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PRIMARY BEAM (SEE TABLE 2 1 1 AND/OR TABLE 2,12) ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS 1-1/2" x 1-1/2" x 0080" ANGLE EACH SIDE OF CONNECTING BEAM WITH SCREWS AS SHOWN @ @ @ @ @ @ UJ ...J a:l ~ 0:: UJ a.. J: I- a.. UJ c CARRIER BEAM (SEE TABLE 2,1,3) SECTION :2 l 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" INTERNALL Y CARRIER BEAM TO BEAM CONNECTION SCALE: 1/4" = 1" ANGLE OR RECEIVING CHANNEL NOTE: EXTRUSIONS WITH INTERNAL SCREW BOSSES MAY BE CONNECTED WITH (2) #10 X 1 1/2" INTERNALL y, MINIMUM #8 S,M,S. X 3/4" LONG NUMBER REQUIRED EQUAL TO BEAM DEPTH PRIMARY BEAM (SEE TABLE 2.1,1 AND/OR TABLE 2.1.2) UJ ...J a:l ~ 0:: UJ a.. J: I- a.. UJ C BEAM TO WAll CONNECTION: "- (2) 2" X 2" X 0,060" EXTERNALLY MOUNTED ANGLES ATTACHED 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 13/4" x 13/4" X 1/8" INTERNAL U-CLlP ATTACHED TO WOOD WALL WITH MINIMUM (3) 1/4" x 2 1/4" LAG SCREWS PER SIDE OR (3) 1/4" x 2 1/4" 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) 767.6556 @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE f lJ[ NNETT P f SEAL PAGE 65