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<br />SECTION 2 <br /> <br />ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS <br /> <br />CONNECTORS <br />(PER TABLE 2,3) <br /> <br />/ PAN ROOF PANEL <br /> <br />(J> <br /> <br />SEE TABLES FOR BEAM SIZE <br /> <br />(J> <br /> <br />(J> <br /> <br /> <br />CENTER OF ! <br />BRACE <br />CONNECTION <br />START OR END <br />OF BEAM SPAN <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 />2" x 3" x 0.050" <br />MINIMUM KNEE BRACE <br />(SEE TABLE 2.3) <br /> <br />COLUMN <br /> <br />INTERNAL ANGLE OR <br />U-CLlP <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 />'- <br /> <br />PAGE <br /> <br />2-12 <br /> <br />@ COPYRIGHT 2000 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRllTEN PERMISSION OF LAWRENCE E BENNElT, P.E <br />