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Home My WebLink AboutPRODUCT APPROVAL STRUCTURAL COMPONENTS~ j 1 1/9/2018i P V Florida Building Code Online Bosirvess & Professional Regulation BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats Facts Publications FBC Staff BCIS Site Map Links Search r r i i Product Approval USER: Public User PZW= AMN.7.41 ff aSd> 7rx+ L Ao_ IL;L.5 gjl > . 2201, > Application Detail FL # FL9555-R4 Application Type Revision Code Version 2017 Application Status 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 UNION CORRUGATING COMPANY 701 S. ICING 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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Bala Sockalingam the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone CertiFlcations, 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) Equivalence of Product Standards Certified By Sections from the Code FL95555 R4 COI Certiflcatey0¢e dencp. f Standard Year ASTM E1592 2005 FM 4470 2012 1/3 1 /9/201 - r Florida Building Code Online Product Approval Method 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 Suaannr cart/ of Produces i i r-L # �Miodeg, Plumber or Blame Description �9555.1 ~ - �SV Panel 29 ga., 24" wide, through Fastened panel over wood supports Limits of Use Instaigation instructions Approved for use in HVHZ: No y 5,+ I.44 .I 1,12df Approved for use outside HUNZ: 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 Ru AE Eyai ?aU0nRa_rti3-tf 2972 1,11df Created by Independent Third Party: Yes MasterRib Panel Limits of Use Approved for use in HVHZ: No Approved for use outside HVNZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-47.2 Other: Uplift load of 47.2 psf @ support spacing of 60" o.c. 9555.3 MasterRib Panel Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +27.1/-37.7 Other: Design load of 27.1 & -37.7 psf at support spacing of 48" o.c. 9555.4 1 MasterRib Panel Limits of Use Approver] for use in HVHZ: No Approved for use out HUHR: Yes Impact Resistant: N/A Design Pressure: +27.1/-36.2 O thar: Design load of 27.1 & -36.2 psf at support spacing of 48" o.c. 9555.5 MasterRib Panel ---•---.-----•-••---.- .....__.I ............. .............. ._..... ..._..... ...._.... .._....... Limits of Use Approved for use in 11Vf-2Z: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Desilgn Pressure: +N/A/-138.9 Other: Uplift load of 138.9 psf @ support spacing of 24" o.c. 9555.6 1 PBR Panel L-ar:nlits of 1Dse Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A j Design Pressure: +96/-163 Other: Design loads of 96 & -163 psf at support spacing of 20" o.c. 26 ga., 36" wide, through fastened panel over steel supports Instaliation Instructions Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaivation Reports ) �a22 r4. E EvalvationRestortC2171 2 odf Created by Independent Third Party: Yes 29 ga., 36" wide, through fastened panel over steel supports Instaillattion Instructions FLOWS 34 11 Faa? uzndriFl;PoFtr,212 3.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaguation Reports 1cI .555 FI4 .AIa fo gp[ewe 17? 1.adf Created by. Independent Third Party: Yes 29 ga., 36" wide, through fastened panel over wood supports Instaglation Instructions IY Evv+tuasionl2evo t 2� A-n— Verified By: Bala Sockalingam PE 62240 Created by independent Third Party: Yes Evaluation Reports Ft � p55 Ito ��railrgt�gn��onrrC'173 4 odf Created by Independent Third Party: Yes 29 ga., 36" wide, through fastened panel over nom. 1" x 4" wood supports Instalgation Instructions 5}t� j�i=valuatlonl?�paRC21�2 ��p¢j Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports l ��Re��_Mlt( Created by Independent Third Party: Yes Min` -26 ga., 36" wide, through fastened roof panel over open steel supports III Instaggation Instructions I Fs 55 R4 I�F.Y3j {ate tianRQllaFt€'21a2 6.odf Verified By: Bala Sockalingam PE 62240 j Created by Independent Third Party: Yes Evaguation Deports �..� A�,�y�l raklo ppg_rt��172 6.odf Created by Independent Third Party: Yes I Back{ Neat Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-497-1824 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 .flo(dabuilding.org/pripr app dll.aspx?param=wGEV)CQwtDgivOROQkZA5RE8EOgziUdi7ntuFlu2jC5s%3d 2/3 9 /9/20 Florida Building Code Online mall to this entity. Instead, contact the office by phoneor by traditional mall. If you have any questions, please contact 850.487.1399. -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 emalis 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 cllcl( here . Product Approval Accepts: QWr�—r�il 012-1 11 Geld safe .floddabuilding.org/pr/pr app_dtl.asp)c7param=wGEV)(QwtDgtvOROOIZA5REBEOgziUdi7ntuFlu2jC5s%3d 3/3 V. EVALUATION REPORT OF UNION CORRUGATING COMPANY '26 GA. MASTERRIB PANEL' OVER STEEL SUPPORTS FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 9555.2-R4 STRUCTURAL COMPONENTS ROOF DECK Prepared For: Union Corrugating Company 701 S. King St. Fayetteville, NC 28301 Telephone: (910) 483-0479 Fay:: (910) 483-1091 Prepared By: Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer #62240 1216 N Lansing Ave., Suite C Tulsa, OIL 74106 Telephone: (918) 492-5992 FAX: (866) 366-1543 This report cansists of Evaluation Report (3 Pages including cover) Installation Details (1 Page) Load Span Table (1 Page) Report No. C2172-2 Date: 9.20.2017 FLF FL 9555.2-R4 C2172-2 8.20.2017 Page 2 of 3 Manufacturer: Union Corrugating Company Product Name: MasterRib Panel Panel Description: 36" wide coverage with 3/4" high ribs at 9" o.c. Materials: Minimum, 26 ga.; 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Support Description: Min 16 ga., 50 ksi steel. (Must be designed by others) Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2 Design Uplift Pressure: 47.2 psf @ maximum support spacing of 60" o.c. (Factor of Safety = 2) Support Attachment: #12-14 x 1" long self -drilling screws with washers. At end supports @ 3.5"-5.5"-3.5" o.c. across panel width At intermediate supports @ 9" o.c. across panel width Sidelap Attachment: '/4"-14 x 7/8" long SDS with washer @ 30" o.c. 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 using rational analysis prepared by a Florida Professional Engineer or based on Union Corrugating load span table. 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 20.17 Section 1505 and current approved roofing. materials directory for fire ratings of this product. FL 9555.2-R4 C2172-2 8.20.2017 Page 3 of 3 Supporting Documents: ASTM E1592 Test Reports Farabaugh Engineering and Testing Inc. Project No. T163-06, Reporting Date 6/7/06 FM 4470 Test Report ENCON Technology Inc. C1583-2, Reporting Date 7/24/08 PANEL FASTENER SEE PANEL SIDELAP SIDELAP FASTENER ® 9" O.C. DETAIL _ @ 30" O.C. 9 O.C. MASTERRIB \ INTERIOR SUPPORTS � " PANEL - MIN 16 GA. STEEL —/ \ I - - (DESIGNED BY OTHERS) PANEL FASTENER @ SIDELAP FASTENER 3.5"-5.5"-3.5" O.C. @ 30" O.C. 9 O.C. MASTERRIB END SUPPORTS A.� �I /- PANEL MIN 16 GA. STEEL - (DESIGNED BY OTHERS) TYPICAL PANEL INSTALLATION X-SECTION MASTERRIB PANEL D.C. 30" D.C. ELFASTENER SIDELAP DFASTENER PANEL FASTENER PANEL 3.5"-5.5"-3.5" O.C. MIN 16 GA. STEEL - (DESIGNED BY OTHERS) SIDELAP FASTENER MASTERRIB PANEL 1/4"-14 SOS WITH WASHER ® 30" O.C. PANEL FASTENER ID12-14 x 1" LONG S WITH WASHER MIN 16 GA. STEEL (DESIGNED BY OTHERS) PANEL SIDELAP MAX 60" O.C. (SEE LOAD SPAN TABLE FOR ALLOWABLE LOADS AND SPANS) SECTION VIEW GENERAL NOTES: 1. ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE 26 GA. (t = 0.017"). EFFECTIVE COVERING WIDTH OF PANEL = 36". 3. ROOF PANELS SHALL BE INSTALLED OVER 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 DESIGN LOADS. 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. SUPPORTS MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. 7. PANELS MAY SPAN BETWEEN EAVE TO RIDGE SUPPORTS OR RAKE TO RAKE SUPPORTS. 0 0 WD 2 KNm O Q �ZN a O (19 in YJR O I W U Vj O_ En Z O� o -i Q 0 O i m = a " 0 e V) N 0 2 o i 1 OF