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<br />SCREfEfNJED fENCtOSUIF~ES; SCREEN / ViNYL WAllS AND StOLID CtOVER <br /> <br />OVERHANG VARIES <br />2' 0" MAX. <br /> <br />2"x__~_ BEAM SET TABI_E 4 <br /> <br />Jl-C II~C_ -~C r~: i C___} ~ -~! <br />~Afi IEsli":-Cf] EV SL ~~~~~i~~:: ~~ Ad- - C --J <br /> <br />I <br /> <br />3 1/7" SLAB ON <br />GRADE OR RAISED <br />roo TlNG <br /> <br />TYPICAL GL 1\55 RCJO~1 w: Tf! ',OUD Roor. TYf"ICAL FRmn VIEW FF<AMING <br />'" (HEIGH r OF UFJr';:IGH T I'~ ME .ASIIf':f/) f 1,:m,1 TOP m 1 "x2" PLATE TO BOTTUH OF ViALL BEAM) <br /> <br />AIUMi1\lUM PAr'Jfl C::JVf f< <br /> <br />-1--V'!/~ - f___W12___.~/:/::..: ~.: w <br /> <br />. I // // /' 0:::' <br />OH'r-Je- i /~/> 2 <br />I I /' u <br />~~ I I I Jr- f~~ a <br />r= ~ .. / / tfi <br /> <br />~'. //trl-- -I :/ ..J~~; ~ <br />~ t~J,'j2C';~ c" <br />I "w" VARIES I <br />f---- ------.---_.___} <br /> <br />2"x _ Br;\M I\r~r) (\)1 UMN', <br />MAX COLUMNS, ~;PACING <br />SEE T Af3l E~; <br /> <br />iYPI CAt_ GL/\SS F\OOM <br /> <br />NOTES: <br />1. ANCHOR 1" x 2" OPEN 8/\0< [ XTFWSION WI TH T APCON 1/ 4"x2 1 14" I_UJCTH OR EQUAL <br />MAX. OF 2'-0" O.c. <br />ANGIOR TO WALL WI TH 1 1/2" #1 U ~;MS WI Tfl WASHERS 2'-0" O.C SPACING <br />ANCHO,P BEAM AND COLUMN IG\jU GfAM WI TH ANCHOR CliPS AND #10 SCREWS AND <br />WASHERS <br />2 MIN. SLM3 THICkN[SS ulr~ SL!\[l l1N,;f<ALk IS .3 1/2" CONCRETE <br />,) SELECT FRONT WALL BEAM FROM l/\HI F: USING LARGER "A" VALUE OF W/2 OR W/2+0.H <br />4. "w" is CLEAR DIS1M.JCf HWM HO::.i! SlRUCiURE: TO FRONT WALL BEAM <br /> <br />[h,EilwU'@uo@@ @;o m@UOUO@tm[J rfJo~o <br />CIVil UKINEfR AND DEVELOPMENT CCNSULTANf <br />PO BOX 4369 S. DAYTONA, FLORiDA 32121-436:3 <br />PHONE' (904) 161"4774 <br />ccAX (904) 767--6556 <br /> <br />@ COF'n,IGHT, 1995 ~JOT '[0 LJE I-!EPh'ODlJCU) I,,, WHOLE OR iN f'ART WITHOUT WRITTEN <br />f~ERMISSION FROM LAWRENCE E. BENNETT, P E. <br /> <br />SECTION: :2 <br /> <br />I';\G[. -u~t2 <br />