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HomeMy WebLinkAboutProduct Approval CBUCK Enqlneerl�q SpL=clalty StrUCturdl Eng1nL=er1nq CBUCK,Inc.Certificate of Authorization#8064 I I I Evaluation Report CONCEALED FASTENERS ORA►7ACHMENTS "S-V Crimp„ ARE TMIE RESPONSISILITy OF THE Metal Roof Assembly O3,,i4aa���Q J.'•Jt.�1 :...JA: I Manufacturer: Extreme Metal Fabricators, LLC. 2160 SW Poma Drive Palm City, FL 34990 THESE PLANS AND ALL PROPOSED WORK (772) 872-8034 ARE ft�kGT T O AN COXI`''ECT1ONS for RF(;URED D"Y MELD IDJ EO`i`AS`HAT Florida Product Approval MAYBE+hHOESOARY IN 011ORN 1O A # F L 17022.1 R3 Cal�l�� WITH A"APPWAPLA OWES-, Florida Building Code 5th Edition�'(2014) Per Rule 61G20-3 © Method: 1 - D ST. LUCIE COUNTY Category: Roofing BUILDING DIVISION REVIE IED Sub - Category: Metal Roofing FOR OOM B REVIEWED BY Product: 5-V Crimp Roof Paneij DATE /D - 2r —/ 7 Material: Steel PLANS AND PERMIT MUST BE KEPT ON JOS OR Panel Thickness: 26 gauge NO INSPECTION WILL BE MADE 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 Prepared.by: 61G15-23;` JB /I/ James L. Buckner, P.E.,SECB �P• 5�`•...5 c `��• GEN F •.CC.p�. Florida Professional Engineer#31242 = *' No 31242 * ' Florida Evaluation ANE ID: 1916 = _ Project Manager:Youry Demosthenes 7�7b w= Report No. 15-217-5V-S6W-ER ;0,�'. STATE OF (Revises 15-176-SV-S6W-ER) q, ,, F '�����5 F�O.... ��� Date:_12/18/ 15 C ' ,"ONALE`.�` Contents: u� Evaluation Report Pages 1—7 j 2015.12.1810:53:51 -05'00' CBUCK,Inc.,Palm Beach County,Florida i Phone:(561)491-9927-Email:cbuck@cbuckinc.net-Website:www.cbuckinc.net i • I j17022.1 R3 Date: 12/18/15 11 Page Report No.:2 of 77-5V-S6W-ER C®UCK Engineering Speclalty Structural Englneerinq CBUCK,Inc.Certificate of Authorization#8064 Manufacturer: Extreme Metal Fabricators, LLC. Product Name: S-V Crimp Product Category: Roofing i Product Sub-Category Metal Roofing I Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d) I Product/System 5-V Crimp Roof Panel, 26 gauge steel, 24" wide panel mechanically attached to Description: Wood Deck with screws. i 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.) 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, applicable code sections and in accordance with manufacturer's recommendations. Performance: Wind Uplift Resistance: • Design Uplift Pressure (ASD): Refer to Table A I (Refer to"Table A"attachment details herein) 0 i I i 0 J FL#: FL 17122.1 R3 Date: 12/18/15 ng Page rt No.:3 of 77-5V-S6W-ER CBUCK Engineeri i Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8054 i 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'. • 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 approl ed 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'i eport. • 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). COPY v= I I i U FL I : FL 17022.1 R3 Date: 12/18/15 CBUiCK Engineeri l Page Re ort No.:4 of 77-5V-S6W-ER ON Speclalfiy Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 i Components/Materials Roof Panel: 5-V Crimp (by Manufacturer): Material: Steel j Thickness: 26 gauge (min.) i Panel Widths: 24" (max.) Coverage Rib Height: 5/8" Yield Strength: 40 ksi min. Corrosion Resistance: Per FBC Section 1507.4.3 i i Fastener: FASTENER 1 Used for Attachment Method 1 Type: Hex Washer Head Wood Screw Size: #9 x 1-1/2" (min.) I Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME 1318.6.1 f FASTENER 2 Used for Attachment Method2,3 &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 1318.6.1 I 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.) I Properties: Density: 2.25 pcf(lbs/ft3) F,,-- Or Compressive Strength: 20 psi min. C P Insulation Notes: _4 • 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". i I • �� FL#: FL 17022.1 113 Date: 12/18/15 CBUCK Eng1nL=e=r1nq Page rt No.:5 15-21 77-5V-S6W-ER i SpL claittj Structured Engineering CBUCK,Inc.Certificate of Authorization#8064 ' I 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.) I� ■ Row Spacing: Refer to "TABLE A" Below f (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" j 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 noll #10 #10 i *Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of 2 to 1. �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 & 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/ 2. TAS 125—Uplift Test i By Architectural Testing, Inc. -West Palm Beach F f ` (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) i I r 17022.1 R3 U Date: 12/18/15 p �� CBUCK nglneerl Page No.: 7-5V-S6W-ER ge 6 of 7 Spectalt j Structural Engtneerinq CBUCK,Inc.Certr lcate of Authorization#8054 Installation Method Extreme Metal Fabricators, LLC. 5-V Crimp (26 gauge steel) Roof Panel attached to Wood Deck Drawings 24" Maximum Net Coverage 9 5/8" Panel Profile ft inal 129 ac. Norninal 1Y ma OZ #9 x 1-11Z Mn. or #10 x 142 Mln.per Tkble W Flax Wadw Head Screw Pane!Oueriap el Width Fie Table'K Spacing nAlonp Panel Length L- C9;? Dedc 4 - 13132"Q'Greater Plywood Or ' - VWwd Plank Typical Assembly Profile View (Typical Fastening Pattern Accross Width - Interior) I j • ,J FL I FL 17 322.1 R3 Date: 12/18/15 Re C UCK Engineering Page rt No.:7 of 77-5V-S6W-ER I Spt=cic5ltiy Structural =nglneer1ng CBUCK,Inc.Certificate of Authorization#8064 Installation Method Extreme Metal Fabricators, LLC. i 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 Crimp Roof Panel Hex Washer Head Wood Screws I Q _ I _ - I Deck: -15/32"or greater Plywood,or -Wood plank Typical Roof Assembly I L P u Isometric View 4 (Optional) Rigid Insulation Board per Page 4 of this report TABLE"A" ALLOWABLE LOADS ' I 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 pressure(s)for allowable stress design(ASD)with a margin of safety of 2 to 1. i C V