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<br />SCIREENIED ENClOSUIRES: SCREEN I VINYL WALLS AND SOUD COVER <br /> <br />2"x____ BEAM SEE TABLE 4 <br /> <br />OVERHANG VARIES + <br />2' -0" MAX. <br /> <br />"w" <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. ELEV. SLAB OR ON GRADE <br /> <br />-l <br /> <br />I <br /> <br />* "H" <br /> <br />TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING <br />* (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1 "x2" PLATE TO BOTTOM OF WALL BEAM) <br /> <br />W/2 <br /> <br /> <br />W/2 <br /> <br />ALUMINUM PANEL COVER <br /> <br /> <br />2"x BEAM AND COLUMNS <br />MAX. COLUMNS, SPACING <br />SEE TABLES <br /> <br />t 1 "x2"xO.040" <br />~ J-- "w" VARIES ~ <br /> <br />TYPICAL GLASS ROOM <br /> <br />W <br />0::: <br />::J <br />t- <br />U <br />::J <br />0::: <br />t- <br />(fJ <br /> <br />C') <br />z <br />i= <br />(fJ <br />x <br />w <br /> <br />NOTE S: <br />1. ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH T APCON 1/ 4"x2 1 /4" LENGTH OR EQUAL <br />MAX. OF 2'-0" O.C. <br />ANCHOR TO WALL WITH 1 1/2" #10 SMS WITH WASHERS 2'-0" O.C. SPACING <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 />KE~ WILEY CONS1RiJCTlON <br />P.O. BOX 309 <br />CRYSTAL SPRING~, FL ~3524 <br />PHONE (613) 782-0546 <br /> <br />[b@WO'@[fiJ@@ @:o G3@[fiJ[fiJ@UUg [po@: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 />-23- <br /> <br />SECTION: 2 <br />PAGE: ~=~2 <br />