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i � AMERICAN: � AMERICAN METALS SUPPLY-ALUMINUM ROOF PANELS PRODUCT APPROVAL DETAILS: D Me�f1��.� -• 3119 Queen Palm Dr. L�RW� Tampa,FL 33619 BLDG CODE: 2014 FLORiDA BUiLDMG CODE .S.UPPLY� �� (8�3)242$700 . gyIIZ; NOT FOR USE IN HVFIZ D❑ K I M _ ,- . &ASSOCIATES.LLC LOCK PANELS TO INSTALL • LIMITS OF USE: FOR PATIO USE ONLY C O N 5 U LTI N G -CARPORTS 5 TR U CTLJ RA L -PATIO COVERS E N G I N E E R 5 -SUNROOMS -SCREEN ENCLOSURES p0 BO%10039 -CANOPIES Tempe,FL 33878 -OTHER SIMILAR MINOR S7RUCTURES o.7so• NOtCS: rsevma oesai tlon n �•_� 1. Aluminum roof panels shall6e of aluminum alloy 3105-H]or approved equal. Qo '�,";;issueo o I I 2• Roof panel metal thickness tested:0.024"and 0.030" Q 3. Product matcrials confortn to ASTM B209. o 'o� � � 4. All insidc bend radii arc 0.047 unless othenvisc noted. Q � o 0 5. Standard Manufacturing Tolerances: � N ozJo, Dimension+/-0.005 � Radius+/-.005 � o.zpo• Mgle+/-/° N _ � � 6. Product test report for 0.030"and 0.024"Thidmess Rolled 3"Riscr Roof Panels,Test Report No. ^o � �R�B (�.) N E9946.01-401-44,Oct.2,2015.ASTM E330/E330M-14.Architectwal Testing,ine.an Intertck � o- � � a5' (TrP.) company,2250 Massaro Blvd.,Tampa,FL 33619. g 7. All product perfoitnance specifications and construction requirements shall be engineered by a � licensed design professional in accordanee with the Aluminum Design Manual,Specifica�ions& �� Guidelines jorAluminvm Structures,Washington,DC,for wind resis[ance in conformance to FBC � 3= oChapter 16 for Componenu and Cladding Loads,ASCE 7-10 Chapter 30 for Roof Components and - W F- 5 RIBS PER PANEL. EOUALLY SPACED Cladding for Enclosed and Open Stiuctures.EtTective ama for wind load calculalions based on 36 a j� sq.feet(absolu[e value of conholling design pressure is shown on span tables). � K�j 8. Span schedule show maximum roof panel spans between supports.Max.span deflec[ion limit L/60. � �W 9 Mean roof height of structure shall not excecd 15 feet above grada Span tables for open shvetures � �> �Z� based on 5°max.roof slope.Span tables for enclosed sttuctures based on 27°ma�c.roof slope. � Z U W ]0. Each roof panel shall be connected per design professional's instivctions,but shall have min.of � a O j (3)-#10 SMS w/neoprene gasket and washer at each support point(or other approved connection by � Z �i Q~ 3' RISER ROOF PANELS d o o a� , design professional)w/min.0.040"thick,6063-T6 aluminum base metal. � p Q a �F� � ��wo� Ex osure B ASCE 7-10 Ultimate Destgn Pressure S an Table Fxposure C ASCE 7-10 Ultimate Desi n Pressure S an Table �Z � �n�p OPEN STRUCiURES OPEN STRUCTURES U O �U� wnd 5 eed Design Pressure 0.024"s an(ft) 0.030"s an(ft) Wind S eed Design Pressure 0.024"span(ft) 0.030"s an(ft) 110 ],$.Q jQ.QQ �.QQ 110 ]Z.2 9.73 12.� DRAWNBY: DVK CHECKED BY: OYK 120 21.2 9.85 12.00 120 25.0 9.38 12.00 SCFLE: ASSHOWN 130 24.8 9.40 1200 130 30.0 8.67 11.44 onTe yia�ia 140 28.8 8.87 1L58 140 34.8 7.93 8.89 150 33.0 8.17 3111 150 39.9 7.46 8.16 =�"%°""' 160 37.5 7.68 8.50 160 45.4 6.44 7.45 � Y• /(� �°sa�e"�^ Ex osure B ASCE 7-10 Ultimate Design Pressure S an Table Exposure C ASCE 7-10 Ultimate Desi n Pressure 5 an Table �: oo aM wr s$c ENCLOSED AITACHED SiRUGTURES ENCLOSED ATTACHED STRUCTi1RE5 �O�. can ea� C oe tooas,W �nd S eed Design Pressure 0.024"s an ft 0.030"s an(ft) Wind S eed Design Pressure 0.024"s an ft) 0.030"s an(ft �O'• �yp��L3987B�!/ 110 19.0 10.00 1200 110 23.0 9.63 12.00 S F�ORIDP ��2 120 22.6 9.68 12.00 120 27.3 9.09 11.74 s��NAL �a_27-15 ]30 26.5 9.19 1183 130 32.1 8.32 11.21 140 30.8 8.53 1L36 140 37.3 7.70 8.53 150 35.3 7.88 8.81 150 42.7 7.21 7•79 Drewing No.-140316 160 40.2 7.44 8.11 160 48.6 6.49 7.05 SHEe7 1 OF1 �