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�- <br /> AMERICAN METALS SUPPLY-ALUMINUM ROOF PANELS *, <br /> AMERICAN: � s��s queen Pa�m ur. PRODUCT APPROVAL DETAILS: � <br /> M�S ... <br /> � Tampa,FL 33619 • BLDG CODE: 2014 FLORIDA BUILDiNG CODE • <br /> SUPPLY� �� 1813)242-8100 , �o K 1 M <br /> - - HVHZ: NOTFORUSEINHVHZ &ASSOCIAt�'3,LLC <br /> LOCK PANELS TO INSTALL <br /> • LIMITS OF USE: FOR PATIO USE ONLY C O N 5 U LTI N G <br /> -CARPORTS STR u CTU RAL <br /> -PATIO COVERS E N G I N E E R S <br /> -SUNROOMS <br /> -SCREEN ENCLOSURES PO BOX 10039 <br /> -CANOPIES Tamva.�a�s i <br /> -OTHER SIMII.AR MINOR STRUCTURES ' <br /> o.7so' NOtQS: ae�mat oescri dan <br /> ^ o.ae0" 1. Aluminum roof panels shall be of aluminum alloy 3105-H1 or approved equal. Qo m;s�ssueo <br /> o � 2. Roof pancl mctal thickness tested:0.024"and 0.030". Q <br /> 3. Product matcrials conform to AST'M B209. <br /> o � � 'n 4. All inside bcnd radii aro 0.047 unlcss othcnvisc notcd. 0 <br /> 0 0 0 5. Standazd ManuCacturing Tolecances: <br /> Dimension+/-0.005 0 <br /> � in 0.ZJ0• <br /> o Zo . Itadlus t/-,005 Q <br /> � Mgle+/-1° <br /> � �' Rie ttp.) � 6• Product test report for 0.030"and 0.024"Thiclrness Rolled 3"Riser Roof Panels,Test Report No. <br /> py o � � � N E9946.01-401-44,Oct.2,2015.ASTM E330/E330M-14.Architcchual Testing,Inc.an Intertek � <br /> � /45, �n,P� company,2250 Massazo Bivd.,Tampa,FL 33619, g <br /> 7. All product perfonnance specifications and construction requirements shall be engineered by a � <br /> ' licensed design professional in accordanee with the Aluminum Design Manual,Specifica�inru& 2� <br /> � Guide(rnesjorAlumrnum Shucrures,Warhingron,DC,forwind resistance in confovnance to FBC � �_ <br /> o • Chapter 16 for Companents and Cladding Loads,ASCE 7-]0 Chapter 30 far Roof Components and - W F <br /> 5 RIBS PER PaNEL, EQUALLY SPACED Cladding fot Enclosed and Open SWclures.Effeclive arca for wind load calculalions based on 36 a j� <br /> sq,fec[(absolute value of controlling dcsign prossure is shown on span tables). � �� <br /> t/1 <br /> 8. Span schcdule show maximum roof panel spans betwccn supports.Max.span deflec[ion limit L/60. � �W <br /> 9 Mean mof height of structuro shall not cxcecd 15 feet above gadc.Span tables for open structutes 1° N> <br /> �2, based on 5°max.roof slopc.Span tables for encloscd shvchues based on 27°max.roof slope. � WZ V W <br /> n 'O 38-tl10 SMS w/neo":ene�asket and washe�at eachssu noR'oint or therua Sh oved conn cH n b � a O� <br /> 3 RISER ROOF PANELS �� p � pP p � pp y � Z a a o <br /> design professional)w/min.0.040"thick,6063-T6 alucninum base metal. O � <br /> Q a �F� <br /> Ex osure B ASCE 7-SO Ultimate Desl n Pressure S an Table Fx osure C ASCE 7-10 Ultimate Desi n Pressure S an Table Z � W O� <br /> U �n a p <br /> OPEN SiRUCTURES OPEN STRUCNRES � W ��Z <br /> Wind S eed Design Pressure 0.024"s an(ft) 0.030"s an(ft) Wind S eed Deslgn Pressure 0.024"s an(ft 0.030"s an(ft) U � �V� <br /> SSO SH.4 SO.00 12.00 1SO 22,Z 9,73 S2,OO DRAWN BV: DYN <br /> 120 21.2 9.85 12.00 120 25.0 9.38 u.pp c�c�oev: om <br /> scn�e nssnoww <br /> 130 ]A.8 9.40 12.00 130 30.0 8.67 11.44 onre: 3na��a <br /> 140 28.8 8.87 1158 140 34.8 7.93 &89 <br /> ]50 33.0 8.17 iLll 350 39.9 7.46 8.16 .°^. <br /> 160 37.5 7.68 8.50 160 45.4 6.94 7.45 O Y �p <br /> Q�q6F�[�8,KI8�6. <br /> �o.Ste�Td <br /> Fx sure B ASCE 7-10 Ultimate Design Pressure S an Table Ex osure C ASCE 7-10 Ultimate Design Pressure 5 an Table * � oo wM w �,� <br /> ENCLOSED A7TACHED STRUCTURFS ENCLOSED A77ACHE0 STRUCil1RF5 �� caa ee� '� <br /> p '�o s iooae;w <br /> Wind S eed Desi n Pressure 0.024"s an(ft 0.030"s an ft Wind S eed Desi n Pressure 0.024"s an ft) 0.030"s an(ft O'• �,F�ais�e=�4 <br /> 110 ]9.0 10.00 12.00 110 23.0 9.63 12.00 F�ORIOP � <br /> 120 22.6 9.68 1200 120 27.3 9.09 1174 SS��NAL �a� <br /> 130 26.5 9.19 1183 ]30 32.1 892 iL21 -27-15 <br /> 140 30.8 &53 1136 140 37.3 7.70 &53 <br /> 150 35.3 7.88 8.81 150 42.7 7.21 7.79 Drawing No.-140316 <br /> 160 40.2 7.44 8.11 160 48.6 6.49 7.05 sHee7 7 OF t <br />