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Home My WebLink AboutPRODUCT APPROVAL - METAL ROOFINGt LE CO a BCIS Home M1�trLog In j User+ Registration Hot Topics Submit Surcharge ( Stats & Facts Publications FBC Staff ,�r BCIS Site Map ( Links Search F odda QO Product Approval `USER: Public User tiice Product Approval Menu > Product or Aoolication Search > Aoolication List > Application Detail FL # FL20484-RI RECEIVED Application Type Revision ��G��il� D OCT Code Version 2017 1,.1 2010 Application Status Approved BY Wde Coun�g/ FerMitting D9 POrtment St. L.Ucle COunty Comments Archived .a THESE PLANS AMD ALL PROpOS�D VYO�? Product Manufacturer UNION CORRUGATING COMPANY �SnC �I 1n��n� r^ ANY VO�;,R��`�''�N� Address/Phone/Email 701 S. KING ST. RE C V FAYETTEVILLE, NC 28301 REQUIRED BY F«LD INSPECTORS THAT(910)483-0479 Ext256 jstieby@unioncorrugating.com MAY BE NECES.Ulfy 114 IMM To Authorized Signature John Stieby cC"'IPLY WITH ALL APP LFCAQLE CQrjBS. jstieby@unioncorrugating.com Technical Representative Address/Phone/Email !Q ST. LUCIE COUN`rY BUILpINQ g Quality Assurance Representative REVIEWED FOR COMPLIA REVIEWED BY Address/Phone/Email DATE�Q PLANS AND PERMIT MUST KEPT ON JOB Category Roofing SITE OR NO INSPECTION( ) WILL BE MADE 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 Bala Sockalingam the Evaluation Report Florida License PE-62240 Quality Assurance Entity r Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/07/2027 Validated By Yoosef Lavi, P.E. 14J Validation Checklist - Hardcopy Received Certificate of Independence FL20484 R1 COI CertificateIndeoendence.odf Referenced Standard and Year (of Standard) Standard Year FM 4470 2012 TAS 125 2003 UL1897 2012 UL 580 2006 Equivalence of, Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 1 : 1 FlLc COPY 1: 1 1°1• 1 12/12/2017 FL # Model, Number or Name Description 20484.1 5V Min 26 ga., 24" wide through fastened panel over 15/32" thick plywood Limits of A ed for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-169 Other: Uplift load of 71.0 psf @ fastener spacing of 24" o.c. & 169.0 psf @ fastener spacing of 6" o.c. Installation Instructions FL20484 R1 II EvaluationReportC2175 1.pdf Verified By: Bala Sockalingam, P.E. 62240 Created by Independent Third Party: Yes Evaluation Reports FL20484 R1 AE EvaluationReoortC2175 I.odf Created by Independent Third Party: Yes 20484.2 Advantage-Lok II Min 26 ga., 16" wide concealed fastened panel over 7/16" thick OSB'& 15/32" & thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 R1 II Eva luationReportC2175 2.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-116 Evaluation Reports Other: Maximum uplift load of 116.0 psf @ seam fastener FL20484 R1 AE EvaluationReportC2175 2.odf spacing of 4-5/8" o.c. along seam into min. 15/32" thick APA Created by Independent Third Party: Yes rated plywood with retainer strap. 20484.3 Aluminum Advantage-Lok II Max 16.375" wide, nom 0.032" thick (min.) aluminum concealed fastener roof panel over min 15/32" thick plywood deck or 7/16" thick OSB. Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 R1 II EvaluationRenortC2175 3.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-93.5 Evaluation Reports Other: Uplift load of 22.5 psf at fastener spacing of 18.5" o.c. FL20484 R1 AE EvaluationReportC2175 3.pdf and 86.0 psf at fastener spacing of 4.63" o.c. in 15/32" Created by Independent Third Party: Yes plywood or 7/16" OSB. Uplift load of 93.5 psf at fastener spacing of 4.63" o.c. with structural sealant in 15/32" plywood. 20484.4 Aluminum SL150 Max 16" wide, nom 0.032" thick (min.) aluminum snap -lock standing seam metal panel over min 15/32" thick plywood deck or 7/16" thick OSB Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 R1 II EvaluationReoortC2175 4.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-86 Evaluation Reports Other: Uplift load of 45.0 psf at clip spacing of 24" o.c. and FL20484 R3 AE EvaluationReportC2175 4.pdf 78.5 psf at clip spacing of 6" o.c. in 15/32" plywood or 7/16" Created by Independent Third Party: Yes OSB. Uplift load of 86.0 psf at clip spacing of 6" o.c. with structural sealant in 15/32" plywood. 20484.5 MasterRib I plywood or 7/16' id ck OSB through fastened panel over 15/32" thick Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 R1 II Eva IuationReoortC2175 S.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam, P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-124 Evaluation Reports Other: Uplift load of 56.0 psf @ fastener spacing of 24" o.c. & FL20484 R1 AE EvaluationReoortC2175 5.1)df 124.0 psf @ fastener spacing of 6" o.c. ' Created by Independent Third Party: Yes 20484.6 MasterRib Min 29 ga., 36" wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 R1 II EvaluationReoortC2175 6.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam, P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-88.5 Evaluation Reports Other: Uplift load of 56 psf for Fastening System I. Uplift load FL20484 R1 AE EvaluationReoortC2175 6.Ddf of 88.5 psf for Fastening System 2. Created by Independent Third Party: Yes 20484.7 ML150 Max 16.5" wide, min 24 ga. steel standing seam panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 R1 II EvaluationReDortC2175 7.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam, P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-124 Evaluation Reports Other: Maximum uplift load of 124 psf @ clip spacing of 6" FL20484 RI AE EvaluationReDortC2175 7.Ddf D.C. with 180 seam, self -adhering membrane and fixed clip. Created by Independent Third Party: Yes 20484.8 PBR br R Panel Min 26 ga., 36" wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 R1 II EvaluationReDOrtC2175 8.Ddf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-161.5 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 48" o.c. FL20484 RI AE Eva IuationReoortC2175 8.pdf and 161.5 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 20484.9 SL175 Max 18" wide, min 24 ga., snap -lock standing seam metal panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 R1 II EvaluationReoortC2175 9.Ddf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam, P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-93.5 Evaluation Reports Other: Uplift load of 39.8 psf @ clip spacing of 36" o.c. and FL20484 R1 AE EvaluationReDOrtC2175 9.Ddf 78.6 psf @ clip spacing of 8" o.c with felt. Uplift load of 93.5 Created by Independent Third Party: Yes psf @ clip spacing of 12" o.c. with self -adhering membrane. Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. 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