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<br />SCRli!ENED ENCLOSURES: SCREEN I VINYL AND SOLID COVER <br /> <br />2"x :3 <br /> <br />--J <br /> <br />BEAM SEE TABLE 4 <br /> <br />OIl, I~HANG VARIES + <br />2' U" MAX. <br /> <br />-~r <br /> <br />.W"- <br />fOR MAX. <br />UPRIGHT <br />LENGTH l"x 2" <br /> <br />I <br />. <br /> <br />3- 1/2" SLAB ON GRADE <br />OF, RAISED fOOTING <br /> <br />VARIES NO MAX. (ELEV. SLAB OR ON GRADE) <br /> <br />-J <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 />ALUMINUM PANEL CO.VER <br /> <br /> <br />i- <br />N <br />T-J <br /> <br /> <br />LJ <br />a::: <br />:) <br />1-- <br />o <br />:) <br />f- <br />Ul <br />~~ <br />~: <br />Ul <br />X <br />.... <br /> <br />I <br />"-/ <br /> <br />2"x~ BEAM AND COLUIwINS <br />MAX. COLUMNS, SPACING <br />SEE TABLES <br /> <br />1 "x2"xO.040" <br /> <br />'If( VARIES <br /> <br />1 <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 EQUAL <br />MAX. OF 2'-0- D.C. <br />ANCHOR TO WALL WITH 1-1/2" 110 SMS WITH WASHERS 2'-0" D.C. SPACING <br />ANCHOR BEAM AND COlUIwIN KNEE. BEAM WITH ANCHOR CUPS AND 110 SCREWS AND <br />WASHERS <br />2. "'IN. Sl..A8 THICKNESS FOR su.a ON CRAOE 15: 3-1/2" CONCRETE <br />3. SEu:CT FRONT WALL BEAM fROM TABLE USING LARGER "A" VALUE OF W/2 OR W/2+0.H. <br />4. 'If( IS CLEAR DISTANCE fROM HOST STRUCTURE TO FRONT WALL BEAM <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVIL ENGINEER &; DEVELOPMENT CONSUlIANT <br />P. O. BOX 4368 SOUTH DAYTONA. FL 32121 <br />PHONE 1 (904) 767-4n4 <br />fAX . 1 (904) 767-6556 <br /> <br />"-.J <br /> <br />C COPYRI :iHT, 1996 <br />NOT TO BI REPRODUCED IN WHOLE OR IN flt.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. RE. <br /> <br />