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<br />SCREEN, VINYL & GLASS ROOMS <br /> <br />SECTION 3 <br /> <br />saECT EDGE BEAM TABLE 3.1 <br /> <br />ROOF <br />~ <br /> <br />- ------ " <br /> <br />3-1/2' SLAB ON GRADE <br />OR RAISED FOOTING <br /> <br />LW <br /> <br />FOR MAX. <br />UPRIGHT <br />LENGTH i x 2' <br /> <br />V ARES NO MAX. (ELEV. SLAB OR ON GRADE) <br /> <br />J: <br /> <br />I <br />I <br />-----'" <br /> <br />'I' . j' <br /> <br />TYPICAL GLASS ROOM WITH SOLID ROOF, TYPICAL FRONT VIEW FRAMNG <br />, (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF ix2' PLATE TO BOTTOM OF WALL BEAM) <br /> <br />AL TERNA TE CONNECTION AT <br />FASCIA ALLOWED <br />SEE SECTION 7 FOR DET ALS <br /> <br />LOAD WDTH <br />FOR ROOF PANELS <br /> <br />rr= ~~2+ P/2 <br /> <br />..... <br /> <br /> <br />SOLID ROOF <br /> <br />SIZE BEAM AND COLUMNS <br />PER TABLES <br /> <br />J <br /> <br />O.H. <br /> <br />EXISTNG <br />STRUCTURE <br /> <br />P . PRO..eCTlON FROM BLOG. <br />L W . LOAD WDTH <br /> <br />VARES <br /> <br />L P VARIES ---l <br /> <br /> <br />NOTES: ANCHOR l' x 2' OPEN BACK EXTRUSION WITH V4'x2-V4' CONCRETE <br />FASTENER MAXIMUM OF 2'-0' ON CENTER AND WITHIN 6' OF UPRIGHT <br />ANCHOR i x 2' TO WALL WITH 2-V2" 110 St-EET METAL SCREWS WITH <br />WASHERS 2'-0' ON CENTER. ANCHOR BEAM AND COLUMN NTERNALL Y <br />OR WTH ANCHOR CLPS AND #10 SCREWS AND W ASI-ERS, <br /> <br />MNIMUM SLAB THCKNESS FOR SLAB ON GRADE IS 3- V2' CONCRETE. <br /> <br />SELECT FRONT WALL BEAM FROM TABLE USNG LARGER 'A' VALUE OF <br />P/2 OR P/2 + O.H. <br /> <br />'P' IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM. <br /> <br />Lawrence E. Bennett, P.E. <br />0Vl. ENGIEER - DEV8..OPAENT CONSU.. T ANT <br />P,O, BOX 4368, SOUTliOAYTONA, Fl 32121 <br />TEI..EPHON: (904) 767-.. T7.. <br />FAX (9Q.4) .767-6556 <br /> <br />@ COPYRIGHT 1997 <br /> <br />NOT TO BE REPRODUCED ~ WHOLE OR ~ PART WffiiOlJT n-E WRrrTEN PERMISSION OF LAWRENCE E. BE/oN:TT, P.E. <br /> <br />SEAL <br /> <br />PAGE <br /> <br />63 <br />