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<br />SCREENED ENClOSU~ES: SCREEN I V~NVl WAllS AND SOLID COVER <br /> <br />2"x <br /> <br />BEAM SEE TABLE 4 <br /> <br />OVERHANG VARIES -+- <br />2'-0". MAX. <br /> <br />"w" <br /> <br />-, <br /> <br />f'"'... <br />.../ <br /> <br />3 1/2" SLAB ON <br />GRADE OR RAISED <br />FOOTING <br /> <br />MAX. <br />~~~lg~HT 1 "x 2" <br />VARIES NO MAX. ELEV. 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 TOfJ OF 1 "x2" PLATE TO BOTTOM OF WALL BEAM) <br /> <br />W/2 <br /> <br />W/2 <br /> <br /> <br />W <br />0:: <br />~ <br />f- <br />U <br />::J <br />/ ~ <br />/ UJ <br /> <br />... c:> <br />z <br />... f= <br />UJ <br />... - <br />x <br />, w <br /> <br />~ <br /> <br />O.H. <br />ALUMINUM PANEL COVER ---------.... <br /> <br /> <br />2"x BEAM AND COLUMNS <br />MAX. COLUMNS, SPACING <br />SEE TABLES <br /> <br />it 1 "x2"xO.040" <br />""J "w" VARIES l <br /> <br />TYPICAL GLASS ROOM <br /> <br />NOTES: <br />1. ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH TAPCON 1/4"x2 1/4" LENGTH OR EOUAL <br />MAX. OF 2'-0" O.C. <br />ANCHOR TO WALL WITH 1 1/2" #10 SMS WITH WASHERS 2'-0" O.C, SPACII\jG <br />ANCHOR BEAM AND COLUMN KNEE BEAM WITH ANCHOR CLIPS AND #10 SCREWS 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/2+0.H. <br />4. "w" IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM <br /> <br />[b@W(f'@(fO@@ @:o m@(fO(fO@UUg [;)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 />r--- <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: ~=~~ <br /> <br />-72- <br />