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<br />SCREEN, VINYL & GLASS ROOMS <br /> <br />SECTION 3 <br /> <br />- <br /> <br />SELECT EDGE BEAM TABLE 3.1 <br /> <br />~ <br /> <br />ROOF <br /> <br />3- V2" SLAB ON GRADE <br />OR RAISED FOOTING <br /> <br />i'-- L W ---; <br /> <br />FOR MAX. <br />lPRIGHT <br />LENGTH 1" x 2" <br /> <br />V ARES NO MAX. (ELEV. SLAB OR ON GRADE) <br /> <br />1 <br /> <br />J: <br /> <br />1 <br /> <br />-~-----~- <br /> <br />TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT YEW FRAMNG <br />* (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x2" PLATE TO BOTTOM OF WALL BEAM) <br /> <br />AL TERNA TE CONNECTION AT <br />FASCIA ALLOWED <br />SEE SECTION 7 FOR DETAILS <br /> <br />LOAD WDTH <br />FOR ROOF PA/lELS <br /> <br />SOUD ROOF <br /> <br />~- <br />iLW----r <br />I 1- P/2 --+-- P/2 --J.- <br /> <br />-----------------------------------------~ :-- <br /> <br />SIZE BEAM AND COlLt.1NS <br />PEA TABLES <br /> <br />JOJi. <br /> <br />EXISTNG <br />STRUC~ <br /> <br />P " PRO..eCTION FROM BLDG. <br />LW - LOAD WDTH <br /> <br />VARES <br />---t- <br />L P VARES --l <br /> <br />.':'-YPICAL SCREEN / GLASS ROOM <br /> <br />NOTES: ANCHOR 1" x 2' OPEN BACK EXTRUSION WITH V4*x2-V4* CONCRETE <br />FASTENER MAXIMUM OF 2'-0" ON CENTER AND W/1'K'4 6" OF lPRlGHT <br />ANCHOR l' x 2' TO WAlL WITH 2- V2" #10 Sl-EET METAl SCREWS WITH <br />WASHERS 2'-0' ON CENTER. ANCHOR BEAM AN:> COLLt.1N NTERNAllY <br />OR WTH ANCHOR ClIPS AND #10 SCREWS AND W ASt-ERS. <br /> <br />MNIMUM SLAB THICKNESS FOR SLAB ON GRADE IS 3- V2' CONCRETE. <br />SELECT FRONT WAll BEAM FROM TABLE USNG LARGER "A" VALUE OF <br />P/2 OR P/2 + OH <br />"P' IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WAll BEAM. <br /> <br />Lawrence E. Bennett, P.E. <br />ava. ENG#EER - DEVa.0PMENr CONsu.. T ANT <br />P.O. BOX 4308, SOl1rH DA YTClNA, Fl 32121 <br />1ELEPl-tON: (904) 767-4n4 <br />FAX (904) 767-6556 <br /> <br />@ COPYRIGHT 1997 <br />NOT TO BE REPRODUCED N WHOLE OR N PART WITliOUT TlE WRITTEN PERMIsSION OF LAWRENce E. BeN:Tr, P.E <br /> <br />SEAL <br /> <br />PAGE <br /> <br />63 <br />