HomeMy WebLinkAboutREVISION 10-11-18. . . . . . . . . .
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astal Aiuminum C6nstruciion, Imr..
4% S. Market Avenue
-fart Pierce, FL 34492
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[ALUMINUM SCREEN DESIGN ROLL FORM FASCIA IS
ATTACHED TO PAN ROOF
ENDS 24" O.C.
ROLL FORM GUTTER IS ATTACHED TO
3" PAN ROOF WITH #10 1" 6" FROM ENDS 24" O.0
ROOF IS ATTACHED TO FRONT WALL
& SUPPORT BEAM WITH (4) 910 1"
PER PAN
BEAM TO BEAM CONNECTION
• 2X2 ANGLE IS ATTACHED TO 2X8
WITH 1 LESS #10 1" THEN BEAM SIZE,
TO 2X3 & 2X6 WITH 4 910 1" PER SIDE
BRACKET FROM 3X3 IS ATTACHED
TO CONCRETE WITH (2) 2-1/4" X 1/4"
TAPCONS TYP.
2X3 & 2X6 BEAMS ARE ATTACHED TO
3X3 POST WITH 2X2 CHANNEL & 7 #10
'1" TO POST & BOTH BEAM SIDES
3X3 POSTS ARE ATTACHED
TO 2X6 BEAMS 2 3/8" X 3-1/2"
CARRIAGE BOLTS TYP.
3X3 POST IS ATTACHED TO
BRACKET WITH (2) 3/8" X 3
1 /7II fi A T) T) T A t"-U T] /lT 'ro
SEE BEAM TO
AL NDESIGN.COM DESIGN STATEMENT NUCHAEI THONTSON
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD
AL NDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH
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THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH EDITION) SUITE A6
H�: 407-734-1470 FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MPH ORLAND , FL 32911
(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#3 093 0