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r FOUR S E A S C�[� . .PRODUCT APPROVAL DETAILS: ((]]� �` • BLDG CODE: 2017 FLORIDA BUILDING CODE BUILDING PRODUCTS . HVHZ: NOT FOR USE INHVHZ &AD❑IAKgIMLLD LOCK PANELS TO INSTALL . .. LIMITS OF USE: FOR PATIO USE ONLY. C O N S U LTI N G 1 CARPORTS STRUCTURAL -PATIO COVERS ENGINEERS SUNROOMS -SCREEN ENCLOSURES PO sox 10039 -CANOPIES Tampa,FL 33979 -OTHER SIMILAR MINOR STRUCTURES" 0.750" Notes: Rw w De saa , 1. Aluminum roof panels shall be 3105-H24 for 0.024"riser pan panels,3105-H28 for 0.030"riser pan 0" 1 o �1ED panels,and 3004-H24 for 0.027"and 0.040"Twig Vee panels or approved equal.� 0 2. Roof panel metal thickness tested:Nominal 0.024"&0.030". . m o 3. Product materials conform to ASTM B209. p 6i, 4. All inside bend radii are 0.047 unless otherwise noted o. 5. Standard Manufacturing Tolerances: o 0.2po, _ Dimension+/-0.005 Radius+/-.005 N N RIB company, Angle+/-'1' 0 0 6. Product test report for 0.024"and 0.030"Thickness Rolled 3"Riser Roof Panels,Test Report No.: . .�• (TYP.) F7038.02-5401-04,April 20,2016.ASTM E330/E330M-14.Architectural Testing,Inc.an Intertek g company,2250 Massaro Blvd,Tampa,FL 33619. _ 7. All product performance specifications and construction requirements shall be engineered by a o C licensed design professional in accordance with the Aluminum Design Manual,Specifications& EL W W GuidellinesforAluminum Stmctwes.Wind resistance in conformance to FBC Chapter 16 for c In F 5 RIBS PER PANEL, EQUALLY SPACED Components and Claddin LOads,ASCE?-10 'o W a po g Chapter 30 for]toof Components and Cladding for tY e .. - Enclosed and Open Structures.Effective area for wind load calculations based on 36 sq.feet m. LL O y (absolute value of controlling design pressure is shown on span tables). c !3 w 12• 8. Span schedule show maximum roof panel spans between supports.Max.span deflection limit L/60. y ur> 9. Mean roof height of structure shall not exceed 15 feet above grade.Span tables for open structures a1Oi U W based on 5"max.roof elope.Span tables for enclosed structures based on 27"max.roof slope. LL 3"RISER ROOF PANELS 10. Each roof panel shall be connected per design professional's instructions,but shall have min.of o Z o¢U (3)-#10 SMS w/neoprene gasket and washer at each support point(or other approved connection by u- .0 of a D design professional)w/min.0.040"thick,'6063-T6 aluminum base metal. a F of Ex 4isure B 1ASCE 7-10 Ultimate"Design Pressure Span Table ' Eti osure C ASCE 7-10 Ultimate Design Pressure Span Table W U a p OPEN STRUCTURES' .. . ... : ... OPEN STRUCTURES. . .. . . J to Wind Speed Design Pressure iw!H "s an ft Wind Speed ' " Design Pressure 0.024"so an ift 0.030':span ft U O 210. .. 18.4 .12.44, 110 ..22.2 9.38 11.61 - DRAWN BY. uvx.120 '21.2. 11.71 120 25.0. 8.79 11.20g1EC10:D BY: DYK SGLLE. ASSHOWN130 - .24.8 11.17 13030.0 7.79 10.68 DAZE a4e u140 28.8 20.80 140 34.8' 6.81 10,21 150 33.0 ' .10.38'. 1SO39.9 - b.78 - 9.1ZY160 37.5. 9.95 160 45.4 .4.71 9.15. 0. . - DO.YEONaIM.P.E.r= FLA.REG.NUMBER'49497' 1, Exposure B JASCE 7-10 Ultimate.Design Pressure Span Table Exposure C .. ASCE 7-10 Ultimate Design Pressure Span Table, -a: i ENCLOSED ATTACHED STRUCTURES 'ENCLO TTACHED STRUCTURES _ aCAN 26�97TE��c n;o DO SED A .. 'O' "•� aoxrom Wind Speed Design Pressure 0.024"s an ft) 0.030"span ft Wlnd S eed Design Pressuie 0.024".s an ft 0.030"s an eft F[ Pp R 110 19.0 10.00 .. 12.25 110 23.0 9.21 11. i d seal yp A 2 .6 9.30 11. ThislremhaiheenNRsoNallysgnedan D120 . . . << 120. on this date using,M9luisi9n-m.Pdmed<"pp ftu, 130 26.5. 8.49 11.05 130 32.1, 7.35 10.48 9 dsxusnensarenaw yele renIccdand sea eda dsheu suture muss beuerified on anY Hearonlcmpes. 240''"• 30.8 7.86- 10.60, 140, ,37.3 6.35: 9.97• mn.4o.19ious9o4ar 150 35.3 6.73 10.15 . 150 42.7" 5.23 9.42 160' 40.2 5.73 ". 9.67" 160 48.6 884 "" Drawing No' 240376 . .. ,_ - SHEET 1 OF 2 � ,