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Home My WebLink AboutALUMINUM SCREEN DESIGNALUMINUM SCREEN DESIGN 1" GUTTER STRAP IS ATTACHED TO GUTTER WITH #10 1" & INTO FASCIA WITH 910 2" PER STRAP 24" O.C. MAX 4" FROM EACH UPRIGHT BEAM TO FASCIA SEE GENERAL NOTES & DESIGN STANDARD FOR ADDITIONAL INFORMATION (TYP.) SMB O vo \ O BEAM IS ATTACHED TO GUTTER W/ 2X2X1/8" ANGLE & (4) #10 V PER SIDE BEAM TO WALL 2X2 IS ATTACHED TO STRUCTURE W/ 4" X 1/4" TAPCONS (# 10 4" IF TO WOOD jr 1 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 (3) 910 2" SMS, PLACE WASHER UNDER SCREW IN GUSSET CORNER • �w NOTES • 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 �- --S_UBTRACT TO MAINTAIN A 1-1/4" O.C. SCREW SPACING-W/-(10)-S@REWS 3. GUSSET LENGTH REMAINS CONSTANT, WIDTHS CHANGE TO MATCH BEAM SIZE -1/4 O.C. #10 SMS 1-1/4 O.C. ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELA.,ND ROAD ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH ' • '. @YAHOO.COM _ _ SUITE A6 PHONE: 407-734-1470 FLORIDA BUILDING CODE FOR OPEN AND SEMI-OPEN BEEN DSTRUCTUREIN ACCORDANCE AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MPH ORLA DO,- 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.: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 r' e CA#3 093 0 ALUMINUM SCREEN DESIGN 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 BEAM INTO PURLIN EMBOSS DOOR FULL Z OR DOOR JAM STANDARD 2X3 POST ORDOOR JAMB --n - - e-- -- .. �d m o2 HINGE DOOR O z cn EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" SCREWES 24" O.C. 1X2 FASTENED TO 2X2 W/ 910 2" 6" FROM UPRIGHTS 24" O.C. SLOPED PURLIN CONNECTION DETAIL 2X2 TOP PLATE IS ATTACHED TO 2X2 PURLIN WITH (2) # 10 4" THRU BEAM INTO PURLIN EMBOSS 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) #10 X 3/4" SIDE WALL CONNECTION DETAILS WHEN PURLIN DOESNT HIT POST 2X2 EDGE BEAM C-CHANNEL ATTACHES UPRIGHT TO TOP PLATES WITH (4) 910 1" INTO UPRIGHT & (3) #10 1" INTO TOP PLATI UPRIGHT ATTACHES TO PURLIN W/ 1X2 ANGLE & (4) 910 1" PER SIDE FRONT WALL TO BEAM SMB BEAM IS NOTCHED OVER UPRIGHT 2X2 INTERNALLY SCREWED THRU BEAM W/ (3) #10 2" 1X2 FASTENED TO 2X2 W/ # 10 2" \ 6" FROM UPRIGHTS 24" O.C. (6) 910 1" INTO GUSSET PLATE PER SIDE TYP. ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON " ALLMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDEAL IS.046 CMINISS OR MUM OGREATER, 1/8" CONCRETE EMBEDMENT DEPTH 4401 VINELAND R(3AD @YAHOO.COM t SUITE A6 THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 PHONE: 407-734-1470 FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MPH ORLANDD 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. E. # 4;75'09 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 CABLE DETAIL 1/8" AT SEE GENERAL NOTES & DESIGN STANDARD FORADDITIONAL K BRACING DETAIL 2X2 K BRACE IS ATTACHED TO ALUMINUM STRUCTURE WITH 2X2" C CHANNEL & (6) #10 1" OR BLIND SCREWED WITH 3 # 10 2" PER END INFORMATION YP. 0000 O GIRT ( ) 0 000 000 0 COMPRESSION O O �4 THICK ANGLE BRACKET SLEEVE O O I`ll TACHED TO UPRITE AND G GIRT WITH (6) #10 1" 5/16" EYE BOLT WELDED CLOSED WITH DOUBLE NUTS COMPRESSION SLEEVE 4" X 8" X 1/8" PLATT EACH CABLE WILL 1/8" STAINLESS WITH ER X 1" INTO SUPPORT 227.5 SQUARE STEEL CABLE MEMBER AS FEET OF WALL AREA IT TO 14' : INDICATED VIEW RESSION SLEEVE 45 DEGREE M. A-36 STEEL CLIP M 2 1/4"XI/4 TAPCONS ANCHORED INTO CONCRETE 3/4" FROM TOP AND BOTTOM CONCRETE SIDE COMP RE WITH 2 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 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 ALUMINUMSCREENDESIGN.COM ALLT IINUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 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 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 THUMPSON 4401 VINELAND .RQ-AD SUITE A6 ORLANDO; FL 32811 - .E ! #1 4'�509 ,,CA#30.93'0 ALUMINUM SCREEN DESIGN SIDE WALL DETAIL 1X2 1X2 TOP PLATE IS ATTACHED TO 2X2 WALL BEAM WITH #10 2" 6" FROM ENDS 24" O.C. CJ O SIDE WALL UPRIGHT 1i9 X y C-1W .r z�y t7 E-� Q O0d �N nOy "O Ox �a 3H W 3 SEE GENERAL NOTES �� & DESIGN STANDARD y N FORADDITIONAL X 3 - x INFORMATION 1X2 BOTTOM PLATE IS ATTACHED TO CONCRETE WITH 2-1/4" X 1/4" TAPCONS 1X2 BOTTOM PLATE IS ATTACHED TO (5" X 1/4" IF THRU PAVERS TO FOOTER) UPRIGHTS WITH CAPRI CLIP WITH (4) (#10 2" IF -TO WOOD DECK) #10 1" OR BLIND SCREWED WITH (2) 6" FROM ENDS 24" O.C. #10 2" PER SIDE CHAIR RAIL & KICK PLATE DETAIL 2X2 CHAIR RAILS & GIRTS ARE ATTACHED W/ INTERNAL CLIPS W/ (4) 910 1", CAPRI CLIPPED, W/RECIEVING CHANNEL & (6) #10 1" W/ (8) #10 1", OR BLIND KICK PLATE IS ATTACHED TO STRUCTURE WITH #10 1" 6" FROM ENDS 18" O.C. RECIEVING 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 1/4" TAPCONS IF THRU PAVERS) (#10 2" IF TO WOOD DECK) SCREW CONCRETE ANCHOR 6" FROM UPRIGHT 24" O.C. MIN 4" SLAB 2500 PSI CONCRETE W/ FIBERMESH 0 UPRIGHT SHALL BE STITCHED W/ #10-X 1" SELF TAPPING- - SCREWS 12" O.C. TYP. #10 1" PER SIDE ALU UNUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOWSON ALi m✓IINUMSCREENDESIGN 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 @YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 PHONE: 407-734-1470 FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MPH ORLANT� 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. lE. # 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 T sCA#3 093 0