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<br />SC~~EIE~ED ENCLOSURES: SCREEN I VINYL WALLS AND SOLID COVER <br /> <br />2" x.3 BEAM SEE TABLE 4 <br />---- <br /> <br />OVEt~HANG VARIES + <br />2' - J" MAX. <br /> <br />"w" <br /> <br />j-r <br /> <br />3 , /2" SLAB ON <br />GRMJE OR RAISED <br />FOCTlNG <br /> <br />MAX. <br />UPRIGHT ,"x 2" <br />LENGTH <br />VARIES NO MAX. ELEV. SLAB OR ON GRADE <br /> <br />* "Hu <br /> <br />----J- <br /> <br />TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING <br />.. (HIJGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x2" PLATE TO BOTTOM OF WALL BEAM) <br /> <br />2"xii_ BEAM AND COLUMNS <br />MAX, COLUMNS, SPACING <br />SEE TABLES <br /> <br /> <br />2\- <br />::OF- <br />J <br /> <br />,"x2"xO.040" <br />"w" VARIES -+ <br /> <br /> <br />~ <br />jj~ <br />jj~ <br />~~ <br />~~ <br />~~ <br /> <br />W/2 W/2 <br /> <br />ALUMINUM PANEL COVER <br /> <br />TYPICAL GLASS ROOM <br /> <br />NOFS: <br />1. ANCHOR ," x 2" OPEN BACK EXTRUSION WITH TAPCON 1/4"x2 1/4" LENGTH OR EOUAL <br />MAX. OF 2'-0" O.C. <br />AI'JCHOR TO WALL WITH 1 1/2" #10 SMS WITH WASHERS 2'-0" O.C. SPACING <br />AI'JCHOR BEAM AND COLUMN KNEE BEAM WITH ANCHOR CLIPS AND #10 SCREWS AND <br />WI\SHERS <br />2. 1...1 IN. 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/2+0.H. <br />4. "w" IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM <br /> <br />[b@\"A'7(]'@[il)@@ @:o W@[il)[il)@\J\Jg [;)o@:o <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: "11='11'" <br />