile View (Typical Fastening-fatAcross Width - Interior) FL#: FL 17022.1 R2 Date: 6/27/15 C UCK En nemering Page rt No.:7 - 76-SV S6W-ER CSUCK.Inc.Certificate of Authorization MM 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 #10 x 1-1/2"Min. per Table"A" 5-V Qirrp Root`Panel Hex Washer Head Wood Screws Q ", f ;--:, ..lr ,•;;.•i til-_ `,�••.ti.`-�, - - — .. _ _ ..��i_.`•:.-/�-.:`.`•.:':.�;•.•�;:-:• '� ``ti:Ji:` •.-`•�U .. «%. I':. f1;�-hv^ ��:.c::h;i `ii2�>-' • .-:� =`�,2—J:...�J.,. - '��.-��u�i De& 15132"or greater Plywood,or U4bod 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: Design Pressure(ASD)*: -86 PSF -93.5 PSF •101 PSF Row Spacing: 16"ox. 16"ox. 8"o.c. Fastener Spacing(across panel width): 12"o.c. 12"o.c. 12"ox. Fastener Size: #9 #10 #10 *Allowable design pressures)for allowable stress design(ASD)with a;margin of safety of 2 to 1.