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<br />SCREENED ENCLOSUR <br /> <br /> <br />· SCREEN I V NYL AND SOLID COVER <br /> <br />~ <br /> <br />2'x 2. BEAM SEE TABLE 4 <br /> <br />OVERHANG VARIES + <br />2'-0" MAX. <br /> <br />~~-l <br /> <br />.W" -- <br /> <br />FOR MAX. <br />UPRIGHT <br />LENGTH l"x 2' <br /> <br />t <br />.r. <br /> <br />--J <br /> <br />3-1/2' SLAB ON GRADE <br />OR RAISED FOOTING <br /> <br />VARIES NO MAX. (ELEV. SLAB OR ON GRADE) <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 />r~ W/2 ~--r- W/2 - <br /> <br /> <br />ALUMINUM PANEL COVER O.H. t - I' <br /> <br />--------- I I <br /> <br /> <br />"-, <br />D: <br />i:? <br /><.) <br />~' <br />\..~l <br /> <br />,..---. <br /> <br />2'x__ BEAM AND COlUMNS <br />MAX. COLUMNS. SPACING <br />SEE TABLES <br /> <br />+-- <br />N <br />j <br /> <br /> <br />co <br />Z <br />t=: <br />VI <br />>e: <br />"-. <br /> <br />'"x2'xO.OW" <br /> <br /> <br />l---- 'w' VARIES ---- -1 <br /> <br />TYPICA~ B~/"t~~ ROOM <br />S C(L.C-i:.. ..~ <br /> <br />NOTES: <br />,. ANCHOR I" 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' #'0 SMS WITH WASHERS 2'-0" O.C. SPACING <br />ANCHOR BEAM AND COLUMN KNEE BEAM WITH ANCHOR CLIPS AND #'0 SCREWS AND <br />WASHERS <br />2. UIN. SLAB THICKNESS FOR SLAB ON CRAOE 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 />LAWRENCE E. BENNETT, P.E. <br />CIva 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 />~ <br /> <br />o COPYRIGHT. 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN R\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. <br /> <br />