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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFINGr V. av s �., .rfd a v�mc t ��J"" ��(7s f�bC�' �' sf �,, ✓ i fN ,gY pig prBy 8t Lucie COWIV F7 h BCIS Home Log In User Registration ;Hot Topics Submit Surcharge Stats & Facts 1 Publications ` FBC Staff BCIS Site Map Links j Search !' axs fat ne�1 Product Approval R: Publi �e USEc User Product Approval Menu > Product or Apolication Search > A_oolication List > Application Detail ((�� FL # FL20484-114`� Application Type Revision JJJ!!! Code Version 2017 ST. LUCIE COUNTY BUILDING DI SION Application Status Approv&EVIEWED FOR COMPLIANCE REVIEWE B DATE "' Comments PLANS A D PERMIT MUST BE KEPT JOB Archived 1;:-1 SITE OR, N0 INSPECTIQN(S) WILL BE MADE Product Manufacturer Address/Phone/Email FILE COPY Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method CONCEALED FAST EVERS OR AI I ACiHIllIEN T S ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence UNION CORRUGATING COMPANY 701 S. KING ST. FAYETTEVILLE, NC 28301 (910) 483-0479 Ext256 jstieby@unioncorrugating.com John Stieby jstleby@unioncorrugating.com THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Roofing 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. i) Validation Checklist - Hardcopy Received FL20484 RS COI CertificateIndependence. Ddf Referenced Standard and Year (of Standard) Standard FM 4470 TAS 125 UL 1897 UL 580 Equivalence of Product Standards Certified By Sections from the Code Year 2012 2003 2012 2006 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 2017 summa f Products L # Model, Number or Name Descri tion 20484.1 5V Min ga., 24" wide through fastened panel over 15/32" thick PI y ood 11 Limits ofiUse i ,' : ; :'..F `, Installation Instructions FL20484 R1 II EvaluationReoortC2175 1.Ddf Approved formse in HVHZ:,No ,' i 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/-169 Other: Uplift load `of 71.0 astener'spacing of 24" o.c. & Evaluation Reports FL20484 R1 AE EvaluatlonReoortC2175 i.odf •169:0 psf @ fasten cingiof 6", o:c. Created by Independent Third Parry: 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 Approved for use outside HVHZ: Yes FL20484 RS II Evaluation Reonrtc21 7 2.odf Verified By: Bala Sockalingam P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-116 Other: Maximum uplift load of 116.0 psf @ seam fastener Evaluation Reports FL20484 RI AE Eva lUationReDortC2175 2.Ddf 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 FL20484 RI II EvaluationReoortC2175 3.Ddf Approved for use'in,HVHZ:,-No Approved'for`use outside=HVHZ'6 Yest " Verified By: Bala Sockalingam P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-93.5 Other: Uplift load of 22.5 psf at fastener spacing of 18.5" o.c. Evaluation Reports FL20484 R1 AE EvaluationReoortC2175 3 Ddf 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 R3 II EvaluationReDortC2175 4.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/-86 Other: Uplift load of 45.0 psf at clip spacing of 24" o.c. and Evaluation Reports FL20484 Rl AE Evaluation ReDortC2175 4.Ddf 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 Rl II EvaluationReoortC2175 5.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: Uplift load of 56.0 psf @ fastener spacing of 24" o.c. & FL20464 R1 AE Evaluation ReoortC2175 5.Ddf 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 113 II EvaluationReoortC2175 6.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/-88.5 ( Evaluation Reports Other: Uplift load of 56 psf for Fastening System 1. Uplift load FL20484 R1 AE EvaluationReDortC2175 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 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 Eva luationReportC2175 7.Ddf . 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 RI 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 R3 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 EvaluationReDOrtC2175 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 RS AE EvaluationReoortC2175 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. 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 mall to this entity. Instead, contact the office by phone or by traditional mall. 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 here . Product Approval Accepts: Credit• Safe security INI ETRICS EVALUATION REPORT OF UNION CORRUGATING COMPANY "26 GA. 5V PANEL' FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 20484.1-R1 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. Florida Professional Engineer #62240 1216 N Lansing.Ave.; Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX: (866) 366-1543 This report consists of Evaluation Report (3 Pages including cover) Installation Details (1 Page) Load Span Table.(1 Page) Repo-allo, C2175-1 Date: 8.212017 i I I I 1 FL 20484.1-R1 C2175-1 8.23.2017 li Page 2 of 3 Manufacturer: Union Corrugating Company g g p Y i, Product Name: 5V Panel i Panel Description: 24" wide coverage with (5) 1/2" high ribs li �! Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). I I li 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 II others and installed as per FBC 2017. New Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1. Required for new construction. Existing Underlayment: One layer of asphalt shingles over one layer of #30 felt. For reroofing (Optional) construction only. Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2 Design Uplift Pressure: 71.0 psf @ fastener spacing of 24" o.c. (Factor of Safety = 2) 169.0 psf @ fastener spacing of 6" o.c. I! Panel Attachment: #10-15 x 2" long wood screw with washer At interior @ max 12" o.c. across panel width through panel rib At panel ends @ max 6" o.c. across panel width through panel flat and rib Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance I! of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering Systems'. Test Equivalency: The test procedures in UL 1897-04 comply with test procedures prescribed in UL 1897-12. Code Compliance: The product described herein has demonstrated compliance with FBC 2017 Section 1507.4. Product Limitations: Design wind loads shall be determined for each project in accordance i 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 -nay be computed using rational analysis prepared by a Florida Professional Engineer or based on Union load span table. This evaluation report is I I i 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: UL580 & UL1897 Test Reports Farabaugh Engineering and Testing Inc. Project No. T197-16, Reporting Date 5/12/16 II PANEL OVERLAP NEW UNDERLAYMENT PANEL FASTENER ROOF PANEL ii SEE DETAIL 2 SEE DETAIL 1 SPACING PER ALLOWABLE UPLIFT LOAD TABLE 7MIN. IXISfING UNDERLAYMENf"77 EXISTING SHINGLES DECK ATTACHMENT AND (OPTIONAL) (OPTIONAL) SUPPORTS MUST BE DESIGNED AND INSTALLED BY OTHERS 2X_ WOOD RAFTER/JOIST/ TRUSS AT MAX. 24 O.C. TYPICAL PANEL INSTALLATION X-SECTION it #10-15 X 2' LONG WOOD SCREW WITH WASHER fl NEW UNDERLAYMENT II I� EXISTING UNDERLAYMENT (OPTION&)I i DETAIL 1 SCREWSWITFi WASHER X 2- LONG WOOD I NEW UNDI IERLAYMENT �I EXISTING UNDERLAYMENT (OPTIONAL) DETAIL 2 I 26 GA PANEL EXISTING SHINGLES (OPTIONAL) PLYWOOD 15/32' THICK (MIN.) 26 GA PANEL EXISTING SHINGLES (OPTIONAL) PLYWOOD 15/32' THICK. (MIN.) PLYWOOD 15/32' THICK (MIN.) Z -Lm z nY d pp a GENERAL NOTES: qq 1.. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE g5 FLORIDA BUILDING CODE (FBC). b' e 2. ROOF PANELS SHALL BE MINIMUM 26 GA EFFECTNE COVERING WIDTH OF�n „ - 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. UNION CORRUGATING COMPANY 5V Panel Uplift Loads (Min 26 ga.) Description Fastener Spacing Allowable Uplift along Panel Length Load (in) (pso Coverage width: 24" 6 169.0 8 158.1 147.2 _ Panel Fasteners #10-15 hex head screws with _10 _ 12 _ 136.3 sealed washer 121.7 14 1 __ .-........--- -- — Panel fasteners spaced at 12" .... -- _- 18 - - ... _ _ 94.7 o.c. across panel width 20 ------------- 85.2 through ribs. - ---.-....--.-.......-- ------...—.....-...__._ ._- ..... - ..... --- 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. ♦o®.attta�roetia G�pLIN' Pi p sy° C� E N S E '' ••,• ��ir a7 : lJp .. W= Lt1 s S Q ' �? a �• O 1216 N Lansing Ave., Suite C S1. Tulsa, Ok.74106 918,492 5,992 Bala Sockalingam,'Ph.D., P.E. FL 62240