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<br />SCIREEINIED ENClOSUIRES: SCREEN I VINVL WALLS AND S9UD eOV~R <br /> <br />",-...., <br /> <br />"x BEAM SEE TABLE 4 <br /> <br />OVERHANG VARIES 4- <br />2'-0" MAX. <br /> <br />"w" <br /> <br />~I <br /> <br />3 1/2" SLAB ON <br />GRADE OR RAISED <br />FOOTING <br /> <br />MAX. <br />UPRIGHT l"x 2" <br />LENGTH <br />VARIES NO MAX. (ELFV. SLAB OR ON GRADE <br /> <br />* "H" <br /> <br />-----~. <br /> <br />TYPICAL GLASS ROOM WITH SOliD ROOF. TYPICAL FRONT VIEW FRAMING <br />* (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1 "x2" PLA 1"E TO BOTTOM OF WALL BEAM) <br /> <br />ALUMINUM PANEL COVER <br /> <br />/ <br /> <br /> <br /> <br />o H.rf w/2 W/2 j./ ~ <br />_ /, u <br />-_________.. / / :::J <br /> <br />-~== //: ~ <br />// (J <br /> <br />1 "x2"xO.040" <br />"w" VARIES ~ <br /> <br /> <br />,-- <br />Ul <br /> <br />/"""'.. <br /> <br />2"x_3 BEAM AND COLUMNS <br />MAX. COLUMNS, SPACING <br />SEE TABLES <br /> <br />~-- ---- <br /> <br />tt <br />~ <br />J <br /> <br /> <br />-< <br />l.LJ <br /> <br />TYPICAL GL.ASS ROOM <br /> <br />NOTE S: <br />1. ANCHOR 1" x 2" OPEN BACK E'xTRUSION WITH T ;\PCON 1/ 4"x2 1 /4" U:.NG Iii OR fOllAl <br />MAX. OF 2'-0" O.C. <br />ANCHOR TO WALL WITH 1 1/2" #10 SMS WITH WASHERS 2'-0" Oc. SPAClNC <br />ANCHOR BEAM AND COLUMN KNEE BEAM WITH ANCHOR CLIPS AND #1 0 ~;cr\[w~; AND <br />WASHERS <br />2. MIN. SLAB THICKNESS FOR SLAB ON GRADE IS 3 1/2" CONCRETE <br />3. SELECT FRONT WALL BEAM FROM TABLE USING LARGER "A" VALUE OF W/2 OR W/7+0H <br />4. "w" IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM <br /> <br />@ COPYRIG <br /> <br /> <br />~OOW[],Cil(]i)@@ [3", W@(]i)fJi)@tt~\J n'\J[?1,,, <br />CIVIL ENGINEER AND DEVELOPMENT CONSUL TAN r <br />P.O. BOX 4369 S. DAYTONA, FLORIDA 32121 45liFi <br />PHONE: (904) 767-4774 <br />FAX: (904) 767-6556 <br /> <br />/"""'.. <br /> <br />'.I C Tlcnl <br /> <br />,.,) <br />l?-.. <br /> <br />REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN <br />FROM LAWRENCE E. BENNETT, p.E. <br /> <br />PAGE. <br /> <br />~"= ~ ~;~ <br /> <br />-23- <br />