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<br />f"~~1EST ANlD~N~ ALUM~NUM COVERS <br /> <br />~, <br /> <br />NOTE: <br />KNEE BRACE REQUIRED <br />IF POST NOT SET IN <br />CONCRETE FOOTING OR <br />POST ARE LESS THAN <br />3" x 3" x 0.125" <br /> <br />"w" FOR BEAM SIZE SEE TABLE 2 <br />AFTER COMPUTING "A" LARGEST VALUE <br /> <br />SIDE VIEW SINGLE OR <br />DOUBLE BAY CARPORT <br /> <br />!' <br /> <br />!' <br /> <br />!' <br /> <br />!' <br /> <br />PAN OR COMPOSITE PANEL ROOF <br />!'!' 1 1 <br /> <br /> <br />1 <br /> <br />1 <br /> <br />1 <br /> <br />1 <br /> <br />. <br />. <br />. <br /> <br /> <br />. <br />. <br />. <br /> <br />H - (HANNFI KNFF RRACF 7"x.Y'xO.050" <br />KNl:.l:. BRACE. WI TH J #10 x 1/2" <br />EACH SIDE OF BEAM U-CHANNEL ON <br />SIDE WI TH 3 #10 x 1/2" AND KNEE <br />BRACE INTO POST AND 3 #10 x 1/2" <br />EACH SIDE OF KNEE BRACE CORROSION <br />RESISTIVE WASHER HEADED SCREWS <br /> <br />~ BEAM PERPENDICULAR TO PAN ROOF BEAM PARALLEL TO PAN ROOF <br /> <br /> <br />KNEE BRACE TO POST DETAIL <br /> <br />PLATE TO BE SAME WALL <br />THICKNESS AS BEAM <br />PLA TE CAN BE INSIDE OR <br />OUTSIDE BEAM OR LAP CUT <br />BEAM SPLICE SHALL BE MIN. <br />OF d-1/2" HEIGHT AND <br />2(d-1/2") IN LENGTH <br />MIN. SCREWS PER SPLICE <br />TOTAL I SIDE OF SPLICE <br />2" x 4" 4 I 2 <br />2" x 5" 4 / 2 <br />2" x 6" 4 II 2 <br />2" x 7" 6 3 <br />2" x 8" 8 / 4 <br />2" x 9" 10 I 5 <br /> <br /> <br />SPLICE TO BE L.OCA TED 1/4 TO 1/3 <br />BEAM SPAN AND STAGGERED EACH <br />SIDE OF SELF MATING BEAM <br /> <br />1" MAX. <br /> <br />d=HEIGHT OF BEAM <br /> <br />1" MAX. <br /> <br />DENOTES SCREW PATTERN <br />NOT NUMBER OF SCREWS <br /> <br />TYPICAL BEAM SPLICE DETAIL <br /> <br />,~ <br /> <br />I1@W[(@[Ji)@@ 130 ~@Oi)Oi)@{H~g ~o@;o <br />CIVIL ENGINEER AND DEVELOPMENT CONSULTANT <br />P.O. BOX 4369 S. DAYTONA, FLORIDA 32121-4368 <br />PHONE: (904) 767-4774 <br />FAX; (904) 767-6556 <br /> <br />@ COPYRldHT, 1995. NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN <br />PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br />SECTION: ~ <br />PAGE; 2~9 <br /> <br />-59- <br />