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<br />SECTION 2 <br /> <br />A IT ACHED & FREE-5TANDING COVERS AND UTILITY SHEDS <br /> <br />FASTENERS (PER TABLE 2.3) <br /> <br />I PAN ROOF PANEL <br /> <br />e <br /> <br />Yif\W1- ~ <br />r~ H-- N~ <br />SEE TABLES FOR BEAM SIZE <br /> <br />e <br /> <br />e <br /> <br /> <br />CONNECTlON~ <br />START OR END <br />OF BEAM SPAN <br />CENTER OF <br />BRACE <br />2" x 3" x 0.050" MINIMUM KNEE <br />~RACE (SEE TABU: 2.3' <br /> <br />CONNECT KNEE BRACE TO <br />COLUMN AND BEAM WITH <br />0.050" 'U' CHANNEL, 'H' <br />CHANNEL. OR GUSSET PLATE. <br />FASTEN WITH S.M.S. AT EACH <br />CONNECTION POIN]' <br />(PER TABlE 2.3) , <br /> <br />INTERNAL ANGLE OR U-ClIP <br /> <br />COLUMN <br /> <br />KNEE BRACE REQUIRED IF <br />POST NOT SET IN CONCRETE <br />FOOTING <br /> <br />KNEE BRACE NOT REQUIRED <br />FOR A IT ACHED STRUCTURES <br />D ROOF PROJECTION FROM <br />HOST LESS THAN 20' <br /> <br />KNEE BRACE TO POST DETAIL - BEAM PERPENDICULAR TO ROOF <br />'. SCALE: 3. = 1'-0. <br /> <br />SEAL <br /> <br />Lawrence E. Bennett, P.E. <br />CML ENGINEER - DEVELOPMENT CONSUL TANT <br />P.O. BOX 4368. SOUTli DAYTONA. FL 32121 <br />TElEPHONE (386) 767-4n4 <br />FAX (386) 767-6556 <br /> <br />PAGE <br /> <br />@ COPYRIGHT 2002 <br />2-16 NOT TO BE REPRODUCED IN WHOlE OR IN PART WITliOlTT THE WRJTTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. <br />