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Jt�![I�AJr�' AMERICAN METALS,SUPPLY-ALUMINUM ROOF PANELS PRODUCT APPROVAL DETA EM MR�Gi��*tN 31.19 Queen Palm Dr. . BLDG CODE: 6th'Edition(2017)FLORIDA BUILDING CODE MryG9NW... Tampa,FL'33619 D❑ KI M (813)242-8100 •. HVHZ: NOT FOR USE INHVHZ ._.__..... &ASSOCIATES,LLG LOCR PANELS TO INSTALL •- LIMITS OF.USE: "FOR PATIO USE ONLY.: c o N S U LTI N G -CARPORTS STRUCTURAL '-PATIO COVERS. 'ENGINEERS -SUNROOMS . -SCREEN ENCLOSURES'. - Po Box to= -CANOPIES Tampa,ft 33M RT { -OTHER SIMILAR MINOR STRUCTURES . .. NOt£Si Rev Description 0350' . . 0L,.86" 1. Aluminum roof panels shall be of aluminum alioy,3105-HI or approved cqua1. 0.'s'ss"ro o ( 2.'' Roof panel metal thickness tested OA24"and OA30". Q 3. Product materials conform to ASTM B209.. o ;n 4: 'All inside bcnd.mdi!are 0.047 unlcss'otheiwise noted_ A .5. Standard Manufacturing Tolerances: a o o - Dimension+/-0.005 zJo. Radius+l-.005 °zoo Angle+/-t° N" 6: Product test report for 0.030"and 0.024"Thickness Rolled 3"Riser Roof Panels,Test Report No.: RIB (TYP.) E9946.01401-24,Oct.2,2015:ASTM E336M330M-14.Architectln d Testing,Inc.an Intertek " o company,2250 Massaro Blvd',Tampa,FL 33619. 46 (TYP.) 7. All product performance specifications and conshuction'requirements shall be engineered by,. liccnsoddesign profcssiomel in accordance with rise Alummurn Design Manual,Spec(Jicallons& X. Guidelines for Ataratnum Srmchwes•,if'ashington,DC,forwind resistance in conformance to FBC C, t w Chapter 1 6 for Components and Cladding Loads,ASCE I-10 Chapter 30 for Roof Components and W 5 RIBS PER PANEL,.EOUAIIY SPACED - Cladding for Enclosed and Open Structures.Effective,area for wind load Calculations based on 36. a 0 sq.feet(absolme'value of ixmiolling design press=is shown on span tables). It rn 8.' Span schedule show maximunt ropf panel spans between supports.Max.span deflection limit L/60, LL Cr 9- Mean roof height of structure sball not exceed l5 feet above gmde'Span tables for open structures m (A> . t z.. based oft 5°max.roof slope.Span tables for enclosed structures based,on 27°max.roof slope. z U w 10. -Each roof panel shall be connected per design professional's instructions,but shall have min.of c d O m' g a I=Z) (3)-f110 SMS w/neoprene gasket and'washer at each support point(or other approved connection by .r Z u,¢,- 3"RISER ROOF.PANELS 'design professional)w/min.OA40°thick;6063-T6 aluminum has metal. as 0 OILS a .'tr wow Exposure B ASCE 7-10 Ultimate Design Pressure Span Table Exposure C ASCE 7-SO Ultimate Design Pressure Span Table W 0 .in a 0 OPEN STRUCTURES OPI:NSTRUCIU W, RES : ?. . J.- Wind Speed Design Pressure 0.024"span ft 0.030"s an(ft Wlnd S eed Design Pressure 0.024"s am ft O.t130"s an ft V ❑ M G 110 18.4 10.00 17-00 110 22.2 9.73 17-00 aRAwNar °Y1 - _ 120 21.2 9.85' 12.W 120 25.0 9.313. 12W aP_«EDEW om SCALE AS SHOWN 130 24.8 9.40 12.W" 130 30.0 &67 1L44 DATE 311rb14 140 28.8 8.87 1L58 140 34.8 7.93 8.89 150 33.0 8.17 1111 150 45'39.4 6.94. '. &16 160 37.5 7.68 8.50 160 45. .94 7.45 wY��aw�o�aT'P SEE%IMBE 4P/ ure B' ASCE 7-10 Ultimate Design Pressure Span Table" Exposure C" ASCE 7-10 Ultimate Design Pressure Span Table Do tam CA ENCLOSED ATTACHED STRUCTURES ENCLOSED ATTACHED STRUCTURES r ser'.-a �" 10039;IU'. . Wind Speed Design Pressure 0.024"s an(ft) 0.03W span(ft)' Winds eed Design Pressure 0,024"s en ft) 0.030°s an(ft O'., L33679 .1L0 '19.0 "'1.0.W 12.00 110, 23.0 9.63 12.W - SS GOR10a. (?� 120 226 9.68 V-00 120 -27.3 ' 9.09 11.74 +�,��OIYAL Thfshem hasbeenetecnonicailysdandzeated -'} ,,,.,.,.,,r .1-10-18 130 .26.5 9.19 1183 136 321 8.32 IL21 by Do v.lam,PE on this date using a Digital 140 30.8 853 1L36 140' 37.3- ' 7.70 &53 signature.Pdntedmplesofthisdoometdarenot 'mnslderedsigned andsealedaMthesig�ture 350 .35.3 7.88 8.81 1S0 42.7 7.21, 7.79 . m tbeverakdo�anyaiacm ccopies. Drawing No.-140316 160 40.2 7.44 &11 160 �4&6- 6.49 -7.05 - - zD1aDt.iD 1s3s3a os'oo' SHEET 1 OF 1