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Home My WebLink AboutAluminum Screen DesignALUMINUM SCREEN DESIGN SIDE wALLCONNECTION DETAILS WHEN PURLIN DOESNT HIT POST = TOP PLATE LSATTACHEDTO = PURLIN WITH 2 e104' THRU _tl� Pl - U13'AQ FROM WALLTOBEAM SMBBEANISNOTCHED DCFASTENEDTD2M WI-12I-L:' 6' FROM UMrHTS24.O.C. SIDE WALL CONNECTION DETAILSAIIEN PURIAI DDM7 HIT POST PURLINS ATTACHED TO BEAM W/ 4 4101-M SMS, PLACE WASHER 2X3 WIND BRACE IS TOE NAILE ALUMINUM STRUCTURE NV17H C CHANNEL ATTAC HES UPRIGHT ro 7OPPIATA3112H4'DITO OPP o S PLANS AND ALL ?�(�a()q�'W E UPRRiHTES%T i'4'LNIOTOP PLATES 2%4 NOTCNEDroPTP EDGE RF,Q I IL�sN :r'1 hi y! � I�� +i1''•:`,/-f ��T� ` " MY E NECESSARY IN 01RORR T� = 0A l,Y WITH A. APPWC-;0a C0A _3 o J L V ER ST. LUCIE COUNTY BUILDING DIVISION REVIrz W 2 D 4b1 FOR COM CE s;-v:'—DNED I3`r PLANS ANIY PEROT MUST A9 KIAI T ON JOB OR :-D INMO-T-10H WILL Off MADE U-3.'A-2 UPRIGHT TO BEAM SMB BEAM IS NOTCHED EIA-2 TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL 2X8 52 i-e ES NOT 1. GUSSET DIMENSIONS ARE MQQIMUM 16' ON BOTH SIDE OF BEAM, MAYBE INTERNAL OR EXTERNAL 2. AS BEAM SIZE CHANGES ADD OR SUBTRACT TO MAWAIN A 1-1/4" O.C. SCREW SPACING 3. GUSSET LENGTH REMAINS CONSTANT, WIDTHS CHANGE TO MATCH BEAM SIZE PURLINS ATTACHED TO BEAM W/ 4 912 I-M SMS, PLAC);VASHER :wice.,- �},�o� 17rm 2. AS BEAM SIZE CHANGES ADD OR SUBTRACTTO MAINTAL,1 A 1-1/4' O.0 - SCREW SPACING ?. GUSSET LENGTH REMAINS CONSTANT, WIDTHS CHANGE TO MATCH BEAM SIZE ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON ALLT1vJQNUMSCREENDESIGN ALL TAMETAL Is .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND "ROAD PCONS SHALL PROVIDE MINIMUM OF 1 I/8" EMBEDMENT DEPTH @YAHOO.COM J ol IDS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) 'SUITE A6 PHONE: 407-734-1470 1 ti5916D 01`150 MPH ( OR SECOND GUSTS) NOMINAL SPEED 1DING CODE FOR OPEN 17MPH UP TO A I5FF ROD SEMI -OPEN OF STRUCTURES A TOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. O�'ANT�O L 3 2811 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION �E. # 47509 FAX: 407-734-1790 CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS CA#30930 NCE,ALED FASTENERS OR AMCHMENTS ARE THE RESPONSISIM OF THE CONTRACTOR OF RECORD ALUMINUM SCREEN DESIGN U-4/A-2 SLOPED PURLIN CONNECTION DETAIL 2X2 TOP PLATE IS ATTACHED TO 2X2 PURLIN WTTH 2 910 4" THRU 1 X2 FASTENED TO 2X2 W/ 9121-1/2" 6" FROM UPRIGHTS 24" O.C. F 2X2 INTERNALLY SCREWED THRU BEAM \Y/ 3 d 10 1-112' 1X2 FASTENED T02X2 W/ PERIMETER SNAP LOCI: 4 912 3/4' INTO GUSSET PLA' O IX2 ANGLE ON EACH SIDE OF BEAM & ATTACHED WTTH 4 d 121" PER SIDE ROOF BEAM U-1/A-2 SELF MATING UPRIGHT DETAILS SIDE WALL CONNECTION DETAILS WHEN PURLIN DOESNT HIT POST 0 C CHANNEL ATTACHES UPRIGHT TO 0 TOP PLATES WITH 4 912 3/4" INTO UPRIGHT $ 3 912 3/4" INTO TOP PLATES 0 0 1X2 INTERNALLY SCREWED THRU UPRIGHT W/ 2 # 10 X 1-1/2" FASTEN 1X2 TO CONCRETE W/ 3" X 1/4" SCREW CONCRETE ANCHOR 6" FROM UPRIGHT 24" O.C. 2X2 IS ATTACHED TO BLOCK STRUCTURE WITH 4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. 2X2 ANGLE IS ATTACHED TO BEAM WITH (2) # 12 1" & INTO BLOCK WITH 2-1/4" X 1/4" TAPCON MIN 4" SLAB 2500MIN a" SLAB 25o0 PSI I D UPRIGHT SHALL BE STITCHED W/ # 12 X 5/8" 6" FROM ENDS 24" O.C. ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON ALUMINUMSCREENDESIGN METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-TS 4401 VINELAND ROAD ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH SUITE A6 �Q YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) PHONE: 407-734-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORLA / 1 O, FL 32811 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. P.E. # 47509 FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION Zi CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDMONS DIFFER FROM CONSTRUCTION PLANS CA#3 093 0 ALUMINUM C� Y CABLE DET 0 0 0 I` 0 0 0 � 2X2 IS ATTACHED TO ROOF BEAM K \ 0 00 11 WITH 2 # 10 2" PER SIDE SMB O O 000 o A .0001 0 1/8" THICK ANGLE BRACKET 0 CUT FROM I" X 5" ANGLE ATTACHED TO UPRITE AND GIRT WITH 6 #12 F /\\Z I U-5/A-3 GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL 10 0 0 0 2X2 ANGLE IS ATTACHED TO GUTTER 5/16" EYE BOLT WELDED & ROOF BEAM WITH 3 #12 1" PER / CLOSED WITH DOUBLE NUTS SIDE OF BEAM 2X2 POST .046 OR GREATER COMPRESSION SLEEVE EACH C WII.L SUPPORT 227.5 S ARE FEET OF WALL 1/8' AIMLESS AREA NMI I L F�m v"O F "TIN V STEE ABLE 12'to ]4' SIDE VIEW I // COMPRESSION SLEEVE COPRESSION 3"A.S.T.M. A-36 STEEL CLIP SLEEVE WITH 2 2 1/4"XI/4 TAPCONS_ /4�5M • ANCHGWED wo mNCRE7E Y4- FROM A AS.T A-N-,6 L CLIP 2 2 1/ 4 TAPCONS — IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE HOMEOWNER THATCABLES AND CABLE ATTACHMENT MUST BE INSPECTED BY THE HOMEOWNER AT LEAST TWICE A YEAR TO ELIMINATE ANY DEFICIENCIES ASSOCIATED WITH TENSION SLACK AND/OR CORROSION AND IF NECESSARY TO MAKE CORRECTIVE REPAIRS TO MAINTAIN THE CABLE FULL TENSION (NO SLACK) DESIGNED FOR STRUCTURAL LATERAL STABILITY 2 HINGE 1" GUTTER STRAP IS ATTACHED TO GUTTER WITH #10 1" & INTO FASCIA WITH # 10 2" PER STRAP HINGE LOCATIONS DOOR FULL Z OR DOOR JAM STANDARD EACH DOOR IS SCREWED INTO UPRIGHTS WITH # 101" SCREWES 24" O.C. ALUNIINUMSCREENDESIGN.COM DESIGN STATEMENT- MICHAEL THOMPSON ALLT1vl[INUMSCREENDESIGN METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH SUITE A6 @YAHOO. COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (STH EDITION) PHONE: 407-734-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORLANDO, FL 32811 1 If - 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. P.E. # 475 09 FAX: 407-734-1790 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 ALUMINUM SCREEN DESIGN SIDE WALL DETAIL IX2 X2 TOP PLATE IS ATTACHED TO 2X2 VALL BEAM WITH 912 2" 6" FROM .NDS 24" O.C. 2X4 BEAM 1X2 BOTTOM PLATE IS ATTACHED TO UPRIGHTS WITH CAPRI CLIP WITH (4) 910 1" OR BLIND SCREWED WITH (2) 1X2 K BRACING DETAIL PLATE " INTO " PLATE 1" INTO ALUMINUMIJ SCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON ALL�VI[INUM� SCREENDESIGN METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH SUITE A6 @YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) PHONE: 407-734-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND �RLANDO, FL 32811 FAX: 407-734-1790 SPEEDS OF CONTRACTOR SHALL FIELD VERIFYOMINAL SPEED ALL PLANS DI 1MENSIO PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONST U H UP TO A 15FF ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, TION��RY 1 P,E. # 47509 CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS CA#30930,