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SCREEN DESIGN ENDS 24' CHANNEL -IS . & O 3T INSULATED ROOF WITH (6) #1R 0 1E E SR IDE WITH #10 2" 6" FROM
JGUTTER
IS ATTACHED TO
TED ROOF WITH #10 1 " 6"
S 24" O.C. i
IS ATTACHED TO FRONT WALL
(4) 910 4" PER PANEL
BRACKET FROM 3X3 IS ATTACHED
TO CONCRETE WITH (2) 1/4" X 2"
TAPCONS TYP. ((2) 1/4" X-S'
TAPCONS IF THRU PAVERS)
((2) #10 2" IF TO WOOD DECK)
EXTRUDED FASCIA IS ATTACHED TO
3" INSULATED ROOF WITH 910 1" 6"
FROM ENDS 24" O.C.
3X3 POSTS ARE ATTACHED
TO 2X7 & 2X10 BEAMS (2) 3/8" X 3 1/2"
CARRIAGE BOLTS TYP.
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0 3X3 POST IS ATTACHED TO
BRACKET WITH (2) 3/8" X 3
1/711 rl A D D T A I'M DlIT TQ
-2X2 RECIEVING CHANNEL IS ATTACHED
-TO BEAM WITH 1 LESS #10 1" THEN
-BEAM SIZE & INTO STRUCTURE WITH
-(4) 2-1/4" X 1/4" TAPCONS, (4) #10 2" IF
TO WOOD OR ALUMINUM STRUCTURE
1
ESIGN.COM DESIGN STATEMENT MICHAEL"TI01Po
dt
ESIGN METAL IS .046 THICKNESS OR GREATER ALLOY IS 6005-TS 4401 U1NEL' t GOAD
E x.,
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH a x
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 ORLAI?1D0, FLU 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. f t#t4l7 S 0,9
CONTRACTOR SHALL TIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS