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<br />SCREENED ENCLOSURES: SCRIEEN I VINYL 'IN AllS AND SOLID COVER <br /> <br />2"x____ BEAM SEE TABLE 4 <br /> <br />OVERHANG VARIES + <br />2'-0" MAX, <br /> <br />"wit <br /> <br />I <br /> <br />.3 1 /2" SLAB ON <br />GRADE OR RAISED <br />FOOTING <br /> <br />MAX. <br />UPRIGHT 1 "x 2" <br />LENGTH <br />VARIES NO MAX. ELEV. SLAB OR ON GRADE <br /> <br />* "H" <br /> <br />-l <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 />o Ht 11'1I2 <br />ALUMINUM PANEL COVER ~IT <br /> <br />W/2 <br /> <br /> <br />W <br />0::: <br />::J <br />t-- <br />U <br />::J <br />0::: <br />t-- <br />U1 <br /> <br />C) <br />Z <br />;= <br />U1 <br />X <br />W <br /> <br />2"x___ BEAM AND COLUMNS <br />MAX, COLUMNS, SPACING <br />SEE TABLES <br /> <br /> <br />it 1 "x2"xO.040" <br />=t- <br />J "W" VARIES ,~ <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" 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 />[b@W[(@[]iJ@@ @:o rn@[]iJ[]iJ@1l1lg [?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 /> <br />PAGE: ~~t2 <br /> <br />_')':11_ <br />