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A AMERICAN METALS SUPPLY-ALUMINUM ROOF PANELS <br /> AMERIUN: PRODUCT APPROVAL DETAILS: <br /> 3119 Queen Palm Dr. BLDG CODE: 6th Edition(2017)FLORIDA BUILDING CODE <br /> (813)242-8100 HVHZ- NOT FOR USE IN HVHZ DO KIM <br /> S"?momFLY, Tampa,FL 33619 &ASSOCIATES,LLC <br /> LOCK PANELS TO INSTALL <br /> • LIMITS OF USE: FOR PATIO USE ONLY. CONSULTING <br /> -CARPORTS STRUCTURAL <br /> .PATIO COVERS ENGIINEERS <br /> -SUNROOMS <br /> -SCREEN ENCLOSURES PO SOX IM39 <br /> -CANOPIES T.ropan.33679 <br /> -OTHER SIMILAR MINOR STRUCTURES <br /> 0.750" Notes: R-JDtc Description <br /> 0.860, 1. Aluminum roofliargels shall be of aluminum alloy 3105-HI or approved equal. In. <br /> .16 <br /> 6 2. Roof panel metal thickness tested:0.024"and 0.030". <br /> 7 3. Product materials conform to ASTM B209. <br /> C, 4. All inside bend radii are 0.047 unless otherwise noted. <br /> en <br /> 1% 5. Standard Manufacturing Tolemccs: <br /> ci 0 <br /> r�..KrPANU <br /> Dimension+ 0.005 <br /> Radius+1­005 <br /> Angle+/-to IS <br /> 6. Product test report for 0.030"and 0.024"Thickness Rolled 3"Riser Roof Panels,Test Report No.: <br /> RIB (Typ.). <br /> E9946.01-401-44,Oct.2,2015.ASTM E330/E330M-14.Architectural Testing,Inc.an Intertek <br /> 6 company,2250 Massaro Blvd.,Tampa,FL 33619. <br /> 4F (Typ') 7. All product performance specifications and construction requirements shall be engineered by a <br /> (7) 0).................... licensed design professional in accordance with the Aluminum Design Manual,Spec fflcations& CC t= <br /> Guidelines for Aluminum Structures,Washington,DC,forwind resistance in conformance to FBC 6 tu <br /> 0 <br /> Chapter 16 far Components and Cladding Loads,ASCE 7-10 Chapter30 for Roof Compronerds and c: <br /> 5 RIBS PER PANEL, EOUALLY SPACED Cladding for Enclosed and Open Structures.Effective area for wind load calculations based on 36 Mto <br /> sq.feet(absolute value of controlling design pressure is shown on span tables). W <br /> 0 <br /> 8. Span schedule show maximum roof panel spans between supports.Max.span deflection limit U60. 0 LL it <br /> W <br /> 9. Mean roof height of structure shall not exceed 15 fact above grade.Span tables for open structunn; m J> <br /> based on 5*max.mof slope.Span tables for enclosed structures based an 27*max.toofslapc. W t0,1 <br /> 0 0) <br /> 10. Each roof panel shall be connected per design professional's instructions,but shall have min.of 0 <br /> (3)410 SMS wtheoprene gasket and washer at each support point(or other approved connection by U. <br /> 3"RISER ROOF PANELS z 0. <br /> design professional)w/min,0,040"thick,6063-T6 aluminum base metal. 0 <br /> 0 <br /> 16 Co <br /> W 'f <br /> Exposure B ASCE 7-10 Ultimate Design Pressure Span Table Exposure C ASCE 7-10 Ultimate Design Pressure Span Table I Z U U)0 0.Go 0 <br /> 6! <br /> OPEN STRUCTURES OPEN STRUCTURES :3 LL1 <br /> Wind Speed Design Pressure 0,024"span(ft) 0.030'span(ft) Wind Speed Design Pressure 0.024!'span(ft) 0.0313"span ft U C3 <br /> 110 18.4 10.00 12 OD 110 27-2 9.73 17 OD DRAWN Sr. M <br /> ED <br /> 120 2L2 9.85 12.00 120 25.0 9.38 12.00 SCALF CHECK_' BY.. oyX <br /> AS SHOWN <br /> 00 24.8 9.40 72-.00 im 30.0 8.67 11.44 DATE 3/16M <br /> 140 28.8 1187 ILLSS 140 34.8 7.93 8.89 <br /> 33.0 8.17 11.11 150 39.9 7.46 <br /> 160 37.5 1 7.68 1 8.5-0 160 45.4 1 6.94 1 7.45 1 <br /> oOR6ft <br /> Exposure B JASCE 7-10 Ultimate Design Pressure Span Table Exposure C ASCE 7-10 Ultimate Design Pressure Span Table DO MINI s,ttf <br /> L <br /> I, <br /> ENCLOSED(ATTACHE STRUCTURES ENCLOSED I ATTACHED)STRUCTURES- CAB 80 <br /> 8 10030. <br /> Wind Speed Design Pressure 0.024"span(ft) 0.030"span(ft) Wind Speed Design Pressure 0.0W span(ft) 0.030"span(ft) ttt <br /> 0 110 33079 19.0 10.00 12.00 110 .0 9.63 12. 1- <br /> R <br /> 220 22.6 9.68 12.00120 23 273 9.09 IL7400 This note has been ekamudcalhr signed and mled <br /> 330 26.5 9.19 TL9- 130 32.1 8.32 11.21 byDoY.Kim,PEontMsdateuslogoDigitaI <br /> 1140 30.8 8.53 1L36 140 37.3 7.70 8.53 3 Signature,Printed Copies of this document are <br /> not <br /> T considered signed and sealed and the signature <br /> 150 35.3 7.88 8.81 ISO F 7.21 7.79 most be verifted on any electronic Copies,2018.01.10 15:55:50-osw <br /> 160 J 40.2 1 7.44 1 &11 1 1 16D 48.6 1 6.49 1 7.05 SHEET 1 OF 1 <br />