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<br />SCU~EfEU\J]ED ENCLOSURES: SCREEN I VINYL WALLS AND SOLID COVER <br /> <br />2"x_J.._ BEAM SEE TABLE 4 <br /> <br />OVEI~HANG VARIES -+ <br />2'-1)" MAX. <br /> <br />IJw" <br /> <br />I <br /> <br />3 1 /2" SLAB ON <br />GR.t>OE OR RAISED <br />FOD flNG <br /> <br />MAX, <br />UPRIGHT l"x 2" <br />LENGTH <br />VARIES NO MAX. ELEV. SLAB OR ON GRADE <br /> <br />. JlHIJ <br /> <br />--J <br /> <br />TYPICAL GLASS ROOM WITH SOLID ROOF, TYPICAL FRONT VIEW FRAMING <br />· (HfJGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x2" PLATE TO BOTTOM OF WALL BEAM) <br /> <br />ALUMINUM PANEL COVER <br /> <br />O.H. <br /> <br /> <br />1"x2"xO.040" <br />"w" VARIES -+ <br /> <br /> <br />W <br />0::: <br />::J <br />t- <br />U <br />::J <br />0::: <br />t- <br />Ul <br /> <br />Cl <br />Z <br />I- <br />Ul <br />X <br />W <br /> <br />W/2 W/2 <br /> <br />~ <br /> <br />2"x;i_ BEAM AND COLUMNS <br />MAX. COLUMNS, SPACING <br />SEE TABLES <br /> <br />2t <br />=t"-- <br />J <br /> <br />TYPICAL GLASS ROOM <br /> <br />NOES: <br />1. Ar-.JCHOR 1" x 2" OPEN BACK EXTRUSION WITH TAPCON 1/4"x2 1/4" LENGTH OR EOUAL <br />M/\X. OF 2'-0" O.C. <br />ANCHOR TO WALL WITH 1 1/2" #10 SMS WITH WASHERS 2'-0" O.C. SPACING <br />AfKHOR BEAM AND COLUMN KNEE BEAM WITH ANCHOR CLIPS AND #10 SCREWS AND <br />W,~\SHERS <br />2, ~'IN. SLAB THICKNESS FOR SLAB ON GRADE IS 3 1/2" CONCRETE <br />3. S[LECT FRONT WALL BEAM FROM TABLE USING LARGER "A" VALUE OF W/2 OR W/2+0.H, <br />4, "w" IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM <br /> <br />!b&1W[J'@Ui)@@ @;" rn@Ui)Ui)@UUp (P"~a <br />CIVIL ENGINEER AND DEVELOPMENT CONSULTANT <br />P.O. BOX 4369 S. DAYTONA. FLORIDA 32121,-4368 <br />PHONE: (904) 767-4774 <br />FAX: (904) 767-6556 <br /> <br />@ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN <br />PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br />SECTION: ;2 <br />PAGE: ~~t2 <br /> <br />-23- <br />