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HomeMy WebLinkAboutALUMINUM SCREEN PAPERWORKUMINUM SCREEN DESIGN 1" GUTTER STRAP IS ATTACHED TO GUTTER WITH # 10 1" & INTO FASCIA WITH #10 2" PER STRAP BEAM TO FASCIA 24" O.C. MAX 4" FROM EACH UPRIGHT � SEE GENERAL NOTES & DESIGN STANDARD FOR ADDITIONAL W 7317 71 a] BEAM IS ATTACHED TO GUTTER W/ 2X2X1/8" ANGLE & (4) #10 1" PER SIDE #102" SMS, PLACE WASHER w NOTES 1. GUSSET DIMENSIONS ARE MINIMUM y 8" ON BOTH SIDE OF BEAM, MAY BE a INTERNAL OR EXTERNAL 2. AS BEAM SIZE CHANGES ADD OR ^ SUBTRACT TO MAINTAIN A 1-1/4" O.C. SCREW SPACING W/ (10) SCREWS 3. GUSSET LENGTH REMAINS CONSTANT, WIDTHS CHANGE TO MATCH BEAM SIZE • 1 • • • • • • BEAM TO WALL 2X2 IS 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 SCANNED WITH (2) #10 1" & INTO BLOCK WITH o ®Y 2-1/4" X I/4" TAPCON O.C. St. Lucie County ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT 1ctD5 - ooZ3 q MICHAEL THOMPSON ETAL IS.046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 11 I/8" CONCRETE EMBEDMENT DEPTH 4401 VINELAND ROAD @YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 SUITE A6 PHONE: 407-734-1470 FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MPH ORLANDO, FL 32811 (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGFTT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1.E. # 47509 FAA': 407-734-.1.790- 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 0930 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) 910 4" THRU BEAM INTO PURLIN EMBOSS DOOR FULL Z OR DOOR JAM STANDARD 2X3 POST OR DOOR JAMB m 02 HINGE DOOR n O z y EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 V SCRE WES 24" O.C. ALUN RNUMSCREENDESIGN.COM ALUMNUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 1X2 FASTENED TO 2X2 W/ #10 2" 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" DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF I 1/9" CONCRETE EMBEDMENT DEPTH SIDE WALL CONNECTION DETAILS WHEN PURLIN DOESNT HIT POST C-CHANNEL ATTACHES UPRIGHT TO TOP PLATES WITH (4) #10 1" INTO UPRIGHT & (3) #10 1" INTO TOP PLAT] UPRIGHT ATTACHES TO PURLIN W/ 1X2 ANGLE & (41 #10 1" PER SIDE FRONT WALL TO BEAM 2X2 INTERNALLY SCREWED 1X2 FASTENED TO 2X2 W/0102" (6) 410 1"INTO GUSSET PLATE PER SIDE TYP. 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 DBNENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS SMB BEAM IS NOTCHED OVER UPRIGHT NHCHAEI THOMPSON 4401 VINELAND ROAD SUITE A6 :,P. 475 11 FL P.E. # 47509 ALUMINUM SCREEN DESIGN SEE GENERAL NOTES & DESIGN STANDARD FOR ADDITIONAL 000 %ice O 000 COMPRESSION 1/8" THICK ANGLE BRACKET SLEEVE ATTACHED TO UPRITE AND GIRT WITH (6) #10 1" 5/16" EYE BOLT WELDED CLOSED WITH DOUBLE NUTS COMPRESSION SLEEVE EACH CABLE WILL SUPPORT 227.5 SQUARE FEET OF WALL AREA SIDE VIEW COMPRESSION SLEEVE 3"A.S.T.M. A-36 STEEL CLIP 45 DEGREE 45 DEGRE WITH 21/4"Xl/4TAPCONS 'r ,- CABLE DETAIL 1/8" STAINLESS STEEL CABLE IT TO 14' 3"A.S.T.M. A-36 STEEL CLIP WITH 2 1-1/2"XI/4" TAPCONS ((2) 910 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 ALUNIINUMSCREENDESIGN.COM ALUNIINUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790- K BRACING DETAIL Ka 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 MVIEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS BRACE IS ATTACHED' INUM STRUCTURE WF CHANNEL & (6) 910 V IND SCREWED WITH 2"PEREND 4401 VINELAND _ SUITE A6 ORLANDO, F,L 32811 -mac r .E. # 47509 CA#3093 �S ALUMINUM SCREEN DESIGN SIDE WALL DETAIL IX2 1 X2 TOP PLATE IS ATTACHED TO 2X2 WALL BEAM WITH #10 2" 6" FROM [ENDS 24" O.C. O 0. N ti A N SIDE WALL UPRIGHT tin X y CaW>> as ADS ¢_ ono o �2cq (] —1 y0 'bC ¢# 3F 3 SEE GENERAL NOTES #N a ti a & DESIGN STANDARD ¢ FOR ADDITIONAL y _ _ x 3 INFORMATION YP. 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. 910 2" PER SIDE ALUNIINUMSCREENDESIGN.COM ALUMINUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790— CHAIR RAIL & KICK PLATE DETAIL CHAIR RAILS & GIRTS ARE ATTACHED W/ INTERNAL CLIPS W/ (4) #10 1", CAPRI CLIPPED, W/RECIEVING CHANNEL & (6) #10 1" W/ (8) # 10 1". OR BLIND KICK PLATE IS ATTACHED TO STRUCTURE WITH #101" 6" FROM ENDS 18" O.C. RECEEVING CHANNEL CLIP DETAILS BLIND CLIP & CAPRI CLIP DETAILS SELF MATING UPRIGHT DETAILS DU INTERNALLY SCREWED THRU 2=1/8" ANGLE TO UPRIGHT W/ (2) #10 X I-1/2" FASTEN 1X2 TO CONCRETE W/3" X 1/4" (5" X 1/4" TAPCONS IF THRU PAVERS) (9102" IF TO WOOD DECK) SCREW CONCRETE ANCHOR MIN 4" SLAB 2500 PSI CONCRETE W/FIBER] DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF l 1/8" CONCRETE EMBEDMENT DEPTH 0 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 I5FT 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 UPRIGHT SHALL BE STITCHED W/ #10 X 1" SELF TAPPING SCREWS 12" O.C. TYP. D /\ 0 , l-1' 1, MICHAEL THOMPSON 4401 VINELAND.ROAD SUITE A6 9, FL 32811 P.E. # 47509 CA#30930 ALUMINUM SCREEN DESIGN FILL IN DETAIL 2X2 POST .046 OR GREATER HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL 0" to 36" 2 HINGE DOO EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.C. BOTTOM PLATE IS ATTACHED TO CONCRETE WITH 2-I/4" X 1/4" TAPCON 0 (5" X 2-I/4" IF THRU PAVERS) (#10 2" IF TO WOOD DECK) 6" FROM ENDS 24" O.C. ALUMINUM FRAME IS ATTACHED ® TO. BLOCK WITH 2-1/4" X 1/4" (#10 2" IF TO WOOD STRUCTURE) (#10 2" IF TO ALUMINUM STRUCTURE) 6" FROM ENDS 24" O.C. 2X2 ANGLE IS ATTACHED TO ALUMINUM FRAME WITH (2) #10 1" © & (1) 2-1/4" X 1/4" TAPCON PER SIDE ((1) #10 2" IF TO WOOD DECK) CHAIR RAIL & UPRIGHTS ARE ATTACHED WITH EITHER: @ BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) #10 1" PER CLIP O(OPTIONAL) KICK PLATE IS ATTACHED TO STRUCTURE WITH 910 1" 6" FROM ENDS 18" O.C. ALUNIINLMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON ALUMINUMSCREENDESIGN ALL TAPCONMETAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VIN$LAND ROAD S SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH _ _ REQUIREMENTS _ SUITE A6 @YAHOO.COM FLORIDA BUILDING STRUCTURE D FOR OPEN BEEN DAND SEED IN MI-0 EN STRUCTURECE S ANDMEET SHALITH STAND ULTIMATE OWIND SPEEDS OEDITION)50 MPH ORLANDO, 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. P.E. # 47509 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#30930