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HomeMy WebLinkAboutEVALUATION REPORTot- � � J SGANW-U DIV S$ hwiprmimfo EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION '26 GA. SV-CRIMP PANEL' I FLORIDA BUILIDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 14645.4-R3 ROOFING (METAL ROOFING I I Prepared For: Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville. KY 40202 Telephone: (502) 855-4300 Fax: (502)855-4290 I i IPrepared 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: (918) 493-3568 This report consists of Evaluation Report (3 Pages including cover) 0till Mire, Installation Details (1 Page) 640: ° SOCKAk/�°�,,6 Load Span Table (1 Page) F o No 62240 pro. �OF '�'• STATE e Report No. C2182-4 o O ••. ,� P : \=�a Date: 9.9.17 �`s��' O R ..c. 2ot-7 FL 14645.4-R3 C2182-4 9.9.17 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: 5V-Crimp Panel Description: 24" wide coverage with (5) 1/2" high ribs I Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Deck Description: Min. 7/16" thick IOSB or min. 15/32" thick plywood or min. V thick wood plank (min SG of 0.42) for new and existing constructions. Designed by others and installed as per FBC 2017. Deck Attachment: 8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c. (Minimum) in the plywood field and edges. Designed as per FBC 2017. Underlayment: Minimum underpayment as per FBC 2017 Section 1507.4.5.1. Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2. Requires applied lap sealant for roof slopes less than 3:12. Design Uplift Pressure: 30.0 psf @ fastener spacing of 36" o.c. (Factor of Safety = 2) 172.5 psf @ fastener spacing of 6" o.c. Fastener Pattern: Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8" and installed as per Metal Sales current installation procedure. At panel ends @ 6" o.c. across panel width At intermediate @ 12" o.c. across panel width Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance of Roof Assemblies' & U1,1897-04 `Uplift Tests for Roof Covering Systems'. Test Equivalency: The test procedures in UL 1897-04 comply with test procedures prescribed in UL 1897-12. Code Compliance: The product described herein has demonstrated compliance with FBC 2017 Section 11507.4. 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 fastener spacing listed herein shall not be exceeded. e design pr(,-mare-for-reduced-fastener-spacing-may-be - -- direct(; � `v ASTM E108/UL790 report from an;dited laboratory, for fir&i, I. ngs of this product. Supporting Documents: UL580 & 1897 Test Reports PRI Construction Materials Technologies MSMC-0 17-02-0 1, Reporting Date 9/20/13 FL 14645.4 R3 C2182-4 9.9.17 Page 3 of 3 computed using rational analysis prepared by a Florida Professional Engineer or based on Metal Sales load span table. 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 5V-CRIMP SEE DETAIL 2 PANEL -7(</--SEE DETAIL 1 FASTENER AT PANEL FLAT REQUIRED FOR PANEL ENDS ONLY. v MINIMUM ATTACHMENT: j 8d x 2.5" LONG RING SHANK NAIL I UNDERLAYMENT SHALL BE INSTALLED OR #8 x 2" LONG WOOD SCREWS AS PER MANUFACTURERS INSTALLATION SPACED ® 6" O.C. IN THE FIELD GUIDELINES & AT EDGES MIN. 2X- WOOD RAFTER/JOIST/ TRUSS AT MAX. 24" D.C. TYPICAL PANEL INSTALLATION X—SECTION 09-16 OR P10-14 WOODSCREWS WITH -SELF SEALING WASHER AT MAXIMUM SPACING OF 36" O.C. UNDERLAYMENT J DETAIL 1 #9-16 OR J10-14 WOODSCREWS WITH SELF SEALING WASHER AT MAXIMUM SPACING OF 36" O.C. UNDERLAYMENT IM DETAIL 2 5V-CRIMP MIN 26 GA. OSB 7/16" THICK (MIN.) OR PLYWOOD 15/32' THICK (MIN.) 5V-CRIMP MIN 26 GA. OSB 7/16" THICK (MIN.) OR PLYWOOD 15/32 THICK (MIN.) PANEL FASTENER PER UPLIFT LOAD TABLE N e NOT 1 ARCHITECTURAL ROOF CODEPANEL (FBHAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA 2. ROOF PANELS SHALL BE MIN, 26 GA. (t = 0.019"). EFFECTIVE COVERING WIDTH OF PANEL = 24". 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. T PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOA ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWII 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CDDE. 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. d O o U N Z co Sao = owe MJ� to t55o 0O Q 0 f Ed a a c u= x G IL a B � Jo� jig a OF 1