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Home My WebLink AboutPRODUCT APPROVAL1/9/2018 Florida Building Code Online BCIS Home I Log In I User Registration I Hot � ri SCANNED By Submit im tgeb'.Wt,,"&,.Facbrr`Publiwtlons FBC Staff BCIS Site Map I Unks Search 1 Product Approval air 111cc rUSER: Public User j i rxRSf . - Product Approval Menu >.Product or Application Search >! Application Ust > Application Detail FL # FL9555-114 Application Type i Revision Code Version 2017 Application Status j Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory ! Compliance Method I •. Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By 0 UNION CORRUGATING COMPANY 701 S. KING ST. FAYETTEVILLE, NC 28301 (910)483-0479 Ext256 jstleby@unioncorrugating.com John Stieby jstieby@unioncorrugating.com Structural Components Roof Deck 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. ❑O Validation Checklist - Hardcopy Received Certificate of Independence FL9555 R4 COI. CertificateIndeoendence.odf Referenced Standard and Year (of Standard) Standard Year 1 ASTM E1592 2005 FM 4470 2012 I Equivalence of Product Standards j Certified By Sections from the Code COPY FILE 1/3 1/9/2018 C Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 1 Option D I I 08/23/2017 08/28/2017 09/09/2017 12/12/2017 i FL # Model, Number* 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 FL9555 R4 II Eva luatlonReportC2172 I.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/-70.25 Evaluation Reports Other: Uplift load of 70.25 psf @ support spacing of 24" o.c. FL9555 R4 AE Eva] uationikeoortC2172 1.odf I Created by Independent Third Party: Yes 9555.2 MasterRib Panel I 26 ga., 36" wide, through fastened panel over steel supports i of Use Approved for use in HVHZ: No Installation Instructions FL9555 R4 II EvaluationReportC2172 2.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/-47.2 Evaluation Reports Other: Uplift load of 47.2 psf @ support spacing of 60" o.c. FL9555 R4 AE Eva IuationReoortC2172 2.odf Created by Independent Third Party: Yes 9555.3 MasterRib Panel 29 ga., 36" wlde, through fastened panel over steel supports Limits of Use 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 Eva luationReoortC2172 3.ndf 48" o.c. Created by Independent Third Party: Yes i 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 FL9555 R4 II EvaluationReoortC2172 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 at support spacing of FL9555 R4 AE EvaluationReoortC2172 4.13df 48" o.c. 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 Approved for use outside HVHZ: Yes j FL9555 R4 II Evaluation ReoortC2172 5.odf Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-138.9 Other: Uplift load of 138.9 psf.@ support spacing of 24" o.c. Evaluation Reports i39555 R4 AE Eva luationReoortC2172 Said Created by Independent Third Party: Yes i 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 EvaluationReportC2172 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 EvaluationReoortC2172 6.odf 20" o.c. I Created by Independent Third Party:"Yes Back Wext 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 https:/Avww.floridabuilding.org/pr/pr app dU.aspx?param=wGEVXQWtDgtvOROQkZA5REBEOgziUdi7ntuFlu2jC5sp/pad 2/3 i .I 1/9/2018 Florida Building Code Online mall 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, 2011,.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 offidal 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, FS., please click here . Product Approval Accepts: ®� 'Cie• a SeCUriL,%'htLTRICS- !' https://www.floddabuilding.org/prlpr_app dd.aspx?param=wGEVXQwtDgtvOROQkZA5RE8EOgziUdi7ntuFlu2jC5s%3d 313 t1 EVAL'U i TION REPORT OF . UNION CORRUGATING. COMPANY 1 429• GA. 5V PANEL' j OVER WOOD SUPPORTS k FLORIDA BUILDING CODE 6TI3 EDITION (2017) ..FLORIDA PRODUCT APPROVAL FL 9555.1-R4 STRUCTURAL, COMPONENTS' i ROOF DECK. . Prepared For: }' Union.Corrugating Company P.-.O. Box 229 Fayetteville, NC 28302 Telephone 010) 483-0479 Fax: (910) 483-8897 1 Prepared By: I Bala Sockalingam, Ph.D., P.E, Florida. Professional Engineer 462240 1216 N!Lansing Ave.,.Suite C - 1 Tulsa,; OK 74106 ;I Telephone: (918) 49275992 FAX: (866) 366=1543 Th's report consists of Evaluation Report (3 Pages including cover) . Installation Details (1 Page) ,o�iggmeosie�ei�� 0ao �GKAL' IIV� soee 5 e •GENSE'•q�l. •I ��P . • 622�� Q?�: Na •a r {!UJ I ReportNo..C2172-1 'Date: d SZP�E O P•.,'z- 8.20.2017 I f �:2c;-2Gli 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 mote 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 E1592-01 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 Iloads 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 rooIfmg materials directory for fire ratings of this product. FL 9555.1-R4 C2112-1 8.20.2017 Page 3 of 3 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 1/9/2018 (Florida Building Code Online ti Professional Regulation BCIS Home I Login I User Registration 6 Hot Toplcsl I Submit Surcharge I Stats & Facts I Publications FBC Staff I BCIS Site Map I Links Search i Florida: ProductApproval �:FUSER: Public User UUK e."q�ew*tss Product Approval Menu > Product or Application Search i Application Us t > Application Detail • FL # FL9555-114 Application Type i Revision Code Version 2017 Application Status I Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method I Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By I I 11 UNION CORRUGATING COMPANY 701 S. KING ST. FAYETTEVILLE, NC 28301 (910) 483-0479 Ext256 jstieby@unioncorrugating.com John Stieby jstleby@unioncorrugating.com Structural Components Roof Deck Evaluation Report.from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Bala Sockalingam PE-62240 Keystone Certifications, Inc. 09/07/2027 Yoosef Lavi, P.E. ❑O Validation Checklist —Hardcopy Received Certificate of Independence FL9555 .R4 COI- CertifcateIndependence.odf I Referenced Standard and Year (of Standard). Standard Year ASTM E1592 2005 FM 4470 2012 i Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr app d.aspx?param=wGEVXQwtDgtvOROQkZA5RE8EOgziUdl7ntuF1u2jC5s%3d 1/3 1/9/2018 https://www. Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved i Florida Building Code Online Method 1 Option D I 08/23/2017 08/28/2017 09/09/2017 12/12/2017 i FL # I Model, Numberfor 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 FL9555 R4 II EvaluationReoortC2172 1.Ddf 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. FI 9555 R4 AE Evaluationikeoo=7172 i.Dd (f Created by Independent Third Party: Yes 9555.2 MasterRib Panel l 26.ga., 36" wide, through fastened panel over steel supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R4 II EvaluationReoodQ172 2.12df 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/-47.2 Evaluation Reports Other: Uplift load of 47.2 psf @ support (pacing of 60" o.c: FL9555 R4 AE EvaluationReaortC2172 2.Ddf Created by Independent Third Party: Yes 0555.3 MasterRib Panell 29 ga., 36" wide, through fastened panel over steel supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R4 II Eva luationikeoortC2172 3.odf Approved for use outside HVHZ: Yes j Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A I 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 EvaluationReoortC2172 3.odf 48" o.c. Created by Independent Third Party: Yes 9555.4 MasterRib Panel 29 ga., 36" wide, through fastened panel over wood supports Limits of Use I Installation Instructions Approved for use in HVHZ: No FL9555 R4 II EvaluationReoortC2172 4.odf Approved for use outside HVHZ: Yes I 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 of FL9555 R4 AE EvaluationReoortC2172 4.Ddf 4W o.c. ICreated 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 Approved for use outside HVHZ: Yes! FL9555 R4 II EvaluationReoortC2172 S.Ddf 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.Ddf Created by Independent Third Party: Yes i 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 EvaluationReoortC2172 6.Ddf 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: Deslgn loads of 96 & -163 psf at support spacing of FL9555 R4 AE EvaluationReoortC2172 6.Ddf 20" o.c. Created by Independent Third Party: Yes I Back i Poext I 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 ig.org/pr/pr app dtl.aspx7param=wGEVX,QwtDgtvOROQk7A5REBEOgziUdl7ntuFlu2jC5s%3d 2/3 I 1/9/2018 Florida Building Code Online mall to this entity. Instead, contact the offlce.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, 2012,1 licensees licensed under Chapter 455, F.S. must provide the Department with an email address.lf 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: RIW ® eGhec. NOW ;Credit_ Card Safe 3/3 EVALUATION REPORT OF UNION CORRUGATING COMPANY `29' GA. 5V PANEL' OVER WOOD: SUPPORTS i FLORIDA BUILDING' CODE .6.TH EDITION, (2017) FLORIDA PRODUCT APPROVAL FL 9555.1=R4 STRUCTVRAL COMPONENTS I ROOF DECK. i i P epared For: l Union. CZrrugating Company P.O. Box 229 Fayetteville, NC 28302 Telephone: (910) 483-0479' Fax: •(910) 483-8897 Prepared By:. Bala Soc6lm` gam, .Ph.D., P.E, Florida. ProfessionalEngineer ##62240 1216 N Lansing Ave., -Suite. C Tulsa, OK 14106 Telephone: (918) 492-5992. FAX (866) 366,1543 I This report consists of Evaluation Report(3 Pages including cover) Installation Details (1 Page) obe`��GKAt►NG `��°PS.G�N.SF••�2J °oos No cc :lu- Report No. C2172-1 E OF. LU Date: 8.20.2017 pol0., • \p •: C? Manufacturer: Union Product Name: I 5V Panel Panel Description: 24" wide Materials: Minimum 29 1 or Galvalume A755). Support Description: Nom. 1" x 4" (Must be desi Slope: 1/2:12 or FL 9555.1-R4 C2172-1 8.20.2017 Page 2 of 3 Company with (5)1/2" high ribs 80 ksi steel. Galvanized coated steel (ASTM A653) rted steel (ASTM A792) or painted steel (ASTM I lumber (Southern Yellow Pine Untreated) by others) 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" ox. 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 E1592-01 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 usf g 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 roofing materials directory for fire ratings of this product. FL 9555.1-R4 C2172-1 8.20.2017 Page 3 of 3 Supporting Documents: ASTM E1592 Test Report Farabaugh Engineering and Testing Inc Project No. T246-06, Revised Reporting Date 11/7/06 I FM 4470 Test Deport ENCON Technology. Inc C1583-3, Repoiing Date 7/24/08 I 12' PANEL FASTENER #9-15 OR #10-14 X 1.5" LONG WOOD SCREWS @ MAX 12" O.C. FASTENER PATTERN �NOM. X 4" (MIN) SYP UNTREATED SUPPORT SPACING = 24" O.C. (DESIGN BY OTHERS) ALLOWABLE UPLIFT PRESSURE = 70.25 PSF m a 2 i 5V Panel Profile Minimum 29 Couge, Minimum Yield - 00 KSI 1/2'T