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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3 .�- I 71ofidd Deparnent� SCIS Home Log In User Registration Hot Topics Submit Su�chc� Stats&Facts Publications 11 Staff BQS Site Map Links Search ' Business( ) Professional � b�Product ER• rOVal IF BI Pubic iReguiation PRIMEProduct Approval Menu>Pmdprt or Application Search>AAppliration 11st>Application Detail { Ix r k FL# FL17022-112 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 tara@extrememetalfabricators.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/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the James L. Buckner, P.E. @ CBUCK,Inc. 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 CertOflndeo.odf Referenced Standard and Year(of Standard) Standard yeas TAS 125 2003 UL 1897 2004 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code http://www.floddabuilding.org/pr/pr_app_dfl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bwHlpKhOgygSEDbm%2fYJC... August 21,2015 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 07/02/2015 Date Validated 07/02/2015 Date Pending FBC Approval 07/09/2015 Date Approved 08/18/2015 Summary of Products FL# Model,Number or ame Description : 17022.1 (1)5-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 1 SVCrimp 26aa WoodDeck EVALREPORT.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:+N/A/-101 I Evaluation Reports Other:Refer to evaluation report for conditions and FL17022 R2 AE 1 SVCrimo 26aa WoodDeck EVALREPORT.odf i limitations of use. Refer to manufacturer's installation Created by Independent Third Party:Yes instructions as a supplemental guide for attachment. 117022.2 (2)S-V Crimp i 0.032"Aluminum,Lapped Roof Panel,Mechanically Attached to Wood Deck. Limits of Use I Installation Instructions i Approved for use in HVHZ: No FL17022 R2 II 2 SVCrimo 032A1um WoodDeck EVALREPORT.odf Approved for use outside HVHZ:Yes Verified By:James L.Buckner, P.E. @ CBUCK,Inc. P.E. #31242 f Impact Resistant: No Created by Independent Third Party:Yes Design Pressure:+N/A/-168.5 Evaluation Reports Other:Refer to evaluation report for conditions and ! FL17022 R2 AE 2 SVCrimo 032A1um WoodDeck EVALREPORT.odf limitations of use. Refer to manufacturer's installation Created by Independent Third Party:Yes instructions as a supplemental guide for attachment. 17022.3 1(3) 1.5"Mechanical Seam 2"Rib Height, 16"Wide,24 Gauge Steel Roof Panel Mechanically Attached to Wood Deck. Limits of Use ;Installation Instructions Approved for use in HVHZ: No FL17022 R2 II 3 1.5 i Approved for use outside HVHZ:Yes MechSeam 24ga WoodDeck EVALREPORT.odf Impact Resistant: No Verified By:James L.Buckner, P.E. @ CBUCK,Inc. P.E. #31242 i Design Pressure:+N/A/-191 Created by Independent Third Party:Yes Other: Refer to evaluation report for conditions and Evaluation Reports limitations of use. Refer to manufacturer's installation ! FL17022 R2 AE 3 1.5 instructions as a supplemental guide for attachment. [MechSeam 24ga WoodDeck EVALREPORT.odf Created by Independent Third Party:Yes (17022.4 (4) 1.5"Mechanical Seam 12"Rib Height,16"Wide,0.032"Aluminum Roof Panel Mechanically I I Attached to Wood Deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R2 II 4 1.5 Approved for use outside HVHZ:Yes I MechSeam 032A1um WoodDeck EVALREPORT.pdf l Impact Resistant: No Verified By:James L.Buckner,P.E. @ CBUCK,Inc. P.E. #31242 Design Pressure:+N/A/-191 Created by Independent Third Party:Yes I Other: Refer to evaluation report for conditions and ':Evaluation Reports limitations of use. Refer to manufacturer's installation I FL17022 R2 AE 4 1.5 instructions as a supplemental guide for attachment. MechSeam 032A1um WoodDeck EVALREPORT.odf Created by Independent Third Party:Yes 17022.5 (5) 1"Nail Strip I 1"Rib Height, 16"Wide,26 Gauge Steel Roof Panel Mechanically Attached to Wood Deck. rLimit.of Use Installation Instructions Approved for use in HVHZ:No FL17022 R2 II 5 INailStrio 26ga WoodDeck EVALREPORT.odf 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/-97.25 Evaluation Reports Other: Refer to evaluation report for conditions and FL17022 R2 AE 5 1NailStrio 26ga WoodDeck EVALREPORT.odf limitations of use. Refer to manufacturer's installation Created by Independent Third Party:Yes instructions as a supplemental guide for attachment. 17022.6 (6) 1"Nail Strip 1"Rib Height, 16"Wide,0.032"Aluminum Roof Panel Mechanically Attached to Wood Deck. Limits of Use Installation Instructions http://www.floridabuilding.org/pr/pr app dtl.aspx?param--wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bwHlpKhOgygSEDbm%2fYJC... August 21,2015 %rida Building Code Online . Page 3 of 3 Approved for use in HVHZ:No =1 17022 R2 II 6 1NailStrio 032A1um WoodDeck EVALREPORT.odr 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 and FL17022 R2 AE 6 1NailStrio 032A1um WoodDeck EVALREPORT.oaf. limitations of use. Refer to manufacturer's installation Created by Independent Third Party:Yes 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 Attached to Wood Deck. Limits of Use �^ u Installation Instructions Approved for use in HVHZ:No FL17022 R2 II 7 1.5NailStrio 26oa WoodDeck EVALREPORT.odf 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/-63.5 Evaluation Reports Other: Refer to evaluation report for conditions and FL17022 R2 AE 7 1.5Nai1StriD 26oa WoodDeck EVALREPORT.Ddf limitations of use. Refer to manufacturer's installation Created by Independent Third Party:Yes instructions as a supplemental guide for attachment. r'ontart[is::194n North Monroe Street Tallaha«eP FL 4 444 Phnne•RS0-4R7-1824 The State of Florida is an AA/EEO employer.Copyd,ht 2007-2014 State of Florida_::Privacy Statement::ArrP��Nhi6tV Statempnt::ReRmd Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic 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 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official 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 beta. Product Approval Accepts: http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQvvtDgv2aBQpHpQQe6rMZMkUEoR°/`2bwHlpKhOgygSEDbm°/a2fYJC... August 21,2015 CBUCK E:nQ1neer1nQ Speirlcsitt j Structural r=nglrieerlriq CauCK,Inc.Certificate of Authorization#8064 Evaluation Report °`5-v Crisp" 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 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 gauge Panel Width: 24" Support: Wood Deck Digitally signed byJames.L.Buckner,P.E. Electronically signed and sealed documep shall comply with the provisions of FAC RL � 61G15-23. ,�tltlili� Prepared by: /f" James L. Buckner P.E., SECB Florida Professional Engineer#31242 =*'• No 31242 Florida Evaluation ANE ID: 1916 =.o Project Manager:Youry Demosthenes Luz: Report No. 15-176-5V-S6W-ER C),� •.• STATE OF =� Revises 14-166-5V-S6W-ER) ��cS� F��R�QP'.••G``� Date: 6/27/15 Contents: . -- Evaluation Report Pages 1—7 2015.07.01 11:03:27-04'00' CBUCK,Inc. 1399 N. Killian 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 UCK in Page Report No.:2 -1776-5V-S6W-ER Spenclalty Structural Engine:vring CBUCK,Inc.Certificate of Authorization#8064 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 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 R2 Date: 6/27/15 oc Report No.: 6-5V-S6W-ER Page 3 of 7 SpL=a1ai tj Structural 1=nC 1nem_=li 1nQ 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 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 Report No.: 15-176-5V-S6W-ER UPL:J � Page 4 of 7 Spenc—la j Structural E=nQ1n 1nQ CBUCK,Inc.Certifi �' cate 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 forAttachment 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 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: 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 CBUCK egr1 Pagert No.:5 15-17 76-5V-S6W-ER Speclalty Structural Er'1C, Insering 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: 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): 1 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 2to1. 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 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 O C engineering Pagert No.:6 of 76-5V- - Spen--lalty Structural Eng1ne2s-=r1riq CBUCK,Inc.Certificate of Authorization#8064 Installation Method Extreme Metal Fabricators, LLC. 5-V Crimp (26 gauge steel) Roof Panel attached to Wood Deck Drawings 24" Maximum Net Coverage 5/8' Panel Profile Na 7M 1r am Nona W Ir oa Fashmm 09 x 1-12" Mln. or #i0 x 1-Iff Mln.pwTk6le W l ex VIS HWd Screw Panel OueriBP Speoed 12'as eaves the Panel Wdth Deck - 15W or Graver Plywood,or - vvwd Plank Typical Assembly Profile View (Typical Fastening Pattern Across Width - Interior) FL#: FL 17022.1 R2 Date: 6/27/15 " nlna Pagert No.:7 of 76-5V-S6W-ER lesit � r=tr@ cturcsI i=r"'IE 1ne:L=rinCj CBUCK,Inc.Certificate of Authorization#8064 rs:p 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.Comp Roof Panel Hex Washer Head Wood Screws iv 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: 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): 1 12"O.C. 12"o.c. 12"o.c. Fastener Size: 1 #9 #10 #10 *Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of 2to1.