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HomeMy WebLinkAboutALUMINUM SCREEN DESIGNALUMINUM SCREEN DESIGN BEAM IS ATTACHED TO UPRIGHTS WITH (8) # 10 1" ON EACH SIDE OF BEAM 3" INSULATED PANELS ARE ATTACHI TO ALUMINUM STRUCTURE WITH (4) #10 4" PER PANEL OR 6" FROM ENDS 24" O.C. TYP. 2X3 CHAIR RAILS & GIRTS ARE ATTACHED WITH INTERNAL CLIPS WITH (4) #10 1 ", CAPRI CLIPPED WITH (8) # 10 1 ", OR BLIND SCREWED WITH (3) #10 2" 2X4 OR GREATER BEAMS UP TO 15' ARE STITCHED TOGETHER WITH #10 1" 6" FROM ENDS 24" O.C. 1X2 BOTTOM PLATE IS ATTACHED TO CONCRETE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. 2 X 2 X 1/8" ANGLE SCREWED INTO EACH SIDE OF BEAM WITH (2) #10 1" & INTO CONCRETE WITH (1) 2-1/4" X 1/4" TAPCON ALUMINUMSCREENDESIGN.COM ALUMINUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 3" C CHANNEL IS ATTACHED THRU FASCIA INTO RAFTER TAILS WITH # 10 2" 6" FROM DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-175 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH 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 117 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 CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS ;D TO X3 S ATTACHED !-1/4" X 1/4" MICHAEL THOMPSON 4401 VINELAND ROAD SUITE A6 ORLAND FL 32811 47509 n A J17 nn? n 1� ALUMINUM SCREEN DESIGN 7 3X2 1X2 SIDE WALL DETAIL T INSULATED STRUCTURE WITANELS ARE H (4) # 10 4" PER PANEL OR 6" FROM ENDS 24" O.C. TYP. —I - —2X5-BEAM- - - - O N N N r-i _ CIO �H oa � t7 A N x o� IX2 BOTTOM PLATE IS ATTACHED TO UPRIGHTS WITH CAPRI CLIP WITH (4) #10 1" OR BLIND SCREWED WITH (2) uin �" nr_n 0mo GUTTER & FASCIA DETAIL EXTRUDED FASCIA IS ATTACHED TO 3" INSULATED ROOF WITH 910 1" 6" FROM ENDS 24" O.C. EXTRUDED GUTTER IS ATTACHED TO 3" INSULATED ROOF WITH #10 1" 6" FROM ENDS 24" O.C. 2X2 POST .046 OR GREATER 2 HINGE HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH 910 1" 6" FROM ENDS 24" O.C. M© i ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON ALUMINUMSCREENDESIGN METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH SUITE A6 Q@YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH EDITION) PHONE: 407-734-1470 FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MPH 411, ®,-FL 32811 (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. P.E. # 47509 FAX: 407-73 4-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS CA#3 093 0