00-9211 - Laserfiche WebLink

Browse Search

SCREEN, VINYL & GLASS ROOMS (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" Or: EACH SIDE OF EACH POST AND 24" O,C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6x6-10x10 WW.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE ---~ ~ oo_.t- <t SECTION 3 BEAM 1 HEADER 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 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 J 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, ~~ j~ (4) #10 x 1/2" S,M.S, EACH SIDE OF POST o 0 o 0 ~ ---- HEADER BEAM ------ MIN, 3-1/2" SLAB 2500 PSI CONC, 6x6-10x10 WW,M, OR FIBER MESH VAPOR BARRIER UNDER CONCRETE . '4.A . 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 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, 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. BENNETI, P E PAGE 81