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Home My WebLink AboutPRODUCT APPROVAL ROOF DECK1/9/201e3 Florida Building Code Online 41 -usiness aFrofes slona Regulahan BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links i Search ::7 rs a•Ii, "I fQProduct Approval f� USCR; Publ(c Usertei r / SCANNED 1 �ra-u 5PR,-r odL-Mk!_ > a,:1> .fiyj2 h2a&jgr i.;at > Application Detail BY FL # FL9555-R4 St. Lucie County Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email 701 S. KING ST. FAYETTEVILLE, NC 28301 (910) 483-04.79 Ext 256 jstieby@unioncorrugating.com Authorized Signature John Stieby jstieby@unioncorrugating.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Roof Deck 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 Scckalingam 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. ' Validation Checklist - Hardcopy Received Certificate of Independence _ Referenced Standard and Year (of Standard) Standard Year ASTM E1592 2005 FM 4470 2012 Equivalence of Product Standards Certified By Sections from the Code iy K oridabuilding.org/pr/prapP_dtl.as r•?aram=wGEV)'I\QvAD tvOROQI(ZA5RE8E0 ziUd17ntuFlu2jC5s°/°3d 1/3 1/9/2016 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 08/23/2017 08/28/2017 09/09/2017 12/12/2017 FL # (Model, Number or Name Description 9555.1 5V Panel 29 ga,, 24" wide, through fastened panel over wood supports (Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside h9Vl-IZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-70.25 revaluation Reports Other: Uplift load of 70.25 psf @ support spacing of 24" o.c, Created by Independent Third Party: Yes 9555.2 MasterRib Panel 26 ga., 36" wide, through fastened panel over steel supports Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside I•IVHZ: Yes i:$:U 34 <A..,s>>_vU. Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-47.2 Evaluation Reports Other: Uplift load of 47.2 psf @ support spacing of 60" o.c. ; :;v i':;iw.. t •+._<j :..:;:.1.t;1;,,;.,=t.;_ c;-,,. . ;.::,' Created by Independent Third Party: Yes 9555.3 MasterRib Panel 29 ga., 36" wide, through fastened panel over steel supports Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside FIVIIZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +27.1/-37.7 Evaluation Reports Other: Design load of 27.1 & -37.7 psf at support spacing of 48" o.c. i_`_ Created by Independent Third Party: Yes 9555.4 MasterRib Panel 29 ga., 36" wide, through fastened panel over wood supports Limits of Use Installation Instructions Approved for use in HVHZ: NO Approved for use outside HVHZ: Yes a r._ f% git:: ,,,:;k,a Verified By: Bala Sockalingam PE 62240 Impact; Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +27.1/-36.2 Evaluation Reports Other: Design load of 27.1 & -36.2 psf at support spacing 9 PPort acin of s 48" o.c. t'a:a< �:t ?_ � j+�:.><_x:ti��i3Y�•. ;Syti;xt4 .. ... �:: Created by Independent Third Party: Yes 9555.5 MasterRib Panel 29 ga., 36" wide, through fastened panel over nom. 1" x 4" wood supports Limits of Use Installation Instructions Approved for use in MVI-02: No Approved for use outside HVHZ: Yes w�.w''..Y.».._ Verified By: Bala SOcl<alingam PE 62240 Impact Resistant: N/A Design Pressure: +N/A/-138.9 Created by Independent Third Party: Yes Evaluation Reports Other: Uplift load of 138.9 psf @ support spacing of 24" o.c. :;�_; ,'i '• ::_•°• .=:', 4{!?r?S;S i2 :`sdii d: ,',•.rS + Created by Independent Third Party: Yes 9555.6 PBR Panel Min. 26 ga., 36" wide, through fastened roof panel over open steel supports Limits of Use Approved for use in IaVHZ: No Approved for use outside HVHZ: Yes Installation Instructions Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Design Pressure: +96/-163 Other: Design loads of 96 & -163 psf at support 9 P PPortspacing o 20" o.c. Created by Independent Third Party: Yes Evaluation Reports :•�,:.?.:-.._�s;5..�_�:...>�z��-7::��:�:::;i�w.,�:�...::;;:.:....... Created by Independent Third Party: Yes 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 Id ing.org/prlpr_app_dti.aspx?param=wGEV^'QwtDgtvOROQI(ZA5RE8 EOgziUdi7ntu FI u2j C5sg/g 3d 2/3 i 1/9/20?8 Florida Building Code Online 3 mail to this entity. Instead, contact the office Ly 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: Ed 1211 Credit Card Safe floridabuilding.org/prlpr_app_dti.asp; ?param=wGEV>(QwtDgtvOROQI<ZA5RE8EOgziUdl7ntuFlu2jC5s%3d 3/3 8CA- NNED BY Sp. Lucre C®ungy EVALUATION REPORT OF UNION CORRUGATING COMPANY �29 GA. 5V PANEL' OVER WOOD SUPPORTS FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA .PRODUCT APPROVAL FL 9555.1-R4 STRUCTURAL COMPONENTS ROOF DECK Preparers For: Union Corrugating Company P. O. Box 229 Fayetteville, NC 28302 Telephone: (910) 483-0479 Fax: (910) 483-8897 Prepared By� Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer ft62240 1.216 N Lansing Ave., Site C Tulsa, OIL 74106 Telephone: (918) 492-5992 FAX: (866) 366-1543 This report consists of Evaluation Report (3 Pages including corer) Installation Details (I Page) Report No, C2172-.1 Date: 8.20.20.17 FL 9555.1-R4 C2172-1 8.20.2017 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 29 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Support Description: Nom. 1" x 4" (min) lumber (Southern Yellow Pine Untreated) (Must be designed by others) Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2 Design Uplift Pressure: 70.25 psf @ fastener spacing of 24" o.c. (Factor of Safety = 2) (3 or more spans) Panel Attachment: #9-15 or #10-14 x 1-1/2" long wood screws with washer At panel ends @ 12" o.c. across panel width At intermediate @ 12" o.c. across panel width Test Standards: Roof assembly tested in accordance with ASTM E1592-01 `Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference' and FM 4470 Section 5.5 `Resistance to Foot Traffic'. Test Equivalency: The test procedure- in ASTM E 1592-01 comply with test procedure prescribed in ASTM E1592-05(2012). The test procedure in FM 4470 (1992) comply with test procedure prescribed in FM 4470 (2012). 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 support spacing listed herein shall not be exceeded. The design uplift pressure for reduced support spacing may be computed using rational analysis prepared by a Florida Professional Engineer. This product is not approved for use in the High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2017 Section 1505 and current approved roofmg materials directory for fire ratings of this product. Supporting Documents: ASTM E1592 Test Report Farabaugh Engineering and Testing Inc Project No. T246-06, Revised Reporting Date 11/7/06 FM 4470 Test Report ENCON Technology Inc C1583-3, Reporting Date 7/24/08 FL 9555.1-R4 C2172-1 8.20.2017 Page 3 of 3 J 12' PANEL FASTENER #9-15 OR #10-14 X 1.5" LONG WOOD SCREWS @ MAX 12" O.C. FASTENER PATTERN SUPPORT SPACING = 24' O.C. ALLOWABLE UPLIFT PRESSURE = 70.25 PSF 24' 5V Panel Profile Minimum 29 Gouge. Minimum Yield - 80 KSI NOM. 1 " X 4" (MIN) SYP UNTREATED ri (DESIGN BY OTHERS) �i m 1/2'T 0 . f sh.t No. UNION CORRUGATING COMPANY MasterRib Roof Panel 36" wide, 26 ga. (min) Steel Panel over Steel Supports Span Condition Loading Type Allowable Load (psf) Support Spacing (ft) 1.50 1 1.75 2.00 2.50 3.00 3.50 4.00. 4.50 5.00 Two Span Uplift 138.3 118.5 103.7 83.0 69.2 59.3 51.9 46.1 37.7 I,I Three Span Uplift 157.2 134.7 1.17.9 94.3 78.6 67.4 58.9 52.4 47.2 (Four or More Spans Uplift 151.3 129.6 113.4 90.8 75.6 64.8 56.7 50.4 44. ] otes: Allowable load for each condition is the smallest load calculated based on fastener capacity, panel strength and and deflection iirnit of L/180. Allowable loads are calculated for minimum 26 ga. panel. The wind load is taken as 0.7 times the "component and cladding" loads for the purpose of determining deflection limit. The panel allowable properties are determined from full scale ASTM E1592 tests at 5' 0" span The panel fasteners are #12-14 x 1" long self drilling screws with washers. Fastener spacing across panel width is 9.0" o.c. in the interior supports and 3.5"-5.5"-3.5" o.c. at panel ends. Sidelap fasteners are 1/4"-14 x 7/8" long self drilling screws with washer at 30" o.c. Steel supports are minimum 16 ga. All supports must be designed to resist all loads imposed on the panel. The panels may span from eave to ridge or rake to rake. Panels must be installed as per Evaluation Report FL 9555.2 and Union current installation procedure. .216 N Lansing Ave., Suite C Visa, Old 74106 18 492 5992 Bala Sockalingam, Ph.D., P.E. PE 62240