HomeMy WebLinkAboutAPPROVED 8 - PLAN DESIGNMIN 4" SLAB 2500 PSI
CONCRETE W/ FIBERMESH
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.
UPRIGHT SHALL BE STITCHED
W/ #10 X 1" SELF TAPPING
SCREWS 12" O.C. TYP.
SELF MATING UPRIGHT DETAILS
(2) #10 1" PER SIDE
CHAIR RAIL & KICK PLATE DETAIL
2X2 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
SCREWED W/ (3) #10 2"
KICK PLATE IS ATTACHED TO
STRUCTURE WITH #10 1" 6"
FROM ENDS 18" O.C.
(OPTIONAL)
ALUMINUM SCREEN DESIGN
MICHAEL THOMPSON
4401 VINELAND ROAD
SUITE A6
ORLANDO, FL 32811
P.E. # 47509
CA#309301X2 SIDE WALL IS ATTACHED TO FRONTWALL WITH #10 2" 6" FROM ENDS 24" O.C.1X2 IS ATTACHED TO HOUSE WITH2/1/4" X 1/4" TAPCONS OR #10 4" 6"FROM ENDS 24" O.C.SIDE WALL DETAIL
1X2 BOTTOM PLATE IS ATTACHED TO
UPRIGHTS WITH CAPRI CLIP WITH (4)
#10 1" OR BLIND SCREWED WITH (2)
#10 2" PER SIDE
1X2 TOP PLATE IS ATTACHED TO 2X2
WALL BEAM WITH #10 2" 6" FROM
ENDS 24" O.C.
1X2 BOTTOM PLATE IS ATTACHED
TO CONCRETE WITH 2-1/4" X 1/4" TAPCONS
(5" X 1/4" IF THRU PAVERS TO FOOTER)
(#10 2" IF TO WOOD DECK)
6" FROM ENDS 24" O.C.
1X2
1X21X2SIDE WALL UPRIGHT
ALUMINUMSCREENDESIGN.COM
ALUMINUMSCREENDESIGN
@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 2020 (7TH 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
SEE GENERAL NOTES
& DESIGN STANDARD
FOR ADDITIONAL
INFORMATION (TYP.)
BLIND CLIP & CAPRI CLIP DETAILS
RECIEVING CHANNEL CLIP DETAILS