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HomeMy WebLinkAboutProduct Approval Florida.Building Code Online Page 1 of 3 D 1 tr DepUMcf SCIS Hoare Log In i User Registration Hot Topia Submit Sun harge Stats&Facts j Publications FIX Staff z BCIS Site Map ; Linics Search Buslnes i'rofessi 'Ioaucc ApprovalI USER:Public User Regulation ptoglrd Aooroval Menu>Productor Application Search>Aoolimtion List>Appli ation Detail FL# FL17022-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Extreme Metal Fabricators,LLC. Address/Phone/Email 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 taxa@extrememetaifabricators.com Authorized Signature James Buckner jimmy@cbuckinc.net Technical Representative Tara Faulkner Address/Phone/Email 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 tara@extrememetalfabricators.com Quality Assurance Representative Address/Phone/Emall Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed James L.Buckner,P.E.@ CBUCK,Inc. the Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 04/22/2024" Validated By Steven M.Urich,PE ® Validation Checklist-Hardcopy Received Certificate of Independence FL17022 R2 COI CertOtIndeD odf Referenced Standard and Year(of Standard) Standard Year TAS 125 2003 UL 1897 2004 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code hup://www.Horidabuflding.org/pr/pr-app dtl.aspx?param--vGEVXOwd)av2aBOnHnO___ 10/16/2015 nonda Building Code Online Page 2 of 3 Product Approval Method Method I Option D Date Submitted 07/02/2015 Date Validated 07/02/2015 Date Pending FBC Approval 07/09/2015 Date Approved 08/18/2015 urnmary of Products I FL# Model,Number or Name Description 17022.1 (1)S-V Crimp 26 Gauge Steel,Lapped Roof Panel,Mechanically Attached to Wood Deck. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R2 II I-SVCrimp 26—cia WoodDeck EVALREPORT.pdf Appr6ved for use outside HVHZ:Yes Verified By:James L Buckner,P.E.@ CBUCK,Inc.P.E.#31242 Impail Resistant:No Created by Independent Third Party:Yes Design Pressure:+N/A(-101 Evaluation Reports Otheit.Refer to evaluation report for conditions FL17022 R2 AE I 5VCr1mr) 26aa WoodDeck EVALREPORT.pd and limitations of use.Refer to manufacturers Created by Independent Third Party:Yes Installation instructions as a supplemental guide for attachrhent. 17022.2 2)S-V Crimp 0.032"Aluminum,Lapped Roof Panel,Mechanically Attached to Wood Deck. Limits of Use Installation Instructions Approved for use In HVHZ:No FL17022 R2 11 2 5VCrImP 032A1um WoodDeck EVALREPOkT.Pdf Approved for use outside HVHZ:Yes Verified By:James L.Buckner,P.E.@ CBUCK,Inc,P.E.#31242 Impact Resistant.No Created by Independent'Third Party:Yes Design Pressure:+NIAI-168.5 Evaluation Reports Other::Refer to evaluation report for conditions FL17022 R2 AE 2 SVCrimp 032AIum WoodDeck EVALREPORTpdf and limitations of use.Refer to manufacturer's Created by Independent Third Party:Yes installation instructions as a supplemental guide for attachment. 17022.3 (3)1.5"Mechanical Seam 2'Rib Height,16"Wide,24 Gauge Steel Roof Panel Mechanically I Attached to Wood Deck. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R2 11 3 1.5 Approved for use outside HVHZ:Yes MechSeam 24oa WoodDeck EVALRE-PORT.pg Impact Resistant-No Verified By:James L.Buckner,P.E.@ CBUCK,Inc.P.E.#31242 Desigri Pressure:+N/At-191 Created by Independent Third Party:Yes Other:Refer to evaluation report for conditions Evaluation Reports and limitations of use.Refer to manufacturer's FL17022 R2 AF; 3 1.5 Installation instructions as a supplemental guide for MechSeam 2 WoodDeck EVALREPORT.pd attachment. 1 Created by Independent Third Party:Yes 17022.4 (4)1.5"Mechanical Seam 2"Rib Height,16"Wide,0.032"Aluminum Roof Panel Mechanically I Attached to Wood Deck. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R2 11 4 1.5 Approved for use outside HVHZ:Yes MechSeam 032AIum WoodDeck EVALREPORT.Pdf Impact:Reslistant.No Verified By:James L.Buckner,P.E.@ CBUCK,Inc.P.E.#31242 Design Pressure:+N/Al-191 Created by Independent Third Party:Yes Other:Refer to evaluation report for conditions Evaluation Reports and limitations of use.Refer to manufacturet's FL17022 R2 AE 4 1.5 installation instructions as a supplemental guide for MechSeam 032AIum WoodDeck EVALREPORT.pd attachment Created by Independent Third Party:Yes 17022.5 (5)1"Nail Strip 1'Rib Height,16"Wide,26 Gauge Steel Roof Panel Mechanically I Attached to Wood Deck. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R2 Il 5 INaliStrip 26ga WoodDeck EVALREPO6_T.P Approved for use outside HVHZ:Yes Verified By:James L.Buckner,P.E.@ CBUCK,Inc.P.E.#31242 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+N/A1-97.25 Evaluation Reports Other:Refer to evaluation report for conditions FL17022 R2 AE 5 INailStrip 26oa WoodDeck EVALREPORT.pd and limitations of use.Refer to manufacturer's Created by Independent Third Party:Yes Installation instructions as a supplemental guide for attachment. 17022.6 1-Nail Strip 1"Rib Height,16"Wide,0,032"Aluminum Roof Panel Mechanically Attached to Wood Deck. http://Www.floridabuilding.org/pr/pr_app-dtl.aspx?i)aram--WGEVXOWtT)av?,ARolny4ino r lonaa Buitchng Code Online Page 3 of 3 umws of Use Installation Instructions Appicived for use in HVHZ.No FL17022 R2 11 6 INailStrip 032A1um WoodDeck EVALREPORT.P-df Approved for use outside HVHZ:Yes Verified By;James L Buckner,P.E.@ CBUCK,Inc.P.E.#31242 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure.+N/A(-78.5 Evaluation Reports Other:' Refer to evaluation report for conditions FL17022 R2 AE 6 INal[Strip 032AIum WoodDeck EVALREPORT.Pdf and limitations of use.Refer to manufacturer's Created by Independent Third Party.Yes Installation instructions as a supplemental guide for attachment. 17022.7 (7)1.5"Nail Strip 1.5'Rib Height,19"Wide,26 Gauge Steel Roof Panel Mechanically I Attached to Wood Deck. Urniti of Use Installation Instructions Approved for use In HVHZ:No FL17022 R2 11 7 1.SNailStrit) 26oa WoodDeck EVALREPORT.Ddf Approved for use outside HVHZ:Yes Verified By:James L.Buckner,P.E.@ CBUCK,Inc.P.E.#31242 Impact Resistant-No Created by Independent Third Party:Yes Design Pressure:+N/Al-63.5 Evaluation Reports 'Other.Refer to evaluation report for conditions FL17022 R2 AE 7 I.SNaliStrin 26ga WoodDeck eVt L ORT.Pdf and limitations of use.Refer to manufacturer's Created by Independent Third Party-Yes installation instructions as a supplemental guide for attachment. F.;7kl .F-j contact Us*:IMO Wtth Monroe Street.Tallahassee FL 32399 Phone*850-487-1824 The State of Florida Is an AAJffO employer.Copwight of Florida.::Privew Accessibility Stawmem::Rellund c Under Florida law,email addresses are public records.if you do riot want your e-mail address released In response to a public-records request,do not send electroilic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455275(1),Florida Statutes,effective October 1,2012,flcrrJees licensed under Chapter 455,F.S.must provide the Department with an email address if they have"m The owls provided may be used for oftal communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please dick liff-9. Product Approval mgrxres http://www.flondabwlding.orgtpr/pr__app_Atl.aspx?param---WGEVXOWtDov2aBOnT4TiO In/16/11111r, CSUCK Eng spec SftUCftXCN a Qk hKai CBUCI4 Inc.Certificate of Authodzadon#8054 Evaluation Report '15-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 17022.1 R2 Florida Building Code Sth 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 gauge 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 61G15-23.`01111 l 11(r�f� Prepared by: . .eUc James L Buckner, P.E.,SECB � `.•• .,1t;ENSFc�,P'% Florida Professional Engineer##31242No;*:•` 1242 �. Florida Evaluation ANE ID: 1916 =_ Project Manager:Youry Demosthenes �� ': LUZ Report No. 15-176-5V-S6W-ER 0,�•"• STATE OF (Revises 14-165 SV-SSWER) � t�'•,�ORIO Date: 6/27/15 i,r��J 1ltj11�1 Contents:'" { Evaluation Report Pages 1—7 --. CBUCK,Inc. 2015.07.0111-03:27-04'00' 2399 N.IClflian Drive,Suite 4,West Palm Beach,Florida 33403 Phone:(561)491-9927-Email:cbuck@cbuckinc.net•Website:www.cbuckinc.net FL FL 17022.1 R2 Date: 6/27/15 CBUCK r=nq1ne4=. r1nq Rege 2 port No.:15-1776-SV-S6W-ER Paof cialIN", struclLwal e io mwv u MUCK,Inc.Certificate of Authorization#8064 Manufacturer: Extreme Metal Fabricators,LLC. Product Name: 5-V Crimp Product Category: Roofing Product Sub-Clitegory Metal Roofing Compliance Method: State Product Approval Rule 61G20-3.005(1)(d) Product/System 5-V Crimp Roof Panel, 26 gauge steel, 2e 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: * 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 R2 Date: 6/27/15 N. F C C Engineering RRegpeort No.:3 - 76-5V-S6W-ER S�E�CJd�I� c4n_oc LrcN a1x2h Isms nQ DUCK 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 • Scone 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(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. • 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 IZE3UCKEngineering Page Report No.:4 15-17 76-5V-S6W-ER an'(istrLctLWca [.j� n9 CBUCI,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 for Attachment 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/ASME B18.6.1 FASTENER 2 Used for Attachment Method 2&.3 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 818.6.1 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: Rigid Insulation Board Thickness: 3"(max.) Properties: Density: 2.25 pcf(lbs/ft')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 17022.1 R2 Date: 6/27/15 C CK 1j nq) RRegpeort No.:5 - 76-5V S6W-ER SfiR.iCtt r!'31 �X - CBUCK Inc Certoiiarte 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.) 8 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: Design Pressure(ASD)*: -86 PSF -93.5 PSF -101 PSF Row Spacing: 16"o.c. 16"o.c. 8"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 5-V Crimp roof panel assembly in compliance with the installation method listed in this report and applicable code sections of FBC Sth 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 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 R2 Date: 6/27/15 CBUCK EngIneerIng Page rt No.:6 - 76-5V-S6W-ER i j Sf rt.�fi.xal E-f lc�,'�r1E�EC"IC� CBUCI�Inc.Certificate ofAuthorrzation OW Installation Method Extreme Metal Fabricators, LLC. 5-V Crimp (26 gauge Steel) Roof Panel attached to Wood Deck Drawings 24"Maximum Net Coverage Panel Profile i m*W 17*A Nari W 1r a& now NO x 1-t2' L&L ar#t©x i-1W LOL perTibb W HwWs*w Hwd 8M w Pgnei Otretlgr 12'ac smuts Pia!Widlt RdhrbTOle'A` brbpw"AJwA POW Dedc - 1fiWarGtUdWPVA%N d,ar -WOW Aw* Typical Assembly Profile View (Typical Fasteningfaatxern Across Width - interior) FL#: FL 17022.1 R2 Date: 6/27/15 C SUCK Engineering ReportPage 7oNo.:15-1776-5V-S6W-ER f ClaltQ CBUCK Inc.-Certificate of Authorization M*4 installation Method Extreme Metal Fabricators, LLC. S-V Crimp (26 gauge Steel) Roof Panel attached to Wood Deck Fasteners- #9 x 11X Min.or #10x1-1/2"Min. per Table"A" 6-V Crirnp Roof Panel Hex Washer Head Wood Screw AID, Ice Dadc 15132"or greater Plywood,or Wood plank Typical Roof Assembly Isometric View (Optional) Rigid Insulation Board per Page 4 of this report TABLE"Ar ALLOWABLE LOADS METHOD 1: METHOD 2: METHOD 3: Design Pressure(ASD)*: -86 PSF 93.5 PSF 101 PSF Row Spacing: 16"o.c. 16"o.c. 8"O.C. Fastener Spacing(across panel width): 12"o.c. Ir O.C. 12"o.c. Fastener Size: #9 #10 #10 *Allowable design pressure ft)far allowable stress design(ASD)'with a.Tdrgin of safety of 2tol.