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Home My WebLink AboutPRODUCT APPROVAL - METAL ROOFINGBuilding Code Online Page 1 of 3 60W or i� 'Pr0 0 '•g o BCIS Home Log In I User Registration I Hot Topics I Submit Surcharge Stats & Facts Publi tions ,j Contact Us BCIS Site Map Links Search e Product Approva�� PUSER: Public User LE Cr Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email CONCEALED FASTENERS OR AI ACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By FL20484-RI Revision 2017 Approved UNION CORRUGATING COMPANY 701 S. KING ST. FAYETTEVILLE, NC 28301 (910) 483-0479 Ext 256 jstieby@unioncorrugating.com John Stieby jstieby@unioncorrugating.com RECEIVED SEP 072018 ST. Lucie County, Permitting SCANNED By St Lucie County TLI WORK -CORRECTIONS PRSrlN A C OA ARY IN ORDER TO Roofing �11 I1 � LLAPP (CABLE ODES. Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Bala Sockalingam PE-62240 Keystone Certifications, Inc. 09/07/2027 Yoosef Lavi, P.E. R Validation Checklist - Hardcopy Received Certificate of Independence FL20484 RI COI CertificateIndeoendence.odf Referenced Standard and Year (of Standard) Standard Year FM 4470 2012 TAS 125 2003 UL 1897 2012 UL 580 Q y� ri•� 2006 Equivalence of Product Standards �L.�"A.A Certified By ST. LUCIE COUNTY BUILDING D SSIG N Sections from the Code REVIEWED FOR CQMPLIANCE„/��yA7 PLANS AND PEA2MV MUST BE K T JOB SITE OR NO INSPECTION(S) V LL DE MADE >://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJg... 9/3/2018 Building Code Online r� i Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 08/23/2017 Date Validated 08/28/2017 Date Pending FBC Approval 09/01/2017 Date Approved 12/12/2017 FL # Model, Number or Name 20484.1 5V Limits of Use Approved 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. Description Min 26 ga., 24" wide through fastened panel over 15/32" thick plywood Installation Instructions FL20484 R1 II EvaluationReportC2175 I.Pdf Verified By: Bala Sockalingam, P.E. 62240 Created by Independent Third Party: Yes Evaluation Reports FL20484 R1 AE EvaluationReportC2175 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 Evaluation Rei)ortC2 175 2.1)df 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 Eva IuationRepo rtC2175 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 Eva luationReportC2175 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" FL20484 RI AE EvaluationReoortC2175 3.pdf o.c. 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 EvaluationReportC2175 4.1)df 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 Other: Uplift load of 45.0 psf at clip spacing of 24" o.c. and Evaluation Reports FL20484 RI 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 Min 29 ga., 36" wide through fastened panel over 15/32" thick plywood or 7/16" thick OSB Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 R1 II Eva luationReportC2175 5.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: Uplift load of 56.0 psf @ fastener spacing of 24" o.c. FL20484 R1 AE EvaluationReportC2175 5.1)df & 124.0 psf @ fastener spacing of 6" o.c. Created by Independent Third Party: Yes 20484.E i MasterRib Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-88.5 Other: Uplift load of 56 psf for Fastening System 1. Uplift load of 88.5 psf for Fastening System 2. Min 29 ga., 36" wide through fastened panel over 15/32" thick plywood Installation Instructions FL20484 RI II EvaluationReportC2175 6.pdf Verified By: Bala Sockalingam, P.E. 62240 Created by Independent Third Party: Yes Evaluation Reports FL20484 RI AE EvaluationReportC2175 6.odf Created by Independent Third Party: Yes s://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJg... 9/3/2018 Building Code Online _ Page 3 of 3 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 RI II EvaluatiollReoortC2175 7.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: Maximum uplift load of 124 psf @ clip spacing of 6" FL20484 RS AE EvaluationReportC2175.7.pdf o.c. with 180 seam, self -adhering membrane and fixed clip. Created by Independent Third Party: Yes 20484.8 PBR or 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 Eva luationReportC2175 8.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/-161.5 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 48" o.c. FL20484 R1 AE EvaluationReDOrtC2175 8.pdf and 161.5 psf at fastener spacing of 6" D.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 EvaluationReDOrtC2175 9.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/-93.5 Evaluation Reports Other: Uplift load of 39.8 psf @ clip spacing of 36" o.c. and FL20484 R1 AE Evaluation ReoortC2175 9.pdf 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. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund 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 offlce 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 click here . Product Approval Accepts: ® ® ® eChtc4: Credit Card Safe '/www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJg... 9/3/2018