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<br />SECTION 3 <br /> <br />~INYL, GLASS & MODULAR ROOMS <br /> <br />I <br /> <br />11 <br /> <br />'LW FOR <br />MAX. <br />UPRIGHT <br />LENGTH <br /> <br /> <br />SELECT EDGE BEAM F~OM <br />TABLE 3.1.1,3.1.2,3.1.3 AND I <br />OR 3.1.4 <br /> <br />H* <br /> <br />1" x 2" <br /> <br />O.H. <br />SOLID ROOF <br />NO MAXIMUM <br />(ELEVATION SLAB OR GRADE) <br />'l<-- <br />VARIES <br /> <br />"!<-- MIN. 3-112" SLAB ON GRADE <br />VARIES OR RAISED FOOTING <br />FOR FOOTINGS SEE DETAILS <br />TYPICAL GLASS ROOM WITH SOLID ROOF ~I PAGE 3-21 22 23) <br />TYPICAL FRONT VIEW FRAMING . , <br />* (HEIGHT OF UPRIGHT IS MEASURED FROM <br />TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) <br /> <br />r ;~ ~~F':= t AlTERNATE CONNECTION <br />r 'P/2' 'P/2' @ FASCIA ALLOWED <br />SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) <br />(SEE TABLES) w <br />C)a:: <br />z;::) <br />~t; <br />~;::) <br />~g: <br />CIJ <br /> <br /> <br />11 <br /> <br />VARIES <br /> <br />P = PROJECTION FROM BLDG. <br />LW = LOAD WIDTH <br /> <br />NOTES: <br />1.ANCHOR 1" x 2" OPEN BACK EXTRUSION WI 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. <br />AND WI IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL WI #10 x 2-1/2. S.M.S. WI <br />WASHERS OR #10 x 2-1/2. WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BE1M AND COLUMN <br />INTERNALLY OR WI ANCHOR CLIPS AND (2) #8 SCREWS WI WASHERS @ EACH POINT OF <br />CONNECTION. <br />2.5ELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF PI2 OR PI2 + O.H. <br />3.5ELECT SCREEN ROOM FORTH WALl BEAM FROM TABLE 3.1.3 AND GLASS ROOM FOURTH WALL <br />BEAMS FROM TABLE 3.1.5 USING P/2 <br />4.ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING <br />CONVERSION: 90 -120 130 140 150 <br />#8 #10 #12 #12 <br /> <br />J <br /> <br />'PO VARIES <br /> <br />1 <br /> <br />TYPICAL SCREEN I GLASS ROOM <br />SCALE: 3116. = 1'-0. <br /> <br />Lawrence E. Bennett, P.E. <br />CML ENGINEER. DEVELOPMENT CONSUL rANT <br />P.O, BOX 4368. SOUTH DAYTONA. FL 32121 <br />TElEPHONE (386) 7ff1~n4 <br />FI\X (386) 767-6556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />@ COPYRIGHT 2002 <br />3-2 NOT TO BE REPROOUCED IN WHOLE OR IN PART WlTHOlTT TliE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E, <br />