HomeMy WebLinkAboutAPPROVED 9 - PLAN DESIGNALUMINUM SCREEN DESIGNMICHAEL THOMPSON4401 VINELAND ROADSUITE A6ORLANDO, FL 32811P.E. # 47509CA#30930BEAM LOAD MAX SPACING(7' 2") X PRESSURE (24.92 PSF)ALUMINUMSCREENDESIGN.COMALUMINUMSCREENDESIGN@YAHOO.COMPHONE: 407-734-1470FAX: 407-734-1790DESIGN STATEMENTSEE MANSARD DETAILMETAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTHTHIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2020 (7TH EDITION)FLORIDA BUILDING CODE FOR OPEN AND SEMI-OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MPH(FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1.CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTIONCONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANSUPRIGHTS ARE ATTACHED TO 6X6 POSTWITH #10 1" 6" FROM ENDS 24" O.C.6X6 POSTS6X6 POSTS ARE ATTACHEDTO 2X8 BEAM W/ (2)3/8" X 6-1/2" CARRIAGE BOLTS TYP.SUPPORT WALL DETAIL6X6 POST IS ATTACHED TOBRACKET WITH (2) 3/8" X 61/2" CARRIAGE BOLTSBRACKET FROM 6X6 IS ATTACHEDTO CONCRETE WITH (2) 1/4" X 2"TAPCONS TYP. ((2) 1/4" X 5"TAPCONS IF THRU PAVERS)((2) #10 2" IF TO WOOD DECK)