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<br />MAXIMUM MAIN ROOF BEAM SPANS USING PATENTED RON-L'PEAK INSERT <br />SNAP POST AND EAVE CLIP SYSTEM <br /> <br />BEAMS STITCHED@ 16" wrm #100/4" SMS <br /> <br />SELF-MATING POST FLAT Gable MANSARD <br />BEAMS SPACING LEVEL Hip 67% Max. <br /> o.c. Half-Mansard Flat Section <br />2x6LOSOx.120 5'0" 20ft lOin. 27 ft lia......) 39ft Oin. <br /> 6'0" 19ft lOin. 26ft 8i / 27ft 9in. <br /> TO" 18ft 4in. ~ lOin. 25ft 9in. <br /> 8'0" 17ft Oin. 23 ft 6in. 24ft 3in. <br />2x7L055L220 5'0" 23ft llin. 31ft Ilin. 33ft lin. <br /> 6'0" 22ft 9in 28ft 6in. 30ft Sin. <br /> TO" 21ft 2in. 27ft Sin. 28ft 4in. <br /> 8'0" ) 9ft 7in. 25ft lOin. 26ft 9in. <br />2x8L072L224 5'0" 29ft 3in. 41ft Sin. 42ft Ilin. <br /> 6'0" 24ft 4in. 28ft Oin. 39ft Sin. <br /> 7'0" 25ft 4in. 35ft 4in. 36ft 8in. <br /> 8'0" 23ft Oin. 33ft 4in. 33ft Win. <br />2:19x.072x.224 5'0" 30ft 3in. 42ft 6in. 43ft Ilin. <br /> 6'0" 29ft 6in. 40ft lin. 41ft 9in. <br /> TO" 27ft 4in. 37.ft 2in. 38ft lOin. <br /> 8'0" 25ft 3in. 35ft 2in. 36ft 6in. <br />2xlOL092x.389 5'0" 32ft II in. 44ft 4in. 46ft 6in. <br />REQUIRES 2x3 6'0" 31ft lOin. 42ft Oin. 44ft Sin, <br />PURLIN and #12x3/4 7'0" 30ft 2in. 39ft lin. 42ft 1 in. <br />TMS FOR 8'0" 26ft 7in. 36ft Sin. 38ft liD. <br />STITCIIING . <br /> <br />. <br /> <br />. <br /> <br />Sheet <br /> <br />OF <br /> <br />,....,........ -.-........ is ~ <br />HElGHTlNDlCATED IS UNSU1'I'OKTED LENGTH BETWEEN <br />SlAB a: BOTrotoI OF 5MB BEAM OR PURUN <br /> <br />Riellter <br />Engilleering <br />file. <br /> <br /> <br />7 <br /> <br />DESIGN CRITEItIA: <br />STRucnJRE CLASSIFICATION: OPEN (REDUCED) <br />. APPLICAIlI.E WIND SPEED ZONES: 100.... . uo mpIt <br />WIND INJIOJlTANCE FACTOIl: 1-0.77 <br />WIND EXPOSURE CATEGORY: BAND C <br />3 SECOND GUSTFACTOIl PER EXPOSURE CATEGORY <br />DEFLECT1ON: IJIO <br />SCREEN ROOF DESIGN Pll.ESSURE: .... 10 JllI.Isq.ft. <br /> <br />BEAM STITCHING: 24' O.c. WITH 1l0a3f4 SMS <br />SCREEN GAOOE: 1....4 (AIR.PERMEABLE CLADDING) <br /> <br />MAXIMUM LATERAL PURUN SUPPORT SPACING BETWEEN <br />BEAMS- 6'10" o.Co <br /> <br />MARK V. RICHTER PEl <br /> <br />........ spcals ........... 1)8..................-............... <br /> <br />Mail: 2007 W. Reynolds St. <br />Plant City, FI 33563 <br />813-754-8148 <br />Fax: 813-752-0512 <br />richter@engineer.com <br />CA0093S6 <br /> <br />These Standards &. Plans Meet The 2004 <br />Florida ~ilding Codes with 2006 Supplements &. <br />ASCE 7-02 <br />Maximum Wind Speed ..1JQ. mph <br /> <br />lJSE .ON-L PEAK INSERT AND ItON-L CAn: CUP INSERT <br />WN-L "SCIt" BEAMICOUIMNI1IAIL EAt." CONNECTOR <br />(SEE DETAIL{J <br />