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Home My WebLink AboutProduct Approval i I/\ 11J\I I NOV 2 1 20�� EVALUATION REPORT OF , z UNION CORRUGATING COMPANY '26 GA.5V PANEL' z� BY: ............ ....... FLORIDA BUILDING CODE 5TH EDITION (2014) IVI� FLO.RIDA PRODUCT APPROVAL r � FL 7271.4-R3 ROOFING METAL ROOFING I I Prepared For: Union Corrugating Company P.O.Box 229 Fayetteville,NC 28302 Telephone: (910)483-0479 Fax: (910)483-8897 Is �a Prepared By: Bala Sockalingam,Th.D., P.E. 1 Florida Professional Engineer#62240 1216 N Lansing Ave.,Suite C Tulsa OK 74106. Telephone: (919)492-5992 FAX: (866)366-1543 t This report consists of Evaluation,Report 3 Pages including cover Installation Details (2 Pages) osi.SOCK.g4 It"-' � i No 62240 Z i o• p � :• a Re ort.N.o: C19.99-12 p STME OF 40 Z' P Date: 3.20.15" �':�•'i° •4 'Ire, ,< O-R t p P,-N X � I x :f I� • . FL 7271.4-R3 C1999-12 3.20.15 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. 19/32" thick APA rated plywood or min. 3/4" thick wood plank (min SG of 0.42) for new and existing constructions. Designed by others and installed as per FBC 2014. Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1 Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2 Design Uplift Pressure: (Factor of Safety=2) Fastener pattern 1 120.9 psf @ fastener spacing of 24" o.c. Fastener pattern 2 85.8 psf @ fastener spacing of 24" o.c. 113.1 psf @ fastener spacing of 12" o.c. Panel Attachment: Fastener pattern 1 #9-15 or#10-14 x 1.5" long wood screw with washer At panel ends @ max 6" o.c. across panel width through panel flat At interior @ max 12" o.c. across panel width through panel flat Fastener pattern 2 #9-15 or#10-14 x 2" long wood screw with washer At panel ends @ max 6" o.c. across panel width through panel flat and rib At interior @ max 12" o.c. across panel width through panel rib Test Standards: Roof assembly tested in accordance with TAS 125-03 `Standard Requirements for Metal Roofing Systems'. Code Compliance: The product described herein has demonstrated compliance with FBC 2014 Section 1507.4 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. This evaluation report is 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 2014 Section 1505 and current i i • FL 7271.4-R3 C 1999-12 3.20.15 Page 3 of 3 approved roofing materials directory or ASTM El108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: TAS 125-03 Test Reports Farabaugh Engineering and Testing Inc Project No. T164-06,Reporting Date 6/8/06 Hurricane Test Laboratory Report No. 0293-0202-06,Reporting Date 4/5/06 Hurricane Test Laboratory Report No. 0293-0609-05,Reporting Date 8/31/05 i i i i I i I PANEL OVERLAP _ PANEL FASTENER SEE DETAIL 2 SEE DETAIL 1 SPACING PER ALLOWABLE ROOF PANEL �TMIS SHEET THIS SHEET WIND LOAD TABLE d v � n u DECK ATTACHMENT AND PANEL FASTENER UNDERLAYMENT SHALL BE INSTALLED SUPPORTS MUST BE SPACING PER ALLOWABLE AS PER MANUFACTURER'S INSTALLATION DESIGNED AND INSTALLED WIND LOAD TABLE GUIDELINES BY OTHERS MIN. 2X_WOOD RAFTER/JOIST/ TRUSS AT MAX. 24�O.C. TYPICAL PANEL INSTALLATION X—SECTION s j9-15 OR#10-14 X 1.5 LONG FASTENER PATTERN 1 ALLOWABLE UPLIFT PRESSURE WOOD SCREW WITH WASHER S'� PRESSURE rnz (PSF) z -M (IN) x�a MIN 26 GA. PANEL 0 Nt�o 24 120.9 z ol+°O1 zw� Y u1 Z d UNDERLAYMENT PLYWOOD o R 19/32 THICK(MIN.) a �gm DETAIL 1 NOTES:GENERAL Ydg 1.ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE30 FLORIDA BUILDING CODE (FBC). j9-15 OR#10-14 X 2.ALL ROOF PANELS ARE SHALL BE 26 GA. EFFECTIVE COVERING WIDTH OF 1.5'LONG WOOD SCREW OF PANEL=24'. WITH WASHER 3.THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING&STRUCTURE AS MIN 26 GA, PANEL 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 WIND LOAD TABLE. 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. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. UNDERLAYMENT PLYWOOD DETAIL 2 19/32'THICK(MIN.) sss- cl1 �. 1 2