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ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 1-1/2" x 1-1/2" x 0,080" ANGLE EACH SIDE OF CONNECTING BEAM WITH SCREWS AS SHOWN @ @ @ @ @ @ UJ -l co ~ a::: UJ a.. :::c I- a.. UJ o PRIMARY BEAM (SEE TABLE 2 1 1 AND/OR TABLE 212) l CARRIER BEAM (SEE TABLE 2,1,3) MINIMUM #8 S,M,S, x 3/4" lONG NUMBER REQUIRED EQUAL TO BEAM DEPTH IN INCHES NOTE: EXTRUSIONS WITH INTERNAL SCREW BOSSES MAY BE CONNECTED WITH (2) #10 x 1-1/2" INTERNAllY CARRIER BEAM TO BEAM CONNECTION SCALE: 1/4" = 1" ANGLE OR RECEIVING CHANNEL PRIMARY BEAM (SEE TABLE 2.1.1 ANDIOR TABLE 2.1,2) NOTE: EXTRUSIONS WITH INTERNAL SCREW BOSSES MAY BE CONNECTED WITH (2) #10 x 1 1/2" INTERNALLY, MINIMUM #8 S.M.S. x 3/4" LONG NUMBER REQUIRED EQUAL TO BEAM DEPTH W -l co ~ a::: w a.. :::c I- a.. UJ o BEAM TO WALL CONNECTION (2) 2" x 2" x 0,060" EXTERNALLY MOUNTED ANGLES ATIACHED TO WOOD WALL WITH MINIMUM (2) 3/8" x 2" LAG SCREWS PER SIDE OR (2) 1/4" x 2 1/4" CONCRETE ANCHORS TO CONCRETE OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3" (ALTERNATE) (1) 1 3/4" x 1 3/4" x 1 3/4" x 1/8" INTERNAL U-CLlP ATTACHED TO WOOD WALL WITH MINIMUM (3) 1/4" x 21/4" LAG SCREWS PER SIDE OR (3) 1/4" x 21/4" CONCRETE ANCHORS TO CONCRETE OR MASONRY WAll ADD (1) ANCHOR PER SIDE FOR EACH INCH OR CANTILEVERED BEAM DEPTH LARGER THAN 3" CARRIER BEAM TO WALL CONNECTION SCALE: 1/4" = 1" Lawrence E. Bennett. P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT PO BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 761-6556 SEAL @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WHITIEN PERMISSION Of LAWRENCE I III NNl rr. f' l PAGE 65