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SECTION 3 SCREEN, ACRYLIC I VINYL7:GLASS & MODULAR ROOMS I f/ 'LW FOR MAX. UPRIGHT HEIGHT (h) EDGE BEAM TABLES: SCREEN & VINYL ROOMS: 3.1.1, 3.1.2 GLASS ROOMS: (PARTIALLY ENCLOSED) 3.2.1, 3.2.2 (ENCLOSED) 3.3.1, 3.3.2, 3.3.3 H* 1" x 2" 'I<-- MIN. 3-1/2" SLAB ON GRADE VARIES OR RAISED FOOTING (FOR FOOTINGS SEE DETAILS TYPICAL GLASS ROOM WITH SOLID ROOF PAGE 3-23 24 25) TYPICAL FRONT VIEW FRAMING ' , * (HEIGHT OF UPRIGHT IS MEASURED ~ROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) 'LW LOAD WIDTH r FOR ROOF B~AMMf- r 'P/2' 'P/2' SIZE BEAM AND UPRIGHTS (SEE TABLES) ALTERNATE CONNECTION @ FASCIA ALLOWED (SEE SECTION 7 FOR DETAILS) O.H. SOLID ROOF NO MAXIMUM (ELEVATION SLAB OR GRADE) 'I<-- VARIES .d # f/ UJ ,,0:: z::l -I-- 1--(,) ~::l ><0:: UJI-- (/) VARIES P = PROJECTION FROM BLDG. LW = LOAD WIDTH NOTES: 1.ANCHOR 1" x 2" OPEN BACK EXTRUSION WI 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. AND WI IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/#10 x 2-1/2" S.M.S. WI WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN INTERNALL Y OR WI ANCHOR CLIPS AND (2) #8 SCREWS WI WASHERS @ EACH POINT OF CONNECTION. 2.SELECT FRONT WALL BEAM FROM TABLE IJ,jiNG LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3.SELECT SCREEN ROOM FORTH WALL BJ;,j.*OM TABLE 3.1.3 AND GLASS ROOM FOURTH WALL BEAMS FROM TABLE 3.1.5 USING P/2 'i;;f/f 4.ANCHORS BASED ON 120 MPH WIND VaOCITY. FOR HIGHER WIND ZONES USE THE FOllOWING CONVERSION: 100 -123 130 140 150 #8 #10 #12 #12 J 'P'VARIES 1 TYPICAL SCREEN I GLASS ROOM SCALE: 3/16" = 1 '-0" Lawrence E. Bennett, P,E. CIVIL ENGINEER. DEVELOPMENT CONSUL TANT P.O. BOX 214366. SOUTH DAYTONA. FL 32121 TELEPHONE (366) 767-4774 FAX (366) 767-6556 PAGE @ COPYRIGHT 2003 3-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. .