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A ICAN AMERICAN METALS SUPPLY-ALUMINUM ROOF PANELS {MML1 E 3119'Queen Palm Dr. {S�I Tampa,FL 33619 _ E.osU. 8 ASCE 7.15 Ultimate Design Pressure S an Table TRoof5lo a ExposureC ASCE 7.16 ultimate Design Pressure 5 an Table 5'Roof Slo e SUPLI.. r (S73)242-S100 OPENSTRUCTURES CLEAR WIND OPEN STRUCTURES CLEAR WIND FtO t� t e +-•- --- -� l ,.WindSpeed Design Pressure ,0.024"s an k 0.030"s an k Onds eed' ,Oesl nPressure 0.024"s an Ft O,p30"s an ft E)� ^:1 M _ lip +18.2/-16.6 10.0 '12.0 130 +27.2/-24,7 9.60 11.30 fi ABBLICIATEB,LLC 120, +21.7/-19.7 9.8 11.9 120 +32.4f-29.4 gDo 9•70 _ 1W +25.5J-23.2 9.6 - •11.1. 130 .+38.Oj-3a.5 s.zo 9.oD : C O N S U LTI N S- I j LOCK PANELS TO INSTALL 140' +29.5/-26.9 9.3 '10.0 140 +44.1/•44.1 7.80 800 STRUCTURAL I50 +33.9/-30,8 8.5 9.6 250 +50.6/-46 6.B0 7.70 ENGINEERS i lE0 +38.6/-35.1 160 +57.61-52.3 6.00 6.50 1 � PO BOX 10039 ' Tampe,FL 33879 E�posure lt .ASCE 7-16 Ultimate Design Pressures an Table 5'Rotlf Sloe Ex sure C JASCE 7-10 Ultimate Design Pressure Span Table 5'Roof Slo e OPENSTRUCTUIEs ossmetED INDf PAIMA&MYOPENSTRUCrU .OPEN MUMPES 12 DWINDFLOW&PARrAtLYOPENSTRUCTURES Rev _ Das�IpNon Wind Speed Oesl n Pressure- .0.024"s n ft. 0.030"s an ft Wind 5 eed Design Pressure 0.02V s an ft- 0.030"s an ft .° +..._._:..._......_._...__- -. 210 +8.9/-14.5 10.0 12.0 - ° ISSUE S30• +13.3-29.1 9.Q0' 9.50 QI°0'° 120 +10.61-23.2 9.7 12.0' 120 +75. -34.6 8.20 8•80 suetl m 0RI0N 130 a>zo recPaoouor • +12.5/-27.3 9.2 9.9 130 +LB,fi/-40.7- .7.50 8AD Q� APcaov 140 +145/-32,6 8.8 9.5 340 +2I.6/•47.1 6.6p 7.10 Q} PRODUCT APPROVAL,DETAILS: 35p +16.6/-36.3 &0 8.8 150 +24.8/-54.1 5.60 6.00 BLDG CODE: 7th Edition(2020)FLORIDA BUILDING CODE 160 +18 9/41.3 7.4 8.2 160 +28.2/-61.6 5.00 5.00 of ( Exposure ASCE 7.26 Ultimate Design Pressure S an Table Lr Roof Sloe Ex sure' 2'R C ASCE 7.16 Ultimate Design an Table ioofslo LIMITS OF USE: FOR PATIO USE ONLY. 1 QI 1 IiVHZ: NOT FOR USE IN HVHZ OPEN STRUCTURES QEARWINDFLOW Pe OPEN STRU[1UpFs CIFAR WIND FLOW WIn11 Speed DesignPressure 0.024"s an tt 0.030's an k Winds Speed DesignPressure 0.024"s an k 0.030s an ft 0 •+16.1/44.6 10.0' 17.0 110 +24.o%21.s 9.6 1L5 -CARPORTS 12p +19.1/^17,4 30.0 12.0 120 +28.5/-26.0 9.4 30.2 -PATIO COVERS ]30 +22.4/-20.5 0. 12.0 120 +33.5/-90.5 9.4 9.6 -SCREEN E S 340 +26.01-23.7 9.6 .1L3 140 +38.8/-35.4 &1 &9 _ F U) -SCREEN ENCLOSURES 150 '+299J-27.2 9.3 9.9 I50 +44.6/^40.6. 7.4 &o c Lu -CANOPIES 160 +34.0/-3L0 8.8 9.4 160 +50.7/-46.2 6.9 7.6 - H -OTHER SIMILAR MINOR STRUCTURES n ?m Notes: Ex ure8 ASCE 7-SO Ultimate Desi nPre55ure5 an Table 12'Roof Sfo Ex osureG ASCE 7-IO Ultimate Desi nPressureS an Table L2'RooiSio r!3 0 It X i. Aluminum roDfpanelS shall be OfalUmlOum alloy 3105-HI or approVedegnal. OPEN STRUCTURES OBSTRUCTED WIND FLOW&PARTLALLY OPEN STRUCNRES OPENSTRUCTURES O UCTED WIND FLOW&PAHnALLYOPEN STRUCTURES N tL Lu 2. Roof panel metal thickness tested:0.024"and 0.030". Wind Speed Desl n Pressure D.024"span k 0.030"span Ik Wind 5 eod Desl nPressure D.024"s an ft1 O.o3D"s an ft L j 3. Product materials conform to ASTM 8209. 230 .+ZOJ-16.3 10.0 12,0 110 +10.5J-24.3 9.5 iza e W 5 to Q to 4. StaAllndard inside bend radii are Toler unless otherwise noted. 120 +6.3J-19,4 10.0 12.0. 120 +12.5/-29.0 9.0 9.6 t� a 0 5. Standard Manufacturing Tolerances: 130 +9.8/-22,8 9,7 120 330 +14.6-34,0 8.2 89 e Z L 4~ Dimension+/-0.005 140 +11.4/-2&4 9.3 11.8 140 +16.9/•39.4 7.8 &1 a) 0 O. RadinS+1-.(}0$ S50I+13.0/-30.4 89 9.5 150 +S9.SI^45.3 6.9 7,5 Q a.a. I- Angle+I-I° 16D +14.81-34.5 &2' S.9 .16D 22^1/-51.5 6.1 fi.6 F - (� �M 03 6. Product test report for 0.030'and 0.024"Thickness Rolled 3"Riser Roof Panels,Test Report No.: Z U ' a O W E9946.01.401-44,Oct.2,2015.ASTM E330/E330M-14.Architectural Testing,Inc.an Intertek company,2250 Massaro Blvd.,Tampa,FL 33619. C3 0 7. All product performance specifications and construction r11RAWNB11, on requirements shall be engineered by a licensed design professional in accordance with the Aluminum Design Manual,Specifications& u �1-Guidetines fSHOWN orAkrminum Structures.Washington.DC,for wind resistance in conformance to FBC �Chapter 16 for Components and Cladding Loads,ASCE-SEI 7-16 Chapter 30 for Raaf Components and Cladding for Open Buildings and Partially Open Buildings.Effective area for wind load 1 � calculations based on 36 sq.feet. 8. Clear wind flow denotes relatively unobstructed wind flow blockage less than or equal to 50%. `. .. Cti.Y' % . '`S�D'Yltffkfl8d;'P?E�. •<, Obstructed wind flow denotes objects below roof inhibiting wind flow(>50%blockage)as defined ;FLA'R'66kIf."a ta97 byASCE/SEr7.16. \-7. .run tm,.; z: 97 9. Span schedule show maximum roof panel spans between supports.Interpolation between span _ fJ 11 .tn,_I f _ Klnt a nss'ocjnTEs., values is permitted.Max:span deflection limit L/60. �� '+ 3p.. cnr2ssat. .' = as,P §M?a 10. Mean roof height of structure shall not exceed 15 feet above grade.Span tables for open structures oI :FdTaLOPaL)�y ` based on 1.2° L (/ONai (+"per foot)&5°max.roof slope.For spans for slope values not shown,linear interpolation is permitted. s rues oE°e.Nt4 Le Ll s=acsn 11. Each roof panel shall be connected per design professional's instructions,but shall have min.of, 019 W b Do Y51 ra° (3)-#10 SMS w/neoprene gasket and washer along supports(or other approved connection by design bale professional)wt min.0^040"thick,6063-T6 aluminum base metal. Support beams shall be i°---.- K�w{_ *%L "', tr29. rawing No.-140316 D provided on edge panels parallel to panel span. 3"RISER ROOF.PANELS' 090° �---------- - �. 'SHEET 1 OF 1