HomeMy WebLinkAboutALUMINUM SCREEN DESIGN PLANALUMINUM SCREEN DESIGN
BEAM IS ATTACHED TO UPRIGHTS
WITH (8) #10 1" ON EACH SIDE OF BEAM
3" INSULATED PANELS ARE ATTACHED
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 910 1" 6" FROM ENDS 24" O.C.
1X2 BOTTOM PLATE IS ATTACHED TO WOOD DECK W/ 910 2"
TAPCONS 6" FROM ENDS 24" O.C.
2 X 2 X 1/8" ANGLE SCREWED INTO EACH SIDE OF BEAM WITH (2)
# 101" & INTO WOOD DECK W/ # 10 2"
'Aft
;ount
D TO
X3
S ATTACHED
1 # 10 2" TYP.
r
DESIGN STATEMENT MICHAEL THOMPSON
ALUMINUMSCREENDESIGN.COM METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND;R.OAD
AALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH SUITE A6
"YAHOO.COM THIS STRUCTURE HAS BEEN FLORIDAUILDING CODE FOR OPEN AND SEMI -OPEN ACCORDANCESIGNED IN � OANDE � REQUIREMENTS STAND LTI THEE 017 WIl�I(D6 SPEEDDS OF 150 MPH ORLANDO, FL 32811
PHONE: 407-73 4-1470 (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. # `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 MCA#3 093 0
ALUMINUM SCREEN DESIGN
E
2X6
1X2
SIDE WALL DETAIL
3" INSULATED PANELS ARE ATTACHED
TO ALUMINUM STRUCTURE WITH
(4) # 10 4" PER PANEL OR 6" FROM
ENDS 24" O.C. TYP.
2X3 BEAM
IX2 BOTTOM PLATE IS ATTACHED TO
UPRIGHTS WITH CAPRI CLIP WITH (4)
#10 1" OR BLIND SCREWED WITH (2)
910 2" PER SIDE
X
N
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
2 HINGE
OR GREATER
to 36"
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.
1 . I o
ALUMMUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD
ALUMINUMSCREENDESIGN 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 ORLANDO, FL 32811
FAX: E: 407-734-1 (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. # 47509
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 i CA#3 093 0
ALUMINUM SCREEN DESIGN
4TH WALL DETAIL
BRACKET FROM 3X3 IS ATTACHED
TO WOOD DECK W/ (2) #10 2" TYP.
3X3 POST IS ATTACHED TO
BRACKET WITH (2) 3/8" X 3
12" CARRIAGE BOLTS
ALL MINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL T'HOMPSON
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD
ALUMINUMSCREENDESIGN 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) ORLAI�IDO FL 32811
PHONE: 407-734-1470 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. P.E. # 47509
FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CA#3 0930
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS