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<br />SCHEEN, VINYL & GLA~;;; I\OOMS <br /> <br />(2) #10 x 1" S M. S INTO <br />SCREW Sl.OTS <br /> <br />ANCHOI~. 1" x 2" PLATE TO <br />C(lNCRETE W/l/tl" x 2-1/2" <br />CONCRETE ANCHORS WITI-tlN <br />6" or: FACti SIDE OF EACH <br />POST AND 24" O.C. MAX. <br /> <br />MIN. 3-1/2" SLAB 2500 PSI <br />CONC. 6x6-10x10 WW.M. OR <br />FIBER MESH <br />VAPOR BARRIER UNDER <br />CONCRETE <br /> <br />J-.-... .---.. --- .... ---------j <br />~_..._. .-.-. <br /> <br />.--:., ~. --==..---=-- <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />'\ II fiT <br />-L=-.'.- .1l..-11. .=t.. '. -.~ <br />~t.~_.-s. . <br />--,~ -.'- <br />. . '" <br />: --.:...._'--~---- -'. <br /> <br />SECTION 3 <br /> <br />BEAM I HEADER <br /> <br />AL TERNATE 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 l.fOLLOW POST TO BEAM DETAIL <br />SCALE: 1/4" = 1" <br /> <br />2" x 2" OR 2" x 3" OR 2" 5MB POST _____ ~---- <br /> <br />-'~T'-~--j <br />--] -.-- <br />o 0 --f::-':'" <br />- --------1 <br />o 0 <br /> <br />.. -F-------~ <br /> <br />.I-}- ./---- <br /> <br />f ... . <br />I /--- <br /> <br />/:2~ <br />-. --:;i=:- <br />--~ <br /> <br />ANCHOR 1" x 2" PLATE TO CONCRETE <br />WITH 1/4" x 2-1/2" CONCRETE <br />ANCHORS WITHIN 6" OF EACH SIDE <br />OF EACH POST AT 24" O.C. MAX. <br />OR THROUGH ANGLE AT 24" O.C. MAX. <br /> <br />MIN. 3-1/2" SLAB 2500 PSI CONC. <br />6x6-10x10 WW.M. OR FIBER MESH <br /> <br /> <br />VAPOR BARRIER UNDER CONCRETE <br /> <br />(4) #10 x 1/2" 8.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" 8.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 ENGINEf R .. DEVE/. OFMENT C( WSUL TANT <br />po. BOX .Ulin, S(lUfH D^YTONA. FL 32121 <br />TEl r=PIfONF (91).1) 767477.1 <br />FAX (Q(I~) 787.6558 <br /> <br />SEAL <br /> <br />@ COPYRIGHT 1899 <br />NOT TO BF nErnOfJl1CEfJ Itf WI IDLE OR IN PAR 1 Wll Hour 1 HE WRIIIFN PFRMISSION or I AWIH NCF F. BFNNF TT. P F <br /> <br />PAGE <br /> <br />81 <br />