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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFs'- Ik BCIS Home Log In User Registration j Hot Topics Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links j Search �r7oa •�. ;::) Product Approval Public User 9dopr a t:+wzte� Product Approval Menu > Product or Application Search > Agolicati Mlig > Application Deta� eoLt G 2 j�r FL # FL20484-RI r n Application Type Revision Code Version 2017 ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANCE Application Status Approved REVIEW BY DATE r Comments PLANS AND PERMIT MUST 6E Kot ON JOB Archived Ems{ SITE OR NO INSPECTION(S) WILL BE MADE Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email 701 S. KING ST. FAYETI-EVILLE, NC 28301 (910)483-0479 Ext256 jstieby@unioncorrugating.com Authorized Signature John Stieby jstieby@unioncorrugating.com Technical Representative Address/Phone/Email Quality Assurance Representative THESE PLANS AND ALL PROPOSED WORK Address/Phone/Email ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO Category Roofing COMPLY WITH ALL APPLICABLE CODES. 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 Bala Sockalingam the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/07/2027 Validated By Yoosef Lavi, P.E. I 5D' Validation Checklist - Hardcopy Received Certificate of Independence FL20484 R1 COI CertificateIndependence.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 CONCE ET FASTENERS OR AiiACHMF�ITS FILE COPY ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD V Product Approval Method Method I Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Q.—m— of D—,i."+. 08/23/2017 08/28/2017 09/01/2017 12/12/2017 FL # Model, Number or Name Description H All 'M ' in,261-oa'-,-24" wide through fastened panel over 15/32" thick plywood limits of Use Installation Instructions Approved for'usd in HVHZ: diNo-i i' FL20484 RI 11 EvaluationReportC2175 1,i)df Approved for use outsidejHVHZ:. Yes ' Verified By: Bala Sockalingam, P.E. 62240 Impact ' Resistant. N/A I Created by Independent Third Party: Yes Design Pressure- +N/A/-169' f.. Evaluation Reports Other: 'Ulpift46ad_of. 71.'6vsk0ask'ener spacing of 24" o.c. & FL20484 R1 AE EvaluationReportC2175 1.pdf 169'0*psf @ fa§ten& spacing of-6"16.c. 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 I Installation Instructions Approved for use ... 11.111Z: No FL20484 R1 11 EvaluationR-eiportC2175 2.pd Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam P.E. 62240 Impact Resistant: N/A I Created by Independent Third Party: Yes Design Pressure: +N/A/- 116 Evaluation Reports Other: Maximum uplift loa d of 116.0 psf @ seam fastener FL20484 R1 AE Evaluation Rer)ortC2175 2,od 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. Ximits,of40l;e. Installation Instructions -.-4pprpy.qcl'for'use'-in,.KV.14Z:IN'9„ "r _i FL20484 RI 11 EvaluationReportC2175 3.r)d cAp e-o.utsqde�ll"?!:Yes Verified By: Bala Sockalingam P.E. 62240 - 'pFqVe#,fq,r,us ,Impact, Resistant: Created by Independent Third Party: Yes Evaluation Reports I-Othiii. Uplift load of 22.5 psf at fastener spacing of 18.5" o.c. FL20484 R1 AE EvaluationReportC2175 3.Dd and 86.0 psf at fastener s acing 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 stlructural sealant in 15/32" plywood. 1 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 EvaluationlkenortC2175 4.r)d Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam P.E. 62240 Impact Resistant: N/A I 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 P1 AE EvaluationReportC2175 lod 78.5 psf at clip spacing of 6'I 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 Ma'sterRib 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 RI 11 EvaluationReportC2175 5.r)df Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam, P.E. 62240 Impact Resistant: N/A I 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 RI AE EvaluationRer)ortC2175 5.r)d 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 EvaluationReportC2175 6.pd Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam, P.E. 62240 Impact Resistant: N/A I Created by Independent Third Party: Yes Design Pressure: +N/A/-88.!' ,, Evaluation Reports Other: Uplift load of 56 psf for Fastening System 1. Uplift load FL20484 111 AE EvaluationReoortC2175 6.Odf of 88.5 psf for Fastening System 2. Created by Independent Third Parry: 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 RI II EvaluationReoortC2175 7.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/-124 Evaluation Reports Other: Maximum uplift load of 124 psf @ clip spacing of 6" FL20484 R1 AE EvaluationReoortC2175 7.Ddf o.c. with 180 seam, self -adhering membrane and taxed 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 RI II EvaluationReoortC2175 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 R1 AE EvaluationReoortC2175 8.Ddf and 161.5 psf at fastener spacing of 6" o.c. I Created by Independent Third Party: Yes 20484.9 I SL175 (pMax anel 8" wide,over min 2 ck ., sn Block standing seam metal 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 EvaluationReoortC2175 9.odf 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 mI�mbrane. Contact Us :: 2601 e The State of Florida is an AA/EEO employer. Coovrioht 21 Phone: 850-487-1824 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 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 Ihich 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: e.hcsk M Credit• securitymFTRICS- '" A i EVALUATION REPORT OF UNION CORRUGATING COMPANY `26 GA. 5V PANEL' BUILDING CODE 6TH EDITION (2017) ORIDA PRODUCT APPROVAL ROOFING METAL ROOFING Prepared For: Union Corrugating:Company 701 S. King St. Fayetteville, NC 28301 Telephone: (910) 483-0479 Fax: (910) 483-1091 Prepared By: Bala Sockalingam, Ph D.? P.E. dda Professional Engineer #62240 1216_N Lansing Ave,, Suite,C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX: (866) 366-1543 This report consists of ion Report (3 Page& including cover) Installation Details (1 Page) Load .Span Table (1 Page) Report.No. C21754 Date: 8.23.2017 Gp .��,U N Gq �®°cos ad ..... ,. 4f ve ��•'!N�S E Y •,G` .,�.� 622 •;gym. O s• Im : Q Z FLO P d Manufacturer: Product Name: Panel Description: Materials: Union Corrugating 5V Panel 24" wide coverage Minimum 26 ga.; or Galvalume coy A755). FL 20484.1-R1 C2175-1 8.23.2017 Page 2 of 3 (5) 1/2" high ribs ksi -steel. Galvanized coated steel (ASTM A653) l steel (ASTM A792) or painted steel (ASTM Deck Description: Min. 15/32" thick APA rated plywood or min. 3/a" thick wood plank (min SG of 0.42) for new and existing constructions. Designed by others and installed as per FBC 2017. New Underlayment: Minimum underla} ment as per FBC 2017 Section 1507.4.5.1. Required for new c instruction. Existing Underlayment: One layer of asphalt shingles over one layer of #30 felt. For reroofing (Optional) construction only. Slope: Design Uplift Pressure (Factor of Safety = 2) Panel Attachment: At interior At panel ends Test Standards: Test Equivalency: Code Compliance: Product Limitations 1/2:12 or greater in 4ccordance with FBC 2017 Section 1507.4.2 71.0 psf @ fastener Ispacing of 24" o.c. 169.0 psf @ fastene spacing of 6" o.c. #10-15 x 2" long wood screw with washer @ max 12" O.C. across panel width through panel rib @ max 6" o.c. across panel width through panel flat and rib Roof assembly tested in accordance with UL580-06 `Uplift Resistance of Roof Assembliel & UL1897-04 `Uplift Tests for Roof Covering Systems'. The test procedures in UL 1897-04 comply with test procedures prescribed in UL 1897-12. The product described herein has demonstrated compliance with FBC 2017 Section 1507.14. Design wind loads Ishall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. The design pressure for reduced fastener spacing may be computed using rational analysis prepared by a Florida Professional Engineer or based on Union load span table. This evaluation report is FL 20484.1-R1 , - C2175-1 8.23.2017 Page 3 of 3 not applicable in High Velocity Hurricane Zone. Refer to current NOA for use of this product in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2017 Section 1505 and current approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: U> 580 & UL1897 Test Reports Farabaugh Engineering and Testing Inc. Project No. T197-16, Reporting Date 5/12/16 w PANEL OVERLAP NEW UNDERLAYMENT PANEL FASTENER ROOF PANEL SEE DETAIL 2 SEE DETAIL 1 SPACING PER ALLOWABLE r -,,,,,,-SEE � UPLIFT LOAD TABLE n u EXISTING UNDERLAYMENT EXISTING SHINGLES DECK ATTACHMENT AND (OPTIONAL) (OPTIONAL) SUPPORTS MUST BE DESIGNED AND INSTALLED BY OTHERS MIN. 2X_ WOOD RAFTER/JOIST/ TRUSS AT MAX. 24' O.C. #10-15 X 2' LONG WOOD SCREW WITH WASHER NEW UNDERLAYMENT 1 fi EXISTING UNDERLAYMENT (OPTIONAL) DETAIL 1 SCREWS 2' LONG WOOD SCREW WITH WASHER NEW UNDERLAYMENT 1 41. EXISTING UNDERLAYMENT v (OPTIONAL) DETAIL 2 26 GA. PANEL �- EXISTING SHINGLES (OPTIONAL) PLYWOOD 15/32" THICK (MIN.) IIN 26 GA. PANEL EXISTING SHINGLES (OPTIONAL) PLYWOOD 15/32" THICK (MIN.) PLYWOOD 15/32" THICK (MIN.) d § a GENERAL NOTES: 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE a � z FLORIDA BUILDING CODE (FBC). :Z� 2. ROOF PANELS SHALL BE MINIMUM 26 GA. EFFECTIVE COVERING WIDTH OF o o PANEL = 24. 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOAD TABLE. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE. THE CODE SHALL CONTROL 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. i UNION CORRUGATING CO1VII, _ _JY 5V Panel Uplift Loads (Min 26 ga.) II Description Fastener Spacing Allowable Uplift along Panel Length Load (in) (pso Coverage width: 24" 6 169.0 8 158.1 Panel Fasteners #10-15 hex head screws with 10 147.2 _ 12 _ 136.3 sealed washer 14 121.7 16 106.5 Panel fasteners spaced at 12" 18 94.7 O.C. across panel width, 20 85.2 through ribs. - _-- -- _ 77.5 _--- 22 24 71.0 Notes: 1. The bold numbers indicate design loads calculated from test data with safety factor of 2. 2. Panels must be installed as per Evaluation Report FL 20484.1 and Union current installation procedure. I 1216.N Lansing Ave:;. Suite C Tulsa, Ok 74106 918 492 5992 ��eeeetabaiacr�� oos� G�p,l..l N Ca,q ��io m' N°`ros ;w= ;w p b A, sp`o�O • • F L O �••.� o a :cStO z@a�. ..2.3 Bala Sockalingam, Ph.D., P.E. FL 62240