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<br />. ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS <br /> <br />SECTION 2 <br /> <br />r <br /> <br />CONNECTOR MAY BE (2) <br />ANGLES. INTERNAL 'U' <br />CHANNEL OR EXTERNAL 'U' <br />CHANNEL EACH SIDE OF <br />CONNECTING BEAM WITH <br />SCREWS (PER SECTION 9) <br /> <br />CARRIER BEAM (SEE TABLE <br />2.1.3) <br /> <br /> <br />@ <br />@ <br />@ <br />@ <br />@ <br />@ <br /> <br />W <br />...J <br />(I) <br />~ <br />~ <br />W <br />0.. <br />:r:: <br />l- <br />ll. <br />W <br />o <br /> <br />PRIMARY BEAM <br />(SEE TABLE 2.1.1 <br />AND/OR TABLE 2.1.2) <br /> <br />NOTE: <br /> <br />MINIMUM NUMBER S.M.S. @ 3/4" LONG. <br />REQUIRED IS EQUAL TO BEAM DEPTH (SEE <br />SECTION 9) <br />EXTRUSIONS WITH INTERNAL SCREW BOSSES <br />MAY BE CONNECTED WITH (2) #10 x 1-1/2" <br />INTERNALLY <br /> <br />CARRIER BEAM TO BEAM CONNECTION <br /> <br />PRIMARY BEAM <br />(SEE TABLE 2.1.1 <br />AND/OR TABLE 2.1.2) <br /> <br /> <br />ANGLE OR RECEIVING <br />CHANNEL <br /> <br />BEAM TO WALL CONNECTION: <br />(2) 2" x 2" x 0.060" EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOD WALL WITH <br />MINIMUM (2) 3/8" x 2" LAG SCREWS PER SIDE OR (2) 1/4" x 2-1/4" CONCRETE ANCHORS TO <br />CONCRETE OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM <br />DEPTH LARGER THAN 3" <br />(ALTERNATE) (1) 1-3/4" x 1-3/4" x 1-3/4" x 1/8" INTERNAL U-CHANNEL ATTACHED TO WOOD <br />WALL Willi MINIMUM (3) 3/8" x 2" LAG SCREWS OR (3) 1/4" x 2-1/4" CONCRETE ANCHORS TO <br />CONCRETE OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM <br />LARGER THAN 3" <br /> <br />CARRIER BEAM TO WALL CONNECTION <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) 7674774 <br />FAX (904) 767~556 <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 />2-15 <br /> <br />.r:.~ <br />