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SCREEN, VINYL & GLASS ROOMS (2) #10 x 1" S. M. S. INTO SCREW SLOTS ANCHOR 1" x 2" PLATE TO CONCRETE W/1/4" x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6x6-10x10 W.w.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE ~ SECTION 3 BEAM / HEADER ALTERNATE CONNECTION DETAIL 2" x 2" x 0.063" ANGLE CONNECT UPRIGHT @ BEAM I HEADER AND CHAIR RAIL ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS 1" x 2" EXTRUSION 1-1/8" MIN..lN CONCRETE HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL SCALE: 1/4" = 1" 2" x 2" OR 2" x 3" OR 2" 5MB POST o 0 o 0 (4) #10 x 1/2" S.M.S. EACH SIDE OF POST HEADER BEAM ANCHOR 1" x 2" PLATE TO CONCRETE WITH 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O.C. MAX. OR THROUGH ANGLE AT 24" O.C. MAX. ____ H-BAR OR GUSSET PLATE 2" x 2" x 1/16" ANGLE EACH SIDE ATTACH TO POST AND CONCRETE AT LOAD BEARING WALL WITH (2) #10 x 1/2" S.M.S. EACH SIDE 1" x 2" EXTRUSION MIN. 3-1/2" SLAB 2500 PSI CONC. 6x6-10x10 W.w.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE 1-1/8" MIN. IN CONCRETE SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL SCALE: 1/4" = 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 4368, SOUTH DAYTONA. Fl32121 TELEPHONE (904) 787-4714 FAX (904) 787-8556 SEAL PAGE @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 81