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<br />SCREEN, VINYL & GLASS ROOMS <br /> <br />SECTION 3 <br /> <br />SELECT EDGE BEAM TABLE 3.1.1 <br />AND / OR TABLE :3.1.2 <br /> <br />~~ <br />// <br /> <br />ROOF <br /> <br />I <br /> <br />-_. <br /> <br />. ..... -- <br /> <br />MINIMUM 3.1/2" <br />SLAB ON GRADE OR <br />RAISED FOOTING <br />(SEE DETAIl.S FOR <br />FOOTINGS) <br /> <br />'LW' .... <br /> <br />-"--'r <br /> <br />r ( )r~ M^X. <br />IIPFHGHf <br />LHJGTH <br /> <br />I <br /> <br />1" x 2" <br /> <br />.-J <br /> <br />- --- "-- --- ----'., ._~._. -.-.... -_. . ... <br />__ V~~I~S ~()!Af\X:..(~~.~~~?..l.I\~ O~ S)~_~'3~!:>~L_ <br /> <br />'YPICA' mASS ROOM WITH SOUD ROOF TYPICAL FRONT VIEW FRAMING <br />. (flFIGHT ur UPRI(~HT IS MEASURED FlWMIOP OFI"x2" PLATE TO BOTTOM OF WALL BEAM) <br /> <br />ALTERNATE CONNECTION AT <br />FASCIA ALLOWED (SEE <br />SECTION 1 FOR DETAILS) <br /> <br />SIZE BEAM AND UPRIGHTS <br />(SEE TABLES) <br /> <br />LOAD WIDTH <br />FOR ROOF BEAM <br /> <br />r".~ L~2=.=L__m..._n_ <br />SOLID ROOF _'m_nn_._. U=~e4-_. <br />.L O.H. <br /> <br />_.nu__._ _. <br /> <br />EXISTING <br />STRUCTURE <br /> <br />P = PROJECTION FROM BLDG. <br />LW = LOAD WIDTH <br /> <br />J <br /> <br />'t, <br /> <br />VARIES <br /> <br />P VARIES---.J <br /> <br />TYPICAL SCREEN I GLASS ROOM <br />SCALE: 1/4" = 1'-0" <br /> <br />NOTES: ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH1/4"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 T ANT <br />P.O. BOX 4368. SOUTH DAYTONA. FL 32121 <br />TELEPHONE (904) 767.4774 <br />FAX (904) 767.6556 <br /> <br />SEAL <br /> <br />@ COPYRIGHT 1999 <br /> <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E. BENNETI. PE <br /> <br />PAGE <br /> <br />77 <br />