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Home My WebLink AboutREVISION 4-23-18METAL SALES MANUFACTURING CORPORATION Image II Uplift Loads (Min. 26 ga.) Description Fastener Spacing Allowable Uplift along Panel Length Load (in) (psf) Coverage width: 16" 6 102.7 8 100.7 anel ever: 10 98.6 #10-12 pancake head screws 12 96.6 14 u w_ 94.5 �.. � 18 _.. - _ _.._..._�..... _ 90.4 ...._....., m._ w_..., _ _ ....._.. . , 20 88.4 2? 86.3 __.. 84.3 24 With Sidelap Sealant 6 139.1 Notes: 1. The bold numbers indicate design loads calculated from test data with safety factor of 2. 2. Panels must be installed as per Evaluation Report FL 11560.5 and Metal Sales current installation procedure. ARE THE RESPONSIBUT f OF f NI CONTRACTOR OF RBCOAO ST. LUCI'* c7jr r�07� Ty BUILDEN D117TSTO Ft :'IEWE FOR L -CE REVIE 11, BY - DATE PLANS t1 PER.. 1!I!►JS F ORNo�'SPECTION' WILL BE h�E aN JOB 1216 N Lansing Ave., Suite C Tulsa, Ok 74106 918 492 5992 ��p��4t59E�F5lld' sCO E fV S< G'r��' No 4 62240 O'• STATE OF 'iCC d� 4 •,.N Fo. 0,� 'V�L `J•�� 3°'1� THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER To GOMPEY WITH At-4 APPLICA01W3 Coplig, Bala Sockalingam, Ph. ., FL 62240 EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION '26 GA. IMAGE II PANEL' FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 11560.5-R3 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 Telephone: (502) 855-4300 Fax: (502) 855-4200 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) ��d�s�orerroo ILoad Span Tablenstallaton Details 11Pa Page) %`,��P•SOCKq�1A%GEV, ,00 Report No. C2181-5 Date: 9.8 2017 NO 62240 P � 10 ' STATE OF 'e��'•40 R t .• r, S &\ �a FL 11560.5-R3 C2181-5 9.8.2017 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: Image II Panel Description: Max. 16" wide coverage with 1" high ribs 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. 19/32" plywood or min. 3/4" thick wood plank (min SG of 0.42) for new and existing constructions. Designed 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 field and edges. Designed 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. Requires applied lap sealant for roof slopes less than 3:12. Design Uplift Pressure: 84.3 psf @ fastener spacing of 24" o.c. (Factor of Safety = 2) 102.7 psf @ fastener spacing of 6" o.c. 139.1 psf @ fastener spacing of 6" o.c. with 3/8" bead adhesive in panel sidelap Fastener Pattern: At panel seam #10-12 pancake head screws along panel seam. Fastener shall be of sufficient length to penetrate through the deck a minimum of/4". Sidelap Adhesive: Schnee -Morehead SM7108 Permathane adhesive 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 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 fastener spacing listed herein shall not be exceeded. The design pressure for reduced fastener spacing may be 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. Refer to current NOA for use of this product in High Velocity Hurricane Zone. FL 11560.5-R3 C2181-5 9.8.2017 Page 3 of 3 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. Supporting Documents: TAS 125 Test Reports Farabaugh Engineering and Testing Inc. Project No. T241-07, Reporting Date 7/23/07 Hurricane Test Laboratory, LLC HTL Report #: 0103-0714-09, Reporting Date 9/1/09 I SEE DETAIL 1 MAX. 16'PANEL FASTENER ROOF PANEL �� \ I SPACING PER ALLOWABLE / PRESSURE TABLE. \ n / UNDERLAYMENT SHALL BE INSTALLED 8d x 2.5' LONG RING SHANK NAIL 19/32" THICK (MIN.) AS PER MANUFACTURER'S INSTALLATION OR #8 x 2' LONG WOOD SCREWS GUIDELINES IN. 2X- WOOD RAFTER/JOIST/ SPACED ®6' O.C. IN THE FIELD & TRUSS AT MAX. 24' O.C. AT PLYWOOD EDGES FASTENING PATTERN 1 ROOF PANESEE DETAIL 2 PANEL SEE MAX. UNDERLAYMENT SHALL BE INSTALLED 8d x 2.5' LONG RING SHANK NAIL AS GUIDELINESPER MANUFACTURER'S INSTALLATION OR $8 x 2' LONG WOOD SCREWS MIN. 2%_ WOOD RAFTER/JOIST/ SPACED ®6" O.C. IN THE FIELD & TRUSS AT MAX. 24" O.C. AT PLYWOOD EDGES FASTENING PATTERN 2 TYPICAL PANEL INSTALLATION X—SECTION MIN 26 GA. PANEL PANCAKE SCREWSNG AT MAX. 6" D.G. DETAIL 1 UNOERLAYMENT PLYWOOD 19/32' THICK (MIN.) SIOELAP ADHESNE NOM. 3/8' BEAD n MIN 26 GA PANEL �10-12 % 1' LONG PANCAKE SCREWS DETAIL 2 AT MA%. 6" O.C. SIDELAP ADHESNE LOCATION UNDERLAYMENT plYW000 19/32' THICK (MIN.) PANEL FASTENER SPACING PER ALLOWABLE PRESSURE TABLE. (MIN.) GENERAL NOTES: I. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2 RROOOF PA RIDA INSHALL BE CODEMWCT26 GA (t = 0.016T). M%. EFFECTIVE COVERING WIOTH OF PANEL v 16'. S. THE ROOF PANELS SHALL BE INSTALLED OVER MEATHWG k STRUCTURE AS SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANE SYSTEM MY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFlW ON THIS DRAWING. B. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING k THE FLORIDA BUILDING CODE IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING k THE CODE, THE CODE 'J' TALL COMROL. 6. RAFTFRS/10ISTSiZISSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REOUIREO FOR FACII APPLICATION AND ARE THE RESPCNSISILRY OF OTHERS.