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<br />SCREEN, VINYL & GLASS ROOMS <br /> <br />(2) #10 x 1" S. M. S, INTO <br />SCREW SLOTS <br /> <br />ANCHOR 1"x 2" PLATE TO <br />CONCRETE WI 1/4" x 2-1/2" <br />CONCRETE ANCHORS WITHIN <br />6" OF EACH SIDE OF EACH <br />POST AND 24" O,C, MAX, <br /> <br />MIN. 3-1/2" SLAB 2500 PSI <br />CONC, 6x6-10x10 W'w,M. OR <br />FIBER MESH <br />VAPOR BARRIER UNDER <br />CONCRETE <br /> <br /> <br />-----~ <br />'J <br />t-'I~ <br />--f~ <br />-~ <br /> <br />SECTION 3 <br /> <br />BEAM I HEADER <br /> <br />ALTERNATE CONNECTION <br />DETAIL 2" x 2" x 0.063" ANGLE <br />CONNECT UPRIGHT @ BEAM I <br />HEADER AND CHAIR RAIL <br /> <br />ANGLE CLIPS MAY BE <br />SUBSTITUTED FOR INTERNAL <br />SCREW SYSTEMS <br /> <br />1" x 2" EXTRUSION <br /> <br />1-1/8" MIN. IN CONCRETE <br /> <br />HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL <br />SCALE: 1/4"::: 1" <br /> <br /> <br /> <br />2" x 2" OR 2" x 3" OR 2" 5MB POST // <br />J ~~ <br />~o-( <br /> <br />o 0 <br />~--- <br /> <br />ANCHOR 1" x 2" PLATE TO CONCREIE _ _ L_ --- <br />WIT H 1/4" x 2-1/2" CONCRETE ~. <br />ANCHORS WITHIN 6" OF EACH SIDE -f r= <br />OF EACH POST AT 24" O,C. MAX, <br />OR THROUGH ANGLE AT 24" O,C. MAX. -- <br /> <br />1,1\1... ''''''', f <br /> <br /> <br /> <br />rvllN 31/2" SLAB 2500 PSI CONC. <br />Gx6-10x 10 WW,M, OR FIBER MESH <br />VAPOR BARRIER UNDER CONCRETE <br /> <br />(4) #10 x 1/2" S.M.S. EACH SIDE <br />OF POST <br /> <br />HEADER BEAM <br /> <br />H-BAR OR GUSSET PLATE <br />2" x 2" x 1/16" ANGLE EACH SIDE <br />ATTACH TO POST AND CONCRETE <br />AT LOAD BEARING WALL WITH <br />(2) #10 x 1/2" S,M.S. EACH SIDE <br />1" x 2" EXTRUSION <br /> <br />1-1/8" MIN. IN CONCRETE <br /> <br />SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL <br />SCALE: 1/4" = 1" <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER - DEVELOPMENT CONSULTANT <br />r.o BOX 4368, SOUTH DAYTONA. FL 32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767.6556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />@ COPYRIGHT 1999 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WFm TEN rEFlMISSION or- LAWRENCE E. BENNETT. P.E. <br /> <br />81 <br />