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<br />SECTION 2 <br /> <br />ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS <br /> <br />(' <br /> <br />~ <br /> <br />/r- <br /> <br />PAN ROOF PANEL <br /> <br />~ <br /> <br />CONNECTORS ~ <br />(PER TABLE 2.3) I <br /> <br />L <br /> <br />KNEE BRACE NOT <br />REQUIRED FOR <br />ATTACHED <br />STRUCTURES AND <br />ROOF PROJECTION <br />FROM HOST LESS <br />THAN 20' <br /> <br />KNEE BRACE <br />REQUIRED IF POST <br />NOT SET iN <br />CONCRETE FOOTiNG <br /> <br />COLUMN <br /> <br />@ <br /> <br />SEE TABLES FOR BEAM SIZE <br /> <br />~ <br /> <br />@ <br /> <br /> <br />! <br />T~-- <br />I <br />, <br />I <br />l <br />i <br />;1 <br /> <br />I, <br />! <br />II <br />~ <br />~\ <br /> <br />I / <br />~I < <br />.. , KNEE BRACE <br />M <br />/;/' I <br />! /'l' I <br />~ @ I <br />~ @ I <br />~ @} <br />~/ <br />V""" <br />:1 <br />I <br />" <br /> <br />INTERNAL ANGLE OR <br />U-CLlP <br /> <br />CENTER OF <br />, BRACE <br />,( CONNECTION <br />START OR END <br />OF BEAM SPAN <br /> <br />2" x 3" x 0.050" <br />MINIMUM KNEE BRACE <br />(SEE TABLE 2,3) <br /> <br />CONNECT KNEE <br />BRACE TO COLUMN <br />AND BEAM WITH 0.050" <br />'U' CHANNEL, 'H' <br />CHANNEL, OR GUSSET <br />PLATE, FASTEN WITH <br />S.M.S. AT EACH <br />CONNECTION POINT <br />PER TABLE 2.3 <br /> <br />KNEE BRACE TO POST DETAIL - BEAM PERPENDICULAR TO ROOF <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br />P,O. BOX 4368, SOUTH DAYTONA, FL 32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767~556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />@ COPYRIGHT 2000 <br />2-12 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.'BENNETT, P.E. <br />