99-9075 - Laserfiche WebLink

Browse Search

ATTACHED & FREESTANDING COVERSAND UTILITY SHEDS 1-1/2" X 1-1/2" x 0,080" ANGLE EACH SIDE OF CONNECTING BEAM WITH SCREWS AS SHOWN CARRIER BEAM (SEE TABLE 2.1.3) SE::CTION 2 @ @ @ @ @ @ 1 W -I al ~ a:: w ~ J: ~ ~ w Cl PRIMARY BEAM (SEE TABLE 2 1 1 ANDIOR TABLE 212) 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 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 ANDIOR TABLE 2.1.2) W -I al ~ a:: w ~ J: ~ a.. w o 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) 13/4" 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 P.O BOX 4368, SOUTH DAYTONA. Fl 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL PAGE @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE [ BE NNE TT" P [ 65