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rr• <br /> FOUR SEASONS PRODUCT APPROVAL DETAILS: . <br /> LOU BUILDING PRODUCTS BLDG CODE: 2017 FLORIDA BUILDING CODE <br /> HVHZ: NOT FOR USE IN HVHZ . DO TE i M <br /> • � 6 AHH OCIATEH,LLC <br /> rLLOCKS TO INSTALL _ , <br /> • LIMITS OF USE: FOR PATIO USE ONLY. C O N S U LTI N G <br /> -CARPORTS STRUCTURAL <br /> -PATIO COVERS ENGINEERS <br /> SCREEN S <br /> -SCREEN E ons <br /> ENCLOSURES Po eox loons-CANOPIES Tamp.,FL 33M <br /> -OTHER SIMILAR MINOR STRUCTURES <br /> o.rao^ Notes: •Rar non <br /> n 0 860" . . <br /> o +-� I. Aluminum mofpanois shall be 3105-H24 for 0.024"riser pan panels,3105-1128 for 0.030"riser pan <br /> I I panels,and 3004-1124 for 0.027"and 0.040"Twin Vee panels or approved equal. 0 <br /> 0 FT2. Roof panel metal thickness tested:Nominal 0.024"&0.030". <br /> 0 3. Product materials conform to ASTM B209, <br /> dt 4. All inside bend radii are 0.047 unless otherwise noted <br /> o zoo. -- 5. Standard Manufacturing Tolerances: 0 <br /> o O'200, Dimension+t-0.005 <br /> Radius+/-.005 <br /> ei o x <br /> `+ o RIB (rYP.) N Angle <br /> 6. Product test report for 0.024"and 0.030"Thickness Rolled 3"Riser Roof Panels,Test Report No.: <br /> o- ' (m-} N F7038.02-5401-44,April 20,2016.ASTM E330tE33014-14.Architechusl Testing,Inc,an Intertek <br /> may,, company,2250 Massaro Blvd.,Tampa,FL 33619. <br /> } } 7. All product performance specifications and construction requirements shall be engineered by a Q re <br /> o licensed design professional in accordance with the Aluminum Design Manuel,Specifications& a uj Lu <br /> GuidellinesforAluminum Structures,Wind resistance in conformance to FBC Chapter 16 for c 7 3- <br /> 8 RIBS PER PANEL, [DUALLY SPACED Components and Cladding Loads,ASCE 7-10 Chapter 30 for Roof Components and Cladding for K <br /> Enclosed and Open Structures.Effective area for wind load calculations based on 36 sq.feet m <br /> (absolute value of controlling design pressure is shown on span tables). no w <br /> 12" 8. Span schedule show maximum roof panel spans between supports.Max.span deflection limit L160. m Q U to 9. Mean roof height of structure shall not exceed 15,feet above grade.Span tables for open structures w <br /> er based on 5°max-roof slope.Span tables for enclosed structures based on 27°max.mofslope. ow <br /> 3 RISER ROOF PANELS 10. Each roof panel shall be connected per design professional's instructions,but shall have min of c z u- <br /> (3)-it10 SMS w/neoprene gasket and washer at each support point(or other approved connection by LL O <br /> 'design professional)w/min.0.040"thick,6063-T6 aluminum base metal. f <br /> E1[ ure B ASCE 7-10 Ultimate DesF n Pressure Span Table Ex osure C ' ASCE 7-10 Ultimate Desi ri Pressure Span Table Z ?O'r <br /> .. . OPEN STRUCIUR£s" .. '. - _ UMH <br /> to <br /> Wind Speed' Desl riPressure .- .0.024",s ari ft 0.030"s an ft Winds eed• Desi n'Pressure O £N 0024 an(it) 0.030a an tt W <br /> 110 194 '10.25 22.44'. 210 222 9.38 2161" DRAWN ar om <br /> D <br /> 130 21.z 9.60. 11.71 120 '25.0 &79' 1L20 <br /> 130' ' .24.8. . . 8.84 . . . ' . 1L77. ]30 <br /> CHECKED. DYK <br /> aC/dE: A96aC}MI <br /> 34.8 7.79' 10.68 DATE 11614 <br /> 9.17 <br /> 140 28 8 8 20 20 80 . - 240 34.8 6 81 10.21 . <br /> 150 ,. .33.0 7.19 10.38' 150 <br /> 95 <br /> 39.9 5.78 <br /> 16 <br /> 45.4 4.71'. <br /> .. . . FtA <br /> EK ure B ' ASCE 7-10 Ultimate Design Pressure'Span Table EK osure C� . ASCE 7-20 Ultimate Design Pressure Span Table �y 4r ` <br /> RE 49/B'rC <br /> -- ENCLOSED ATTACHED sTRUCIURES : p0"& OCLA7Ea, <br /> ENCLOSED ATTACHED STRUCTURES.. O ` ; CAe2atel ur <br /> Winds eed Design Pressure 0.024"span(it) 0.030"span ft Winds eed' Design Pressure' 0.024"span(it)- 0.030".span(ft) <br /> 110 d9.0 10.00' 12.25 110 <br /> 23.0 <br /> 120 .. 22.6 9.36 ' .. IL59' .. <br /> _ eoz ioq+e.� <br /> ndW,dm ,beenaec Nq a ea I d <br /> 120 27.3 8.37 �10.94 anda.da,e"a"ys ;w ruu�e ednrea mew:,n,„"• <br /> 265 1149. 1LOS- 130 32.1 7.35 10.48. d°annen<uen° 1de.ee ­d­9cja Wiheasn"+°re <br /> .. 140 - 30.8 7.86 10.60 . . _ M9bevedeed°myelewa,kcodes. <br /> 140' .37.3. 6.35: 9.97' zon.to.tetauxs ar <br /> LSO 35.3 .6.73 10.15 . SStI <br /> d2.7' . .5.239:42 ' <br /> 160' 40.2 -5.73 9.67`, . . .OrawingNo-240316 <br /> 160. 48.6 <br /> 8.84 ' <br /> .. .. . . . . SHF�T 10F2 <br />