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Home My WebLink AboutConstruction PlansALUMINUM SCREEN DESIGN TO BEAM W/ PURLINSA , PLACE (3) #10 2" SMSPLACE WASHER UNDER SCREW IN GUSSET CORNER I"GUTTER STRAP IS ATTACHED T TO GUTTER WITH #101" & INTO FASCIA WITH 910 2" PER STRAP 24" O.C. MAX 4" FROM EACH UPRIGHT 10 # 10 S 1-1/4 O.C. BEAM TO FASCIA • • SEE GENERAL NOTES • • • • & DESIGN STANDARD • • • FOR ADDITIONAL • • • • INFORMATION TYP. • • SUB • • G w NOTES • a 1. GUSSET DIMENSIONS ARE MINIMUM x 8" ON BOTH SIDE OF BEAM, MAY BE Q INTERNAL OR EXTERNAL 2. AS BEAM SIZE CHANGES ADD OR /0 �^ SUBTRACT TO MAINTAIN A I-I/4" O.C. SCREW SPACING W/(10) SCREWS 3. GUSSET LENGTH REMAINS CONSTANT, 0 WIDTHS CHANGE TO MATCH BEAM SIZE 3/16" GUSSET 10 #10 SMS 1-1/4 O.C. BEAM IS ATTACHED TO GUTTER W/ • • 2X2X1/8" ANGLE & (4) #10 1" PER SIDE BEAM TO WALL • • is • • 2X21S ATTACHED TO STRUCTURE W/ • • • • • • 4" X 1/4" TAPCONS (#10 4" IF TO WOOD STRUCTURE) 6" FROM ENDS 24" O.C. • • • • • • 2X2 ANGLE IS ATTACHED TO BEAM WITH (2) # 10 1" & INTO BLOCK WITH 2-1/4" X 1/4" TAPCON ALUNIINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON AL IS.046 THICKNESS OR GATER, ALLOY IS 6005-T5 ALUIVIINUMSCREENDESIGN SHALL 1 4401 VINELAND ROAD ALL TAPCONS PROVIDE MINIMUM OF 1/8" CONCRETE EMBEDMENT DEPTH SUITE A6 @YAHOO.COM THIS IN ACORDANCE TO MEET THE THE HN BEEN DESIGNESTRUCTURES ORLANDO, FL 32811 PHONE: 407-734-1470 FLORIDA BUILDING CODE FOSTRUR OPEE AND SEMI -OPEN AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MPH FAX: 407-734-1790 (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF L0, AND EXPOSURE C, RISK CATEGORY 1. P.E. # 475 U9 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTIO IF CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS CA#30930 ALUMINUM SCREEN DESIGNI SIDE WALL CONNECTION DETAILS WHEN PURLIN DOESNT HIT POST 2X2 ROOF PURLIN / 2X2 TOP PLATE IS ATTACHED TO / 2X2 PURLIN WITH (2) #10 4" THRU C / BEAM INTO PURLIN EMBOSS DOOR FULL OR DOOR JAM STANDARD 2X3 POST OR DOORJAMB 5 m 02 HINGE DOOR c� y ` O z EACH DOOR IS SCREWED INTO UPRIGHTS WITH 910 1" SCREWES 24" O.C. ALUNUNUMSCREENDESIGN.COM ALUNHNUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 1X2 FASTENED TO 2X2 W/ #10 2" 6" FROM UPRIGHTS 24" O.C. SLOPED PURLIN CONNECTION DETAIL 2X2 TOP PLATE IS ATTACHED TO 2X2 PURLIN WITH (2) #10 4" THRU 1X2 FASTENED TO 2X2 W/ #10 2" 6" FROM UPRIGHTS 24" O.C. 1-1/2" X 2" X 1-1/2" X 0.062" RECEIVER CHANNEL REMOVE BACK TO FIT OVER PURLIN PROVIDE (4) 910 X 3/4" DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-175 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH SIDE WALL CONNECTION DETAILS WHEN PURLIN DOESNT HIT POST 2-1/8" X 1-1/2" C-CHANNEL C-CHANNEL ATTACHES UPRIGHT TO TOP PLATES WITH (4) #101" INTO UPRIGHT & (3) #10 1" INTO TOP PLAT] UPRIGHT ATTACHES TO PURLIN W/ 1X2 ANGLE & (4) #10 1" PER SIDE FRONT WALL TO BEAM 2X2 INTERNALLY SCREWED 1X2 FASTENED TO 2X2 W/ #10 2" 6" FROM UPRIGHTS 24" O.C. (6) #10 V INTO GUSSET THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 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 CONSTRUCTIOq CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS SUB BEAM IS NOTCHED OVERUPRIGHT MICHAEL THM 4401 VINELAND SUITE A6 10, FL 32811 P.E. # 47509 ALUMINUM SCREEN DESIGN SEE GENERAL NOTES & DESIGN STANDARD FOR ADDITIONAL 1/8" THICK ANGLE BRACKET ATTACHED TO UPRITE AND GIRT WITH (6) #10 V 5/16" EYE BOLT WELDED CLOSED WITH DOUBLE NUTS COMPRESSION SLEEVE SIDE VIEW COMPRESSION SLEEVE 3"A.S.T.M. A-36 STEEL CLIP WITH 21/4"XI/4 TAPCONS 0 4y :•BZ9 COMPRESSION EACH CABLE WILL SUPPORT 227.5 SQUARE FEET OF WALL AREA 45 DEGREE MINMAUM CABLE DETAIL I K BRACING DETAIL 1/8" STAINLESS STEEL CABLE 12' TO 14' l Ka K BRACE IS ATTACHED TO JMINUM STRUCTURE WITH " C CHANNEL & (6) #10 1" BLIND SCREWED WITH 110 2" PER END 3"A.S.T.M. A-36 STEEL CLIP WITH 2 1-1/2"XI/4" TAPCONS ((2) #10 2" IF TO WOOD DECK) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE HOMEOWNER THAT THE CABLES AND CABLE ATTACHMENT MUST BE INSPECTED BY THE HOMEOWNER AT LEAST TWICE A YEAR TO ELMUNATE 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 ALUMMUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD ALUMNUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH @YAHOO.COM THIS BEEN IN ACCORDANCE TO MEET _ REQUIREMENTS _ S2017 UITE A6 FLORIDA BUILDING CODE FOR OPEN AND SEMI - OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WAND SPEEDS OF 150 MPH ANDO, FL 32811 PHONE: 407-734-1470 (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION r P.E. # 475 09 CONTRACTOR SHALL NOTIFY THE ENGINEER AIMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS C. A o,; nw; n LUMINUM SCREEN DESIGN SIDE WALL DETAIL IX2 1X2 TOP PLATE IS ATTACHED TO 2X2 ALL BEAM WITH #10 2" 6" FROM PNDS 24" O.C. 1 0 v w� 0 4 SIDE WALL UPRIGHT 1tiy X j 0 ¢a aa ¢� o00 y ny0 0C 3F 3 SEE GENERAL NOTES �y a y a & DESIGN STANDARD a y ' FOR ADDITIONAL 3 x INFORMATION YP. DU BOTTOM PLATE IS ATTACHED TO CONCRETE WITH 2-1/4" X 1/4" TAPCONS 1X2 BOTTOM PLATE IS ATTACHED TO (s" X 114" IF THRU PAVERS TO FOOTER) UPRIGHTS WITH CAPRI CLIP WITH (4) (410 2" IFTO WOOD DECK) #10 I" OR BLIND SCREWED WITH (2) 6" FROM ENDS 24" O.C. #10 2" PER SIDE ALUNUNUMSCREENDESIGN.COM ALUMINUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 N CHAIR RAIL & KICK PLATE DETAIL CHAIR RAILS & GIZTS ARE ATTACHED W/ INTERNAL CLIPS W/ (4) #10 1", CAPRI CLIPPED, W/ RECIEVING CHANNEL & (6) #10 1" W/ (8) 910 1", OR BLIND KICK PLATE IS ATTACHED TO STRUCTURE WITH #10 1" 6" FROM ENDS 18" O.C. RECI? VING CHANNEL CLIP DETAILS BLIND CLIP & CAPRI CLIP DETAILS SELF MATING UPRIGHT DETAILS 1X2 INTERNALLY SCREWED THRU 2X2X1/8" ANGLE TO UPRIGHT W/ (2) #10 X 1-1/2" FASTEN 1X2 TO CONCRETE W/ 3" X 1/4" (5" X I/4" TAPCONS IF THRU PAVERS) (#10 2" IF TO WOOD DECK) SCREW CONCRETE ANCHOR MIN 4" SLAB 2500 PSI CONCRETE W/ F113ERNESH DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER ALLOY IS 6005-175 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH 0 THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUI2EMENTS 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 CONSTRUCTI�gL CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS UPRIGHT SHALL BE STITCHED W/ # 10 X 1" SELF TAPPING SCREWS 12" O.C. TYP. m .. UAIQ9 M W.1021"-NJOAMI SUITE A6 !O, FL 32811 P.E. # 47509 CA#30930 ALUMINUM SCREEN DESIGN PURLINS WILL BE BLIND SCREWED THROUGH ROOF BEAM INTO EMBOSS WITH (3) # 10 3" KNEE BRACE ON A 45 DEGREE SCREWED INTO H CHANNEL U c41n1"ceee nITcnnV emc 1lwrrn Tvc nn A. v i In 2 X 3 KNEE BRACE FOR 30'-0" MAX BEAM SPAN 2 X 4 KNEE BRACE FOR 40'-0" MAX BEAM SPAN ALUMINUMSCREENDESIGN. COM ALUMINUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 FRONT WALL, BACK WALL & SIDE WALLS TOP PLATES ATTACH TO ROOF MEMBERS WITH # 10 1" 6" FROM ENDS 24" O.C. 1" X .050" GUTTER STRAP 24" O.C. MAX 4" FROM EACH UPRIGHT SCREWED THROUGH GUTTER INTO FASCIA WITH #10 2" ATTACHED TO FRONT OF EXTRUDED GUTTER IS ATTACHED TO FASCIA WITH #10 4" 6" FROM ENDS 24" O.C. INTO RAFTER TAILS KNEE WALL ATTACHES TO STRUCTURAL GUTTER WITH 4" 2 X 2 X I/8" ANGLE & (4) # 10 1" INTO GUTTER & BEAM PER SIDE DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 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 (6111 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 CATEGOTIRYi2' CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUC CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS MICHAEL THOMPSON 4401 VINELAND ROAD SUITE A6 10, FL 32811 P.E. # 47509 CA#30930 ALUMINUM SCREEN DESIGN SUPPORT WALL DETAIL SEE MANSARD DETAIL 4X4 POSTS ARE ATTACHED UPRIGHTS ARE ATTACHED TO 4X4 POST WITH #10 1" 6" FROM ENDS 24" O.C. 4X4 POST IS ATTACHED TO BRACKET FROM 4X4 IS ATTACHED N BRACKET WITH (2) 3/8" X 4 TO CONCRETE WITH (2) 1/4" X 2" 0 1/2" CARRIAGE BOLTS TAPCONS TYP. ((2) 1/4" X 5" X TAPCONS IF THRU PAVERS) ((2) # 10 2" IF TO WOOD DECK) ALUMMUMSCREENDESIGN.COM ALUNIINUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-175 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH KICKER DETAIL (2) KNEE BRACE 2X3 45"MAX 25" NM42AUM ON A 45 DEGREE SCREWED INTO C CHANNEL WITH 6 #10 1"SMS ON EACH SIDE C CHANNEL IS ATTACHED TO BEAM & POST WITH 3 #10 1" 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 MICHAEL THOn 4401 VINELAND SUITE A6 FL 32811 P.E. # 47509 CA#30930