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81 SCREEN, VINYL & GLASS ROOMS SECTION 3 I BEAM 1 HEADER (2) #10 x 1" S, M. S, INTO SCREW SLOTS ANCHOR 1" x 2" PLATE TO CONCRETE WI 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND 24" O.C. MAX. ~ ALTERNATE CONNECTION DETAIL 2" x 2" x 0.063" ANGLE CONNECT UPRIGHT @ BEAM 1 HEADER AND CHAIR RAIL ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. 3-1/2" SLAB 2500 PSI CONC. 6x6-10x10 W.w.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE 1" x 2" EXTRUSION 1-1/8" MIN. IN 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 (4) #10 x 1/2" S.M.S. EACH SIDE OF POST - o 0 HEADER BEAM o 0 ---- H-BAR OR GUSSET PLATE ANCHOR 1" x 2" PLATE TO CONCRETE WITH 1/4" x 2-1/2" CONCRETE ~ 2" x 2" x 1/16" ANGLE EACH SIDE ANCHORS WITHIN 6" OF EACH SIDE ATTACH TO POST AND CONCRETE OF EACH POST AT 24" O.C. MAX. AT LOAD BEARING WALL WITH OR THROUGH ANGLE AT 24" O.C. MAX. (2) #10 x 1/2" S.M.S. EACH SIDE 1" x 2" EXTRUSION MIN. 3-1/2" SLAB 2500 PSI CONC. ' '<1,4 ' : 1-1/8" MIN. IN CONCRETE 4 6x6-10x10 W.w.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL SCALE: 1/4" = 1" It 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 @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE PAGE