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HomeMy WebLinkAboutPRODUCT APPROVAL2/6/2019 Florida Building Code Online IiT (j�''��Nr r d i" a -c->•a 1"zri... �' ' .•' n S �: , t Arl . a �.4Y�i.'.`_ ocis Home I Log br ! User Registration � Hot Topics Submit Surcharge ;. State a Facts ! Publications Contact Us i BQS Site Map j links I Search Florida 4sI vs Product Approval �'r USER: Public User SCANNED BY Pmdu¢ Aopro-1 Ptenu> Product or Aopliration Search > Appl"cation Cs[> Application Detail St. Lucie County FL # FL11842-114 Application Type Revision RECEIVED Code Version 2017 Application Status Approved APR � 6 �iJ19 Comments 5T: kN I3E Nli[il (erfiilt4�ilf Archived Product Manufacturer MFM Building Products Corp. Address/Phone/Email S25 Orange St. P.O. Box 340 Coshocton, OH 43812 (740)622-2645 wcroft@mfmbp.com Authorized Signature James Buckner jimmy@cbuckinc.net Technical Representative Whit Croft Address/Phone/Email PO Box 340 Coshocton, OH 43812 (740) 622-2645 Ext 118 wmft@mfmbp.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments 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. Bucker, P.E.@ CBUCK Engineering Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/02/2021 Validated By Steven M. Urich, PE a Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL11842 R4 COI CertificateOfIndep pdf Standard Year ASTM D970 �Du-�3i' 2015 //''��,,//''�R��ECCVIIrE,,(('►W�p►gE®pD FOR Florida Ucensed 41d9EQiIRd�N rjn@&�N6.iE F j I )'my FL11842 R4 Equist Bt arel ved, pfU1TV Sections fromthe I�a®®CCVt�lt i https://www.floridabuilding.orglprlpr app dti.aspx?param=wGEVXQwtDqub%2fM2emZGly6BgORaysooivggvA2%2bFeUu6yjJxZBBvg%3d%3d 112 2/612019 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Appmved Date Revised Summary of Products r- ----I Method 1 Option D 08/18/2017 08/28/2017 08/29/2017 10/10/2017 12/13/2018 FL # Model, Number or Name Description 11842.1 1 - "IB3","IB3 StormStopper", "IB3 Self -Adhered Roof Underlayments attached to Plywood Deck Shingle Started', "IB4 StormStopper" & "Shingle Starter" (114) Limits of Use Installation Instructions Approved for use in HVHZ: No FL11842 R4 II 1 IB317amily EVALREPORT R4.odf Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E. #31242 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Refer to Evaluation Report for Limitations and FL11842 R4 AE 1 IB3Family EVALREPORT R4 odf Conditions of Use. Refer to Manufacturer's Installation Created by Independent Third Party: Yes Instructions as a supplemental guide for attachment. 11842.2 2 - "Peel & Seal"(R4) Self -Adhered Roof Underlayment attached to Plywood Deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11842 R4 II 2 PS EVALREPORT R4 pdf Approved for use outside HVHZ: Yes Verified By: James L Buckner, P.E. @ CBUCK, Inc P.E. #31242 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Refer to Evaluation Report for Uniltatinins mcl R 11842 R4 AE 2 PS EV L EPORT R4 pdf Conditions of Use. Refer to Mar e s Installation C nt Third Party: Yes Instructions as a supplemen uide for attachment. 11842.3 "Ultra HT Wind & Water Seal"(R4 ISM elf = Adhered;Root.Uoderlaa y_ment a the to Plywood Deck Installation Instructions Limits of Use Approved for use in HVHZ: No FL11842 R4 II 3 Ultra HT EVA PORT R4. df Approved for use outside HVHZ: Yes Verified By: James L. B , .E. @ CBUCK, Inc P.E. #31242 Impact Resistant: N/A rea e y n ependent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Refer to Evaluation Report for Limitations and FL11842 R4 AE 3 UltmHT EVALREPORT R4 odf Conditions of Use. Refer to Manufacturer's Installation Created by Independent Third Party: Yes Instructions as a supplemental guide for attachment. contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850187-1824 The State of Florida is an AA/EEO employer. Coovriph[ 2007-2013 scat f Fl 'd :: Privacy statement :: Accessibility Statemea :: Refund Statemen Under Florida law, email adtlresses are public records. if you do not want your e-mail address released in response m a public -records request, do not send electronic mail to this entity. fretead, contact the office by phone or by traditional mail. If You have any questions, please contact 850.487.095. *Nmuant m 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 .sad for official communication with Me licensee. However email addresses are public record. If you do not wish m supply a personal address, please provde Me 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 click here. Product Approval Accept e � ® ER ro Credit Card Safe https:t/wwwloridabuilding.org/pdpr app dU.aspx?param=wGEVXQwtDqub%2fM2eroZG1y6BgORaysoolvggvA2%2bFeUu6yjJXZ88vg%3d%3d 212 214/2019 Florida Building Code Online f.'N.t�.a.�u-a. ^mow✓�S `-.rem... .0 u.1..'-.....Y jsl eQs Homer I Ing In User eegf=Uan 'µ—Hot Tapia Submit SuR arye i Stats & rats j pubfl aUons j Unna Us I SM SiM Map links ' Sea j'_ }usEa rubli.Uerroval bi SCANNED t. Lucie County P�rotlu¢AODroval Menu> E000Ror ApplicaFon SeartM1> Application List> Appo.d.n DetailM-- FL# FL17022-R7 Application Type Revision Code Version 2017 Application Status Approvetl CommentsBY nts 08/18/2017v. date reapply 08/21/17 Archived Product Manufacturer Extreme Metal Fabricators, LLC Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 fivalidation@yahoo.com Authorized Signature Richard McKuhen flealidation@yahoo.com Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 richard@emfab.net 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 LOCKE BOWDEN Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) PE-49704 Keystone Certifications, Inc. 04/22/2024 Zachary R. Priest, P.E. f Validation Checklist - Hardcopy Received FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.pdf Standard Year TA5 125 UL 1897 11 `-, �`7 ( 20 03 VZ_, 201212 UL 580 2006 REVIEWED FOR Equivalence of Product Standards Certified By CODE COMPLIANCE ST. LUCIE COUNTY Sections from the CIF11 F CUrwy p O CC https:ltwww.floridabuilding.org/pripr app_dll.aspx?param=wGEVXQwtDqv2aBQpHPQQe6rMZMkUEoRp/02bGxHGxFe5QkCHzEgvoQveega/a3dp/a3d 113 2/4/2019 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/18/2017 08/25/2017 08/28/2017 10/10/2017 i FL # I Model, Number or Name I Description of Use ved for use in HVHZ: No fasteners Installation Instructions or Wood Deck Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ Table A Evaluation Reports Other: Refer to evaluation report for conditions. In [he FL17022 R7 AE FL 17022.1 5 V CRIMP ssr pd( assembly in compliance with the installation method listed in Created by Independent Third Party: Yes this report and applicable code sections of FBC. Refer to manufacturer's installation Instructions. 17022.2 2 - "SV Crimp" (116) mechanically echa icastien ached" to 115132hplywood or Wood Deck with panel,ed mof expos Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 IT FL 17022.2 5 V CRIMP 0.032 ALUM 5sr.gdf Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ Table A Evaluation Reports Other: Refer to evaluation reportfor conditions.Install the FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM ssrpdf assembly in compliance with the installation method listed in Created by Independent Third Party: Yes this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.3 I3 - "1.5" Mechanical earn" (RS) 1.5" rib height, 16" wide, 24 gauge steel, standing seam roof �,. panel mechanically attached to 15/32" plywood or wood deck with clips and fasteners. I Limits of Use Installation Instructions Approved for use In HVHZ: No FL17022 R7 II FL 17022.3 1.5 MECHANICAL Approved for use outside HVHZ: Yes seam 24aa ssr.pdf Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/ -Table A Created by Independent Third Party: Yes Other: Refer to evaluation report for conditions and limitations Evaluation Reports of use. Install the assembly In compliance with the Installation FL17022 R7 AE FL 17022.3 1.5 MECHANICAL method listed in this report and applicable code sections of seam 24aa ULp-cif FBC. Refer to manufacturer's installation instructions. Created by Independent Third Party: Yes 17022.4 4 - "1.5" Mechanical Seam" (RS) 1.5" rib height, 16" wide, 0.032" aluminum, standing seam roof panel mechanically attached to 15/32" plywood or Wood Deck with clips and fasteners. Limits of Use Installation Instructions Approved for use In HVHZ: No FL17022 R7 II FL 17022.4 MECHANCIAL SEAM Approved for use outside HVHZ: Yes ALUMINUM ssrod Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/ Table A Created by Independent Third Party: Yes Other: Refer to evaluation report for conditions and limitations Evaluation Reports of use. Install the assembly in compliance with the installation FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM method listed In this report and applicable code sections of ALUMINUM ssrodf FBC. Refer to manufacturer's Installation instructions. Created by Independent Third Party: Yes 117022.5 5 - "1 In. Nail Strip" (RS) I" rib height, 16" wide, 26 gauge steel, standing seam roof panel mechanically attached to 15/32" plywood or wood deck with fasteners. Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ -Table A Other: Refer to evaluation report for conditions and limitations of use. Install the assembly in compliance with the installation Installation Instructions FL17022 R7 IT FL 17022.5 1.0 NAILSTRIP ssrpd� Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.5 1.0 NAILSTRIP ssnpdf Created by Independent Third Party: Yes https://www.f c6dabuilding.org/prlpr app_dg.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFeSQkCHzEgvOQveeg°%3d%3d 2/3 2/4/2019 - o Florida Building Code Online method listed in this repc,, <:I applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.6 6 - "1 in. Nail Strip" (RS) 1" rib height, 16" wide, 0.032" aluminum, standing seam mof panel mechanically attached to attached to 15/32" plywood or Wood Deck with fasteners, Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ Table A Other: Refer to evaluation report for conditions and limitations Of use. Install the assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. Installation Instructions FL17022 R7 II FL 17022.6 1.0 NAIL STRIP 0.032 ALUM ssr pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0.032 ALUM ssr.odf I Created by Independent Third Party: Yes 17022.7 7 - "1.5 in. Nail Strip" (R5) 1.5" rib height, 19" wide, 26 gauge steel, standing seam roof panel mechanically attached to 15/32" plywood or wood deck with fasteners. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ Table A Other: Refer to evaluation report for conditions and limitations of use. Install the assembly in compliance with the installation method listed in this report and applicable code sections of Installation Instructions FL17022 R7 TI FL 17022.7 1.5 Nail Strip 26GA ssr.odf Verified By: Locke Bowden, P,E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssr pdf Created by Independent Third Party: Yes FBC. Refer to manufacturer's installation instructions. 17022.8 8 - °EMAX Rib- (115) i 29 gauge steel, lapped roof panel mechanically attached to 15/32" plywood or wood deck with exposed fasteners. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ Table A Other: Refer to evaluation report for conditions and limitations of use. Install the assembly in compliance with the installation method listed in this report and applicable code sections of Installation Instructions FL17022 R7 If FL 177022.8 EMAX Rib ssr pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 177022.8 EMAX Rib ssrodf Created by Independent Third Party: Yes FBC. Refer to manufacturer's installation instructions. 17022.9 9 - "PBR MAX" RS ( ) steel, 26 gauge a g lapped roof panel mechanically attached to 15/32" plywood or wood deck with exposed fasteners. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ Table A Other: Refer to evaluation reportfor conditions and limitations of use. Install the assembly in compliance with the installation method listed in this report and applicable code sections of Installation Instructions FL17022 R7 II FL 17022.9 PER RIB ssr pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17072 R7 AE FL 17072.9 PER RIB ssr pdf Created by Independent Third Party: Yes FBC. Refer to manufacturer's installation instructions. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850487-1824 The State of Florida Is an AA/EEO employer. Convrfoht 20W-2013 State of Florida :: Privacv Statement :: Accessibility Statement :: Refund Statement Under Florida law, ..all addresses are public momch. U 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, mmact the office by phone or by traTitional mail. If you have any questions, please contact BSDAB7.1395. "Pursuant th section 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under chapter 4S5, F.S. must provide the Department with an email address if they have one. The.mails 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 lcensee under chapter 455, F.S., please dick hem, Product Approval Accepts: Credit Card Safe httpsJ/taww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgVOQvee,Y%3d%3d 3/3 Palm City, FL 34990 Compliant with Florida Building Code 2017 (6th ed.) Compliant with Florida Product Approval Rule # 61G20-3 Compliant: Keystone Certifications Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec.1507.4.2 Yield strength: 50 ksi min.; Attached to min.15/32" plywood or Wood Deck w/ min. 0.42 specific gravity with screws. 24" Coverage Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec.1507.4.3 Fastener 1(Method 1 Attachment): #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Fastener 2 (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Underlayment: To be compliant with FBC Sec. Chart 1507.1.1 Slope: Shall be in compliance with FBC Sec. 1507. See Fastener attachment specifications above Install Details: Table A Allowable Loads METHOD i METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURE* -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 (ALONG Panel width) 12" ox. 12" o.c. 12" o.c. 12" o.c. FASTENER SIZE #9 #10 #10 #10 teference Data: ARCHITECTURAL TESTING, INC. TST ID#.1527 UL 580-06 & 1897-04i Test Report [ES893.01-450-18 05/02/24 Test Report F3366.01-450-18 12/18/15 TAS 1ZS-03 Test Report D05893.02-450-18 07/22/14 *EQUIVALENCr--UL 1897-04 is equivalent to test standard UL 1897-1?, i r*Design pressure margin of safety 2:1 Locke Bowden, P.E. does not have, not will acquire a financial inryq BOY, 9,,,,`,,p�,,aarh . under this evaluation. v(R Locke Bowden, P.E. is not owned, operated, or controlled by a& coerparl#Prnb 9fatturer, report. q J:')4 TrllE or distributing products products under this 7 FL17O22.1 5! rimp (26GA Steel), 24" Wide Ro . 'anel - Details Limitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6th ed. 2. Minimum slope to be compliant with Florida Building Code 2017 611' ed., and per with Manufacturer's installation reference. 3. Products are compliant for State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D 4. Engineering analysis for "project specific approval by local authorities wfjurisdiction is allowed by other registered engineers. 5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6. Support framing in compliance w/FBC 2017 6fh ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report. #9 x 1-1T Min. or #10.1-11T Min. perTab/a A" for Row S-V Cnrrp Roof Panel Spacing and Design PressuT Hex Washer Head Wood Screws iSW orgreaterPlriwod, or Woad plank '14- 12" 3!8" Panel Profile Nominall2" Nominall2" O.C. O.C. Fasten 9 x -1/2" Min. or #10 x 1-1/2" Min. per Table "A" Hex Washer Head Screw Spaced 12" o.c. across the Panel Width Panel Refer to Table "A" for Spacing Along Panel Overlap Length Deck- 15132" or greater Plywood, or -Wood plank