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<br />SECTION 3 <br /> <br />SCREEN, VINYL, GLASS & MODULAR ROOMS <br /> <br />I <br /> <br />1/ <br /> <br />'LW FOR <br />MAX. <br />UPRIGHT <br />LENGTH <br /> <br />1//"- <br />I <br /> <br />SELECT EDGE BEAM FROM <br />TABLE 3.1.1 AND I OR 3.1.2 <br />1" x 2" <br /> <br />H* <br /> <br />r- <br />VARIES <br /> <br />MIN. 3-1/2" SLAB ON GRADE <br />OR RAISED FOOTING <br />(FOR FOOTINGS SEE DETAILS <br />PAGE 2-21) <br /> <br />TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING <br />"(HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) <br /> <br />'LW LOAD WIDTH <br />r FOR ROOF B~ <br />r-- 'P/2' 'P/2' <br />SIZE BEAM AND UPRIGHTS I _ <br />(SEE TABLES) <br /> <br />O.H..L /Ij//Ij <br />SOLID ROOF / J <br />NO MAXIMUM <br />(ELEVATION SLAB OR GRADE) <br />r- <br />VARIES <br /> <br />ALTERNATE CONNECTION <br />@ FASCIA ALLOWED <br />(SEE SECTION 7 FOR DETAILS) <br /> <br />1/ <br /> <br />w <br />(!)a:: <br />z:J <br />-I- <br />1-<..> <br />~:J <br />~~. <br />en <br /> <br />., <br /> <br />P = PROJECTION FROM BLDG. <br />LW = LOAD WIDTH <br /> <br />VARIES <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 BEAM AND COLUMN <br />INTERNALLY OR WI ANCHOR CLIPS AND (2) #8 SCREWS WI WASHERS @ EACH POINT OF <br />CONNECTION, <br />2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. <br />3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLE 3.1.3 AND GLASS ROOM FORTH WALL <br />BEAMS FROM TABLE 3.1.4 USING P/2 <br />4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING <br /> <br />CONVERSION: 190 ~2ol ~~~ I ~~~ I ~~ I <br />TYPICAL SCREEN I GLASS ROOM <br />SCALE: 3/16" = 1'-0" <br /> <br />J <br /> <br />'P'VARIES <br /> <br />t <br /> <br />Lawrence E, Bennett, P,E. <br />CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br />P.O, BOX 4388, SOUTH DAYTONA, Fl32121 <br />TELEPHONE (388) 787-4n4 <br />FAX (386) 787-<<i56 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />@ COPYRIGHT 2001 <br />3-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P.E. <br />