Loading...
HomeMy WebLinkAboutEVALUATION REPORTEVALUATION REPORT OF UNION CORRUGATING COMPANY '26 GA. 5V PANEL' FILE COPY �'�-�aw.,d-�lgoZ osl3 FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 7271.2-R4 ROOFING METAL ROOFING ANCARE EALED THE R SE PONNSSIBILIIY rAcHMMM OONIRACTOR OR REOORD Prepared For: Union Corrugating Company 701 S. King St. v!��� F yetteville, NC 28301 ST. LUCIE COUNTY BUILDING SION hone: (910) 483-0479 REVIEWED FO PLIAN 1 -{l�l� REVI D Y DATE PLAN AN PE IT MUST BE I P N )OB SITE OR NO INSPECTION(S) IL BE MADE SCANNED BY St. Lucie County THESE PLANS AND ALL PROPOSED WORK ARE SUBJECTTO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Prepared By: Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer #62240 1216 N Lansing Ave., Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX: (866) 366-1543 This report consists of Evaluation Report (3 Pages including cover) Installation Details (1 Page) Report No. C2174-2 Date: 8.23.2017 GtCALINGq Gs .�� 0 m: No 6g2 do r u1: of z (E :.p ••. 9� P 'D �.23.20,1`7 FL 7271.2-R4 C2174-2 8.23.2017 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 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Deck Description: Min.15/32" thick APA rated plywood or min. W thick wood plank (min SG of 0.42) for new and existing constructions. Designed by others and installed as per FBC 2017. Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1 Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2 Design Uplift Pressure: 66.3 psf @ fastener spacing of 12" o.c. (Factor of Safety = 2) Panel Attachment: #9-15 or #10-14 x long wood screw with washer. Fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8". At panel ends @ max 6" o.c. across panel width At intermediate @ max 12" o.c. across panel width Test Standards: Roof assembly tested in accordance with UL580-94 `Uplift Resistance of Roof Assemblies' & UL1897-98 `Uplift Tests for Roof Covering Systems'. Test Equivalency: The test procedures in UL 580-94 comply with test procedures prescribed in UL 580-06. The test procedures in UL 1897-98 comply with test procedures prescribed in UL 1897-12. Code Compliance: Product Limitations: The product described herein has demonstrated compliance with FBC 2017 Section 1507.4. 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 fastener spacing listed herein shall not be exceeded. This evaluation report is not applicable in 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 or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. FL 7271.2-R4 C2174-2 8.23.2017 Page 3 of 3 Supporting Documents: UL580/UL1897 Test Report Farabaugh Engineering and Testing Inc. Project No. T187-06, Reporting Date 7/25/06 PANEL FASTENER #9-15 OR #10-14 WOOD SCREW WITH WASHER UNDERLAYMENT PLYWOOD DECKING (MIN 15/32" THICK) PANEL FASTENER FASTENER PATTERN © EAVE. RIDGE & VALLEY 9-15 OR #10-14 WOOD SCREW WITH WASHER UNDERLAYMENT PLYWOOD DECKING (MIN 15/32e THICK) FASTENER PATTERN Q INTERMEDIATE LOCATIONS ALLOWABLE UPLIFT PRESSURE FASTENER PRESSURE SPACING (PSF) (IN) 12 66.3 d Y�! 1/2- �Qu�` 24• 5V Panel Profile Min 26 Gouge. Minimum Yield = 90 KSI �'°f ''