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<br />MAXIMUM CARIUER UEAM SPANS FOR <br />SCREEN ENCLOSURES WITH SCREEN ROOFS <br /> <br />BEAM STITCHED @ 16" o.c. WITI-I # 1 Ox3/4"SMS <br />(TOTAL LENant OF MAIN ROOF BEAMS12 nlA TARE AlT AClIEO TO CARRIER lJEAM Doni SIDES) <br /> <br />SELF-MATING TRIBUTARY LOAD FLAT GABLE HIP MANSARD <br />CARRIER BEAMS WID111 U~VEL Half- 67"10 max. F10t <br /> Mnnsnrd Section <br /> S'O" 14ft Sin. 16ftOin. 16ft 7in. <br /> 10'0" 13ft Jin. 14ft4in. ISft lOin. <br /> 12'0" 12ft I in. 13ft 2in. 14ft Jin. <br /> 14'0" IlftJin. 12ft Jin. 13ft Oin. <br /> 16'0" 10ft 9in. II ft lIin. 12ft 9in. <br />2x6x.050x.120 18'0" IOft4in. II ft 2in. 12ft Oin. <br /> 20'0" 9ft7in. 10ft 4in. 11ft Oin. <br /> 22'0" 9ftlin. lOft Oin. 10ft 7in. <br /> 24'0" 8ft II in. 9ft3in. 10ft 1 in. <br /> 26'0" 8ft 4in. 9ft Oin. 9ft Sin. <br /> 8'0" 18ft4in. 20ft3in. 21ft Sin. <br /> 10'0" 16ft 7in. 18ft Oin. 19ft8in. <br /> 12'0" ISft lin. 16ft Sin. 17ft lOin. <br /> 14'0" 13ft lOin. ISft Oin. 16ft3in. <br /> 16'0" IJft2in. IJft 7in~ 14ft llin. <br />2x7x.055x.220 18'0" 12ft4in. 13ft Oin. 13ft 6in. <br /> 20'0" 11ft 8in. 12ft2in. 12ft lOin. <br /> 22'0" II ft 2in. 11 ft 7in. 12ft Oin. <br /> 24'0" I lOft 9in. 11 ft lin. 11ft Sin. <br /> 26'0" lOft 2in. 10ft 6in. lOft lOin. <br /> 8'0" 22ft Oin. 23ft lOin. 2Sft 7in. <br /> 10'0" 19ft 9in. 21ft Oin. 23ft lOin. <br /> 12'0" 18ft 6in. 19ft6in. 21ft7in. <br /> 14'0" 16ftllin. 18ft 8in. 19ft8in. <br /> 16'0" ISft7in. 16ft4in. 17ft Sin. <br />2x8x.072x.224 IS'O" ISft lin. ISft 8in. 16ft7in. <br /> 20'0" 14ft9in. 14ft Sin. ISft lOin. <br /> 22'0" 14ft3in. 14ftOin. ISft4in. <br /> 24'0" 13ft3in. 13ft 6in. 14ft3in. <br /> 26'0" 12ft Sin. 12ft 7in. 13ft'Jin. <br /> - . <br /> S'O" 22ft 7in. 23ft Sin. 2Sft Oin. <br /> 10'0" 22ft Oin. 23ft lOin. 2Sft lOin. <br /> 12'0" 20R2in. 2Jft 6in. 24ft Jin. <br /> 14'0" lSftSin. 2lftOin. 22ft Sin. <br /> 16'0" 16ft 7in. 19ft9in. 20ft 7in. <br />2x9x.072x.224 18'0" ISftSin. 17ft lOilL 18ft Jin. <br />. 20'0" ISft4in. 16ft4in 17ft Oin. <br /> 22'0" 14ft lOin. 16ft I in. 16ft6in. <br /> 24'0" 14ft lin. lSft6in. 16ft lin. <br /> 26'0" 13ft 7in. 14ft 9in. ISft 8in. <br /> S'O" 29ft Sin. 32ft 7in. 36ft lin. <br /> 10'0" 2Sft 9in. 30ft 7in. 3Sft Sin. <br /> 12'0" 24ft 6in. 27ft Sin. 3Jft lOin. <br /> 14'0" 20ft 9in. 24ft 7in. 30ft 3in. <br /> 16'0" 20ft 3in. 23ft lin. 27ft Sin. <br /> IS'O" 18ft2in. 21ft I in. 24ft Ilin. <br />2x 1 Ox.092x.389 20'0" 16ft8in. 20ft Gin. 23ft6in. <br /> 22'0" ISftllin. 19ft lIin. 22ft Oin. <br /> 24'0" ISft3in,' 19ft2in, 20ft 6in. <br /> 26'0" 13ft llin. 17ft9in. 19ft Sin. <br /> <br />.-- <br /> <br />" <br />;.'1 <br />~!} ,\ <br />:\, <br /> <br />Inlcrpolation between vllues is III0wlble <br />HEIGIIT INDICATED IS UNSUPPORTED lENGnr BETWEEN <br />SLAB &. BOTTOM OF 5MB BEAM OR PURLIN <br /> <br /> <br />OF <br /> <br />DESIGN CRlllRlA: <br />STRUCTURE CLASSIFICATION: OPEN (REDUCED) <br />. APPLICABLE WIND SPEED lONES: 100 mph . 130 mph <br />WIND IMPORTANCE FACTOR: 1-0,77 <br />WIND EXPOSURE CATEGORY: BAND C <br />3 SECOND GUST FACTOR PER EXPOSURE CATEGORY <br />DEflECTION: USO <br />SCREEN ROOF DESIGN PRESSURE: p- 10 Ib.Jsq.f1. <br /> <br />BEAM STITCHING: 24' o,e, WITII.I0l<3/4 SMS <br />SCREEN GAUGE: 18..4 (AIR.PERMEABLE CLADDING) <br /> <br />MAXIMUM LATERAL PURlIN SUPPORT SPACING BETWEEN <br />BEAMS- 6'10" o,e, <br /> <br />Richter <br />EIIglllee,lng <br />1,/ fllc. <br />1/1 vI- <br />J.IARK V. RICHTER PEN 56196 <br /> <br />"SF: RON-I. PEAK INSERT AN/) RON,L EAVE CUP INSERT <br />RON,I, "HCR" HEAMlCOUIMNIIUIL EAVE- CONNECtUR <br />,SU: DETAilS) <br /> <br />Mail: 2007 W. Reynolds Sl. <br />Plant City, FI 33S63 <br />& 13.7S4-S14& <br />FDX:813-7S2~S12 <br />richtel@enginecr.com <br />CAOO93S6 <br /> <br />.Wind s~lttd\ l!lnl uu~d DO mph rtqulrc she sp<<ilic ulclllalions ;tnd nlf:il"l(ttmp.. <br /> <br />These Standards & Pions Meet The 2004 <br />Florida Duilding Codes with 2006 Supplements & <br />ASCE 7-02 <br />Maximum Wind Speed J)Q_ mph <br />