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Home My WebLink AboutPRODUCT APPROVAL STRUCTURAL COMPONENTY 1/9/2018 t Building Code Online Bay Home I Login 1 user Registration i Product Approval Menu > FL # Application Type Code Version Application Status Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email SCANNED 13Y Subml $r lgC feStaYs � f Publications I Fec staff ! BaFall,aP' � Links ! Search Application List > Application Detail FL9555-R4 Revision 2017 Approved UNION CORRUGATING COMPANY 701 S. KING ST. FAYETiEVILLE, NC 28301 (910) 483-0479 Ext256 jstleby@unioncorrugating.com John Stleby jstleby@unioncorrugating.com Structural Components Roof Deck Compliance Method Evaluation Report from a Florida Registered Architect or a IJcensed Florida I Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Bala Sockalingam the Evaluation Report Florida License i PE-62240 Quality Assurance Entity 1 Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/07/2027 Validated By I Yoosef Lavl, P.E. d, Validation Checklist - Hardcopy Received Certificate of Independence FL9555 R4 COI CertlFlcateIndeoendence.od Referenced Standard and Year (of Standard) Standard ASTM E1592 i FM 4470 Equivalence of Product Standards Certified By Sections from the Code I i I Year 2005 2012 1/3 D r = 1/9/2018 Florida Building Code Online Product Approval Method I Method 1 Option D Date Submitted 08/23/2017 Date Validated 08/28/2017 Date Pending FBC Approval 09/09/2017 Date Approved 12/12/2017 FL # Model, Number of Name Description 9555.1 5V Panel I 29 ga., 24" wide, through fastened panel over wood supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R4 II EvaluationReoortC2172 l.0df Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-70.25 Evaluation Reports Other: Uplift load of 70.25 psf @ support spacing of 24" o.c. FL9555 R4 AE EvaluationReDOrtC2172 I.odf Created by Independent Third Party: Yes 9555.2 MasterRib Panel I 26 ga., 36" wide, through fastened panel over steel supports of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL9555 R4 II EvaluationReaortC2172 2.odf 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 s I acing of 60" o.c. FL9555 R4 AE EvaluationReoortC2172 2.odF Created by Independent Third Party: Yes 9555.3 MasterRib Panel I 29 ga., 36" wide, through fastened panel over steel supports Limits of Use I Installation Instructions Approved for use in HVHZ: No FL9555 R4 II EvaluationReoortC2172 3-odf Approved for use outside HVHZ: 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 FL9555 R4 AE EvaluationReDOrtC2172 3.odf 48" o.c. I Created by Independent Third Party: Yes 9555.4 MasterRlb Panell 29 ga., 36" wide, through fastened panel over wood supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R4 II Eva luationReportC2172 4.odf Approved for use outside HVHZ: Yes 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 a support spacing of FL9555 R4 AE EvaluationReoortC2172 4,Ddf 48" o.c. I 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 HVHZ: No FL9555 R4 II EvaluationReportC2172 5-odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-138.9 Evaluation Reports Other: Uplift load of 138,9 psf @ support spacing of 24" o.c. FL9555 R4 AE EvaluationReoortC2172 5,odf l 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 Installation Instructions Approved for use in HVHZ: No FL9555 R4 II Eva luationReoortC2172 6.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +96/-163 Evaluation Reports Other: Design loads of 96 & -163 psf at support spacing of FL9555 R4 AE EvaluationReaortC2172 6,Ddf 20" o.c. I Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: SSD-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 recdrds. If you do not want your e-mail address released In response to a public -records request, do not send electronic Lora/odor aoo dB = .asox?oaramwGEVXQwtDatvOROQk7A5REBEOaziUdl7ntuFlu2iC5s%3d 2/3 1/9/2018 1ilonda Building Code Online 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 emalls 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. Tb determine If you are a licensee under Chapter 455, F.S., please click hUL. Product Approval Accepts: �-i ® Ekcf -xs: Credit Card Safe 3/3 � [ I EVALUATION REPORT OF UNION CORRUGATING COMPANY `29 GA. 5V PANEL' OVER WOOD SUPPORTS FLORIDA BUILDING CODE 6TI3 EDITION (2017) FLORIDA PRODUCT APPROVAL FL 9555.1-R4 STRUCTURAL COMPONENTS ROOF DECK Prepared For: Union Corrugating Company P. O. Box 229 Fayetteville, NC 28302 Telephone: (910) 483-0479 Fax: (910) 483-8897 Prepared By: Bala So'ckalingam, Ph.D., P.E. Florida Professional Engineer #62240 1216 NJ Lansing Ave., Suite C Tulsa, OK 74106 Te=(866) e: (918) 492-5992 366-1543 This report consists of Evaluation Report (3 Pages including cover) Installation Details (1 Page) i i i i Report No. C2172-1 Date: 8.20.2017 i i i i *�BA9aeaeoQe,�a ®� �GY,A L I1V (�° N� 02240 olim :LI® LU s L O R \. • �(�� Q Manufacturer: Product Name: Panel Description: Materials: Support Description: Slope: i Union CorrugatiI g Company 5V Panel 1 24" wide cover Ige with (5)1/2" high ribs FL 9555.1-R4 C2172-1 8.20.2017 Page 2 of 3 Minimum 29 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Nom. 1" x 4" (min) lumber (Southern Yellow Pine Untreated) (Must be designed by others) 1/2:12 or ereater 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 #10-114 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 i�Jniform Static Air Pressure Difference' and FM 4470 Section 5.5 `Resistance to Foot Traffic'. Test Equivalency: The test pro ledure in ASTM E1592-01 comply with test procedure prescribed inIASTM E1592-05(2012). The test procedure in FM 4470 (1992) comply with test procedure prescribed inIFM 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. Tha 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 iReport. Refer to FBC 2017 Section 1505 and current approved roofing materials directory for fire ratings of this product. Q Supporting Documents: i ASTM E1592 Tel st 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 i � � ,� � � i �