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SECTION 3 SCREEN, VINYL, GLASS & MODULAR ROOMS I {II 'LW FOR MAX. UPRIGHT LENGTH SELECT EDGE BEAM FROM f0 TABLE 3.1.1 AND I OR 3.1.2 / r-- 1.x2- /1// MIN. 3-1/2- SLAB ON GRADE OR RAISED FOOTING I (FOR FOOTINGS SEE DETAILS PAGE 2-21) H* r-- VARIES TYPiCAl GLASS ROOM WITH SOUD ROOF. TYPICAL FRONT VIEW FRAMING * (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1- x 2- PLATE TO BOTTOM OF WALL BEAM) SIZE BEAM AND UPRIGHTS f ~~~ 1 'P~' i:~!~~S~:;T:'LS) (SEE TABLES) w GO:: O.H. L II)/ij {II ~ ~ SOLID ROOF / J Ii / ~ ~ NO MAXIMUM / en (ELEVATION SLAB OR GRADE) r-- VARIES .1 P = PROJECTION FROM BLDG. lW = lOAD WIDTH VARIES 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 WI #10 x 2-1/2- S.M.S, WI WASHERS OR #10 x 2-1/2- WASHER HEADED SCREW 2'-0- O.Coo ANCHOR BEAM AND COLUMN INTERNALLY OR WI ANCHOR CLIPS AND (2) #8 SCREWS WI WASHERS @ EACH POINT OF CONNECTION, 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLE 3.1.3 AND GLASS ROOM FORTH WALL BEAMS FROM TABLE 3.1.4 USING P/2 4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 190 ~20' ;~g t .;~~ , ;~ I TYPICAL SCREEN I GLASS ROOM SCALE: 3116- = 1'-0- ~ r 1 'pt VARIES Lawrence E. Bennett, P.E. CIII'Il ENGINEER. DEVELOPMENT CONSUl. TANT P.O. BOX43lII,llOUTH D4YTONA. Fl32121 TELEPHONE (311) 7'7~n4 FAX (311) 7'7~ SEAL PAGE C COPYRIGHT 2001 3-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.