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SECTION 1 SCREEN 1" x 2" O.B. BASE PLATE (TYP.) SECONDARY 2" x (d - 2 ") x 0.063" ANGLE EACH SIDE OF COLUMN WI #10 S.M.S. (SEE SCHEDULE NEXT PAGE) CONCRETE ANCHOR (SEE SCHEDULE NEXT PAGE) NOTE: DETAIL ILLUSTRATES TYPICAL 2" x 4" S.M.B. COLUMN CONNECTION SCREEN CONCRETEANCHORTHRU ANGLE OR WITHIN 6" OF UPRIGHT IF INTERNAL SCREWS INTO SCREW BOSSES NOTE: SELECT CONCRETE ANCHOR FROM TABLE 9.1 3000 P.S.1. CONCRETE SCREENED ENCLOSURES 2" 5d (MIN.) (MIN.) SIDE VIEW ~ 2" x 2" x 0.063" PRIMARY ANGLE EACH SIDE #10 x 3/4" S.M.S. EACH SIDE (SEE SCHEDULE NEXT PAGE) 5d* MINIMUM EDGE DISTANCE FROM EXTERIOR OF COLUMN TO OUTSIDE EDGE OF SLAB BOLT 0 "5d DISTANCE 1/4" 1-1/4" 3/8" 1-7/8" GRADE ---- :\ 0"<1 . ".,d <1 ...do 1-1/4" MIN. CONCRETE ANCHOR EMBEDMENT TYPICAL S.M. OR SNAP SECTION COLUMN (2) #10 x 3/4" S.M.S. EACH SIDE PRIMARY 2" x 2" x 0.063" ANGLE 1" x 2" BASE PLATE (TYP.) 1-1/4" MIN. CONCRETE ANCHOR EMBEDMENT MAX. SPACING 24" O.C. FOR BOTH SIDES FRONT VIEW 2" x 4" OR LARGER SELF MATING OR SNAP SECTION POST TO DECK DETAILS SCALE: 3" = 1'-0" .~ . " 4 ". . NOTE: FOR SIDE WALLS OF 2" x 4" OR SMALLER ONLY ONE ANGLE IS REQUIRED. 6" (MAX.) , 6" (MAX.) Lawrence E. Bennett, P .E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4TT4 FAX: (386) 767-6556 PAGE @ COPYRIGHT 2004 1-50 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.