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<br />ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS <br /> <br />SECTION 2 <br /> <br /> <br />~-- BEAM SPAN <br />USE W/2 FOR BEAM SIZE <br /> <br />(SEE TABLE 2.1.1 AND 1 OR TABLE 2.1,2 <br />AFTER COMPUTING "A" LARGEST VALUE) <br /> <br /> <br />POST SIZE <br />(SEE TABLE 2.2.1 AND 1 OR <br />TABLE 2,2.2) <br /> <br />SIDE VIEW SINGLE OR DOUBLE BAY CARPORT <br /> <br />SPLICE TO BE LOCATED <br />1/4 TO 1/3 BEAM SPAN AND <br />STAGGERED EACH SIDE <br />OF SELF MATING BEAM <br /> <br />DENOTES SCREW <br />PATTERN NOT NUMBER OF <br />SCREWS <br /> <br />PLATE TO BE SAME <br />THICKNESS AS BEAM WEB <br /> <br />SELECT FASTENERS <br />FROM TABLE 1.6 <br /> <br />d = HEIGHT OF BEAM <br /> <br />/0 <br />LO <br />1-6 <br /> <br />1" MAX. <br /> <br />1 <br /> <br />"0 <br /> <br />J <br /> <br />PLATE CAN BE INSIDE OR <br />OUTSIDE BEAM OR LAP <br />CUT <br /> <br />FASTENER SIZE, NUMBER <br />AND SPACING <br />(SEE TABLE 1.6) <br /> <br />f-- d-.50" ----r-- d-.50"-f <br /> <br />BEAM SPLICE S~AlL BE <br />MINIMUM d - ,50" <br /> <br /> <br />+ + + + + + + + <br /> <br />+ + + + + + + + <br /> <br />1"MAX, <br /> <br />HEIGHT 2 x (d - ,50") <br />LENGTH <br /> <br />TYPICAL BEAM SPLICE DETAIL <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) 767-6556 <br /> <br />SEAL <br /> <br />@ COPYRIGHT 2000 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. <br /> <br />PAGE <br /> <br />2-11 <br />