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HomeMy WebLinkAboutPRODUCT APPROVAL - METAL ROOFINGfit.. . a ; g Oft BCIS Home Log In ; User Registration ' Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search ' r Product Approval FILE COPY V- USER: Public User 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 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 Certificate of Independence FL20484-RI Revision 2017 Approved C.1 RECEIVED Nov 1, 9 2018 Permitting Depa�menf St. Wcle Count - CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD SCANNED BY St Lucie County UNION CORRUGATING COMPANY 701 S. KING ST. FAYETTEVILLE, NC 28301 (910)483-0479 Ext256 jstieby@unioncorrugating.com John Stieby Q c� jstieby@u���-ulin� l� — ©3 70 y `Ili ST. LUCIE COUNTY BUILDING DIV N REVIEWED FOR COMPLIANCE REVIE DATE PLANS AND PERMIT MUST BE KEPT JOB SITE OR NO INSPECTION(S) WILL MADE Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Bala Sockalingam PE-62240 Keystone Certifications, Inc. 09/07/2027 Yoosef Lavi, P.E. FIJ Validation Checklist - Hardcopy Received FL20484 RI COI CertificateIndeDendence.odf 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 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. 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 12/12/2017 " Summary of Products FL # Model, Number or Name Description 20484.1 5V Min 26 ga., 24" wide through fastened panel over 15/32" thick :r.'i•6 ' a ., s::'j,i:' ° plywood Limits.of Use-- '+ Installation Instructions Approved for -Use in-HVHZ: No FL20484 RI II EvafuationReportC2175 I.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/-169 Evaluation Reports Other: Uplift: load of 71.0 psf @ fastener spacing of 24" o.c. & FL20484 Rl AE EValuationReportC2175 1.odf 169.0 psf @ fastener spacing of 6" o.c. Created by Independent Third Party: Yes i 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 RI II EvaluationReportC2175 2.odf Verified By: Bala Sockalingam P.E. 62240 Approved for use outside HVHZ: Yes 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 EvaluationReoortC2175 2.pdf Created by Independent Third Party: Yes spacing of 4-5/8" o.c. along seam into min. 15/32" thick APA rated plywood with retainer strap. . i20484.3 ;i! i i; •. + '. s i Aluminum,Advantage-Lok II Max 16.375" wide, nom 0.032" thick (min.) aluminum ,;, r - ,- concealed fastener roof panel over min 15/32" thick plywood deck or 7/16" thick OSB. Limits of Use , r, ,,; ; Approved for use in HVHZ: No. `,, ; ,, Approved.fortuse outMde.HVHZe Yes',.' Impact Resistani:"N/A Installation Instructions FL20484 R1 II EyaluationReportC2175 3.pdf Verified By: Bala Sockalingam P.E. 62240 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 Rl AE EvaluationReportC2175 3.1)df Created by Independent Third Party: Yes and 86.0 psf at fastener spacing of 4.63" o.c. in 15/32" 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. i 20484.4 Aluminum SLI50 Max 16" wide, nom 0.032" thick (min.) aluminum snap -lock standing seam metal panel over min 15/32" thick plywoi d deck or 7/16" thick OSB Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 R1 II Eva luationReoortC2175 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 RS AE EvaluationReoortC2175 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 EvaluationReportC2175 5.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 RI AE EvaluationReportC2175 5.pdf 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' S ' ' - FL20484 R1 II EvaluationReportC2175 6.pdf Approved for use outside HVHZ: Yes' ?-Verified By: Bala Sockalingam, P.E. 62240 Impact Resistant: N/A ` '• • ti'" t Created by Independent Third Party: Yes Design Pressure: +N/F;' A-i 5 Evaluation Repat-- 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 i ML150 I Max 16.5" wide, min 24 ga. steel standing seam Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-124 Other: Maximum uplift load of 124 psf @ clip spacing of 6" o.c. with 180 seam, self -adhering membrane and fixed clip. panel over 15/32" thick plywood Installation Instructions FL20484 R3 II EvaluationReoortC2175 7.Ddf Verified By: Bala Sockalingam, P.E. 62240 Created by Independent Third Party: Yes Evaluation Reports FL20484 R1 AE EvaluationReportC2175 7.Ddf 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 EvaluationReportC2175 8.iidf 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 EvaluationReoortC2175 8.Ddf 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 Eva IUationReDortC2175 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.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 Naxt 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 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 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: Fc—e2l�' Credit Card - ' EVALUATION REPORT OF UNION .CORRUGATING COMPANY '26 GA. 5V PANEL' FLORIDA, BUILDING CODE 6TH EDITION (2017) FLORIDA, PRODUCT APPROVAL FL. 20484. .1=Rl- ROOFING METAL ROOFING' P.reparedFor). Union Corrugating:Company , 70.1 & Kling'st. Fayetteviile;NC 29301.' Telephone: (010),,493-A470 Fax:,, (910),483-1091— Prepared By.: 'Bala Sockalingam, e"PhD ell -, Flor'ida,'Pr6feWonal, Efigmie, e'r`#62140' Lansing Ave., `Suite A! ,` Tulsa, 1,06 QK ' ' ;74 , Teleph6ne.-.,(918)"492-,5 22 VAX_- (866),366-1541 This report consists of Evaluatiou,Report'(31'ages including,cbver) Installation Details. (I Page), Load Span Table'O'Page) ,- Report No. C2115"1 Date: 8J:11611 FL 20484.1-R1 C2175-1 8.23.2017 Page 2 of 3 Manufacturer: • Union Corrugating Company Product Name: 5V Panel ' Panel Description: 24" wide coverage with (5) 1/2" high ribs Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). 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. I 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. i 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. 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 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 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/ JL790 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 I PANEL OVER NEW UNDERLAYMENT ROOF PANEL A I,PANEL SEE DETAIL 2 SEE DETAIL 1 �� FASTENER SPACING PER ALLOWABLE UPLIFT LOAD TABLE I n J J EXISTING UNDERLAYMENT EXISTING SHINGLES y DECK ATTACHMENT AND PLYWOOD � y (OPTIONAL) (OPTIONAL) SUPPORTS MUST BE 15/32' THICK (MIN.) DESIGNED AND INSTALLED BY OTHERS TRUSS AT MAX. 24' O.C. I #10-15 X 2' LONG WOOD SCREW WITH WASHER NEW UNDERLAYMENT EXISTING UNDERLAYMENT J V (OPTIONAL) DETAIL 1 A10-15 X 2" LONG WOOD SCREW WITH WASHER NEW UNDERLAYMENT EXISTING UNDERLAYMENT J V (OPTIONAL) DETAIL 2 TYPICAL PANEL INSTALLATION X-SECTION U �Nm z QNUN Z z ¢ Y m MIN 26 GA. PANEL 8 vino om EXISTING SHINGLES Y (OPTIONAL) W d PLYWOOD � o A 15/32' THICK (MIN.) i �8e �d lqv GENERAL NOTES: 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE BSE FLORIDA BUILDING CODE (FBC). ROOF PANELS WIDTH 2. SHALL BE MINIMUM 26 GA. EFFECTIVE COVERING OFF PANEL = 24'. X_ 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS MIN 26 GA. PANEL SPECIFIED ON THIS DRAWING. I- 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 EXISTING SHINGLES REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. (OPTIONAL) 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. �--- PLYWOOD 15/32' THICK (MIN.) C2175-1 �rcr xa. 1 � 1 IINION CORRUGATING COMP 5V Panel'Uplift Loads (Min 26 ga.) Description Coverage width:,24" Panel Fasteners #10- 15 hex head screws With sealed washer Panel fa:st.endrs spaced at"1211 o.c... across panel width :through ribs. Fastener Spacing along Panel Length (in) 10 1,2 .14 18;- 20 22" 24' Allowable Uplift .Load (psf) 169.0 158.1 147.2 136.3 .121.7 .106.5 94.7 85.2 77.5 Notes: 1. 'The bold numbers indicate design loads calculated from test data with safety factor'of 2. 2. Panels must,be installed -as per Fvaluation Repbrfft 20484.1 and Union current installation procedure. 1216 N.Lansing Ave:,.Suite C Tulsa, M74106 918 492 5,992 % I % Cr 0 LU 0 07- L Sil Taal Bala Sockaling4M, j?h.D., P.E. YL 62240