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PRODUCT APPROVAL DETAILS:Fa ✓R SEASONS BLDG CODE: 2017 FLORIDA BUILDING CO DE <br /> BUd_. 11\,J' PRODUCTS <br /> D❑ KIM <br /> •CLOCKS TO INSTALL HVHZ: NOT FOR USE IN HVHZ &ASSOCIATES,LLC <br /> S TO INSTALL <br /> • LMITTS OF USE: FOR PATIO USE ONLY. C C N 5 U LTI N G <br /> -CARPORTS STRUCTURAL <br /> -PATIO COVERS ENGINEERS <br /> -SUNROOMS <br /> -SCREEN ENCLOSURES PO aox 10039 <br /> -CANOPIES T"" 171_336n) <br /> -OTHER SIMILAR MINOR STRUCTURES <br /> 0.750- °60 Notes: R•eAW Oesvl tion <br /> 1. Aluminum roofpanels shall be 3105-H24 for 0.024"tilerpan panels,3105-H28 for 0.030"riser pan <br /> ®'mO1„Issue <br /> panels,and 3004-1124 for 0.027"and 0.040"Twin Vee panels or approved equal. 0 <br /> 2. Roof panel metal thickness tested:Nominal 0.024"&0.030". <br /> 0 3. Product materials conform to ASTM B209. p <br /> it <br /> 4. All inside bend radii ate 0.047 unless otherwise noted. <br /> 5. Standard Manufacturing Tolerances: <br /> Dimension+/-0.005 <br /> Radius+/-.005 <br /> Angle+/-I° <br /> cRID (T'P.) 6. Product test report for 0.024"and 0.030"Thickness Rolled 3"Riser Roof Panels,Test Report No.: <br /> �. (T.P) F7038.02-5401-4,April 20,2016.ASTM P330/Ei30M-14.Arclutecnual Testing,Inc.an batertek <br /> company,2250 Messer,Blvd.,Tampa,FL 33619. v x <br /> 7. All product performance specifications and construction requirements shall be engineered by a Q <br /> licensed design professional in accordance with the Aluminum Design Manual,Specifications& a. Ul <br /> W <br /> o Gu idellinerforAlumin=Souctraes.Wind resistance in conformance to FBC Chapter 16 for C. j H <br /> 5 RIDS PER PANEL EQUALLY SPACED Components and Cladding Loads,ASCE 7-10 Chapter 30 for Roof Components and Cladding for v 0,6 <br /> Enclosed and Open Structures.Effective area for wind load calculations based on 36 sq.feet m LL o) <br /> (absolute value of controlling design pressure is shown on span tables). J W <br /> 12" S. Span schedule show maximum mofpanel spans between supports.Max.span deflection limit IJ60. y Lzu>O <br /> 9. Mean mof height of structure shall not exceed 15 feet above grade.Span tables for open structures m a U W <br /> based on 5"max.mof slope.Span tables for enclosed structures based on 27'max.mof slope. to a.O <br /> 3"RISER ROOF PANELS ID. Each roof panel shall be connected per design professional's instructions,but shall have min.of ZO 0 a <br /> (3)-#10 SMS w/neoprene gasket and washer at each support point(or other approved connection by <br /> design professional)w/min.0.040"thick,6063-T6 aluminum base metal d j <br /> K rn <br /> Exposure B ASCE 7-10 Ultimate Design Pressure Span Table Exposure C ASCE 7-10 Ultimate Design Pressure Span Table W U M 0-00 <br /> OPEN STRUCTURES OPEN STRUCTURES U 0 �Z <br /> Wind Speed Design Pressure 0.024"span(ft) 0.030"span(ft) Wind Speed Design Pressure 0.024"span(ft) 0.030"span(ft) 32 <br /> 110 18.4 10.25 12.44 110 22.2 9.38 11.61 rnAwn Br. Inc <br /> r]IECKEa lr/: l <br /> 120 21.2 9.60 11.71 120 25.0 8.79 11.20 <br /> SCALE AS SIgWN <br /> 130 24.8 8.84 11.17 130 30.0 7.79 10.68 atE: WIW14 <br /> 140 28.8 8.10 10.80 1 140 34.8 6.81 10.21 <br /> 150 33.0 7.19 10.38 150 39.9 5.78 9.17 1 0 Y.3;.k'�cg� <br /> 160 37.5 6.27 9.95 160 45.4 4.71 9.15 Q,.•wjCENgF•;ry ti <br /> FLA REG.NUMB <br /> * all�Ar <br /> Exposure B 1ASCE 7-10 Ultimate Design Pressure Span Table Exposure C ASCE 7-10 Ultimate Design Pressure Span Table Fpp-Rpp s TEq}� <br /> ENCLOSED(ATTACHED)STRUCTURES ENCLOSED ATTACHED STRUCTURES $ T :•�� <br /> POanx toO,sQy <br /> Wind Speed Design Pressure 0.024"span(ft) 0.030"span(ft) Wind Speed Design Pressure 0.024"span(ft) 0.030"span(ft) Ft• FFifi �` <br /> 110 19.0 10.00 12.25 110 23.0 9.21 11.18 <br /> m:nemna:teeneD,g.1 w.as,eea"d:eal pq 1.+i�bt <br /> 120 22.6 9.30 11.59 120 27.3 8.37 10.94 onth mte"sng a Digitaledag"e.P,dn ofd is w <br /> davnent a,e,KKonside.ed agr,edard,eakd dthe"grewre <br /> 130 26.5 8.49 11.05 130 32.1 7.35 10.48 m"n ne­see ona"yelen.oaK<ope,. <br /> 140 30.8 7.86 10.60 140 37.3 6.35 9.97 20,.lo.ta lonnocna <br /> 150 35.3 6.73 10.15 150 42.7 5.23 9.42 Drawing No.-240316 <br /> 160 1 40.2 j 5.73 1 9.67 160 48.6 8.94 SHEET t OF 2 <br />