HomeMy WebLinkAboutPROJECT INFORMATIONI P.
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Coastal Aluminum Construction, Inc.
4616 S. Market Avenue
Fort Pierce, FL 344192
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(ALUMIMU�M�S �CR�E E�N I
ROLL FORM FASCIA IS
ROLL FORM GUTTER IS ATTACHED TO ATTACHED TO PAN ROOF
3" PAN ROOF WITH 910 1" 6" FROM ENDS 24"' O.0 WITH #10 1" 6" FROM
ENDS 24" O.C.
ROOF IS ATTACHED TO FRONT
P P��L/I I \IX3 POSTS ARE ATTACHED
SPORT BEAM WITH (4) 910 1" TORPAN 2X BE M BOLTS 3/8" X 3 1/2"
3X3 POST IS ATTACHED TO
BRACKET WITH (2) 3/8" X 3
1 N11 !. A nnTA 1-0 Ul1T'rC
BRACKET FROM 3X3 IS ATTACHED
TO CONCRETE WITH 2 1/4" X 2"
ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT NHCHAEL THOMPSON.
ALUMINUMSCREENDESIGN METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-175 4401 VINELAND ROAD
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH SUITE A6
�Q YAHOO. C OM 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' 3 2811
(FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. 7S O9
FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CA#3 093 0
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS