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<br />SCREEN, VINYL & GLASS ROOMS <br /> <br />SECTION 3 <br /> <br />MINIMUM 3-1/2" <br />SLAB ON GRADE OR <br />RAISED FOOTING <br />(SEE DETAILS FOR <br />FOOTINGS) <br /> <br />-- 'LW' --- <br /> <br />FOR MAX, <br />UPRIGHT <br />LENGTH <br /> <br />~ <br />I <br /> <br />ROOF <br /> <br />SELECT EDGE BEAM TABLE 3,1.1 <br />AND I OR TABl.E 3,1,2 <br /> <br />. <br /> <br />:z: <br /> <br />1" x 2" <br /> <br />_.~ <br /> <br />___'0RI~~_ NO M~J~LE~:_~~AB 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 BOTroM OF WALL BEAM) <br /> <br />ALTERNATE CONNECTION AT <br />FASCIA ALLOWED (SEE <br />SECTION 7 FOR DETAILS) <br /> <br />SOLID ROOF <br /> <br />LOAD WIDTH <br />FOR ROOF BEAM <br /> <br />r~=-L~2-r <br /> <br /> <br />1 - O,H, EXISTING <br />STRUCTURE <br /> <br />SIZE BEAM AND UPRIGHTS <br />(SEE TABLES) <br /> <br />, <br /> <br />, VARIES <br />. <br /> <br />L- f _ P VARIES -J <br /> <br />P = PROJECTION FROM BLDG, <br />LW = LOAD WIDTH <br /> <br />TYPICAL SCREEN I GLASS ROOM <br />SCALE: 1/4" = 1'-0" <br /> <br />NOTES: ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH 1/4"x2-1/4" CONCRETE <br />FASTENER MAXIMUM OF 2'-0" ON CENTER AND WITHIN 6" OF UPRIGHT <br />ANCHOR 1" x 2" TO WALL WITH 2-1/2" #10 SHEET METAL SCREWS WITH <br />WASHERS 2'-0" ON CENTER. ANCHOR BEAM AND COLUMN INTERNALLY <br />OR WTH ANCHOR CLIPS AND #10 SCREWS AND WASHERS, <br /> <br />SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH <br />VALUE OF P/2 OR P/2 + O.H, <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br />PO BOX 4368, SOUTH DAYTONA, FL 32121 <br />TELEPHONE (904) 787-4774 <br />FAX (904) 767,8556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />((;) COPYHIGHT 1999 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRlrT EN PERMISSION OF LAWRENCE E, BENNETT, r.E. <br /> <br />77 <br /> <br />'---- <br />