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<br />SCREENED ENCLOSURES: SCREEN I VINVl WAllS AND S~)lID COVER <br /> <br />2"x_~_ BEAM SEE TABLE 4 <br /> <br />OVERHANG VARIES 4- <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 1 "x 2" <br />LENGTH <br />VARIES NO MAX. ELEV. SLAB OR ON GRADE <br /> <br />.r- <br /> <br />-1 <br /> <br />* "H" <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 />W/2 <br /> <br /> <br />W/2 <br /> <br />O.H. <br />ALUMINUM PANEL COVER ________ <br /> <br />2"x_3_ BEAM AND COLUMNS <br />MAX. COLUMNS, SPACING <br />SEE TABLES <br /> <br /> <br />~ <br />=f-J <br /> <br />1 "x2"xO.040" <br />"w" VARIES ~ <br /> <br />Scree"" <br />TYPICAL ~~ ROOM <br /> <br />W <br />0:::: <br />:::J <br />f- <br />U <br />:::J <br />0:::: <br />f- <br />U1 <br />Cl <br />z <br />i= <br />U1 <br />x <br />w <br /> <br />~ <br />/ <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 Wj'2 OR W/2+0.H. <br />4. "w" IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM <br /> <br />[b@WI]'@Ui)@@ @;o m@Ui)Ui)@1J1Jg lPo@;o <br />CIVIL ENGINEER AND DEVELOPMENT CONSUL TAN1 <br />P.O. BOX 4369 S. DA nONA, 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 />-72- <br /> <br />,r--.. <br /> <br />'"' <br /> <br />SECTION: 2: <br />PAGE: ~=~~ <br />