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<br />SCREEN, VINYL & GLASS ROOMS <br /> <br />SECTION 3 <br /> <br />SElECT 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 1" x 2' <br /> <br />V ARES NO MAX. (ELEV, SLAB OR ON GRADE) <br /> <br />J: <br /> <br />---'>< <br /> <br />. j' ',' <br /> <br />TYPICAL GLASS ROOM WITH SOLJD ROOF, TYPICAL FRONT VIEW 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 DET ALS <br /> <br />SOLID ROOF <br /> <br />LOAD WDTH <br />FOR ROOF PANElS <br /> <br />G= ~~2+ P/2 <br /> <br />SIZE BEAM AND COLlJ.1NS <br />PER TABLES <br /> <br />J <br /> <br />0.1-1. <br /> <br />EXISTNG <br />STRUCTLflE <br /> <br />P . PRO..eCTlON FROM BLDG. <br />L W . LOAD WDTH <br /> <br />VARES <br /> <br />L P VARIES ---l <br /> <br />, . .\ '" "'f.\ f::'6~~' I <br /> <br />~ ,,1-,;. ,p....' <br /> <br />NOTES: ANCHOR l' x 2' OPEN BACK EXTRUSION WITH 1/4"x2-1/4" CONCRETE <br />FASTENER MAXIMUM OF 2'-0" ON CENTER AND WITHN 6" OF UPRiG(HT <br />ANCHOR l' x 2' TO WALL WITH 2-1/2" #10 SHEET METAL SCREWS WITH <br />WASHERS 2'-0' ON CENTER, ANCHOR BEAM AND COLUMN NrERNALL Y <br />OR WTH ANCHOR CLIPS AND #10 SCREWS AND W ASt-ERS, <br /> <br />MNIMUM SLAB THICKNESS FOR SLAB ON GRADE IS 3-1/2' CONCRETE. <br /> <br />SELECT FRONT WALL BEAM FROM TABLE USNG LARGER "A' VALUE OF <br />P/2 OR P/2 + 0.1-1. <br /> <br />'P' IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM. <br /> <br />Lawrence E. Bennett, P.E. <br />avL ENG#EER - DEVE1...~ CONSU.. rANT <br />P.O, BOX 4368, sourn DAYTONA. FL 32121 <br />TaEPHOIoE (904) 767-4n4 <br />FAX (904) .767-6558 <br /> <br />SEAL <br /> <br />@ COPYRIGHT 1997 <br />NOT TO BE REPRODUCED to! WHOLE OR to! PART WffiiOUT 1l-E WRITTEN PERMISSION OF LAW'RENCE E, 6EN'ETI, P.E. <br /> <br />PAGE <br /> <br />63 <br />