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<br />MAXIMUM MAIN ROOF BEAM SPANS USING PATENTED RON-L'PEAKINSERT <br />SNAP POST AND EAVE CLIP SYSTEM <br /> <br />BEAMS STITCHED@ 16" WITH # I0x3/4" SMS <br /> <br />SELF-MATING POST FLAT Gable MANSARD <br />BEAMS SPACING LEVEL Hip 67% max. <br /> o.c. Half-Mansard Flat Section <br />2x6x.OSOx.120 5'0" 20ft lOin. 27ft Iin. 39ft Oin, <br /> 6'0" 19ft lOin. 26ft 8in. 27ft 9in. <br /> 7'0" 18ft 4in. 24ft lOin. 25ft 9in. <br /> 8'0" 17ft Oin. 23ft 6in. 24ft 3in. <br />2x7x.OSSx.220 5'0" 23ft llin. 31ft llin. 33ft Iin. <br /> 6'0" 22ft 9in 28ft 6in. 30ft 5in. <br /> 7'0" 21ft 2in. 27ft 5in. 28ft 4in. <br /> 8'0" 19ft 7in. 25ft lOin. 26ft 9in. <br />2x8x.072x.224 5'0" 29ft 3in. 41ft Sin. 42ft llin, <br /> 6'0" 24ft 4in. 28ft Din, 39ft Sin. <br /> 7'0" 25ft 4in. 35ft 4in. 36ft 8in. <br /> 8'0" 23ft Oin. 33ft 4in. 33ft lOin. <br />2x9x.072x.224 5'0" 30ft 3in. 42ft 6in. 43ft llin. <br /> 6'0" 29ft 6in. 40ft Iin. 41ft9in. <br /> 7'0" 27ft 4in. 37.ft 2in. 38ft I Din. <br /> 8'0" 25ft 3in. 35ft 2in. 36ft 6in. <br />2x1 Ox.092x.389 5'0" 32ft II in. 44ft 4in, 46ft 6in. <br />REQUIRES 2x3 6'0" 31 ft lOin. 42ft Oin. 44ft Sin. <br />PURLIN and #12x3/4 7'0" 30ft 2in. 39ft lin. 42ft I in. <br />TMSFOR 8'0" 26ft 7in. 36ft Sin. 38ft 1 in. <br />STITCHING . <br /> <br />. <br /> <br />. <br /> <br />Interpolation between values is allow.ble <br />HEIGHT tNDICA TED IS UNSUPPORTED LENGTH BETWEEN <br />Sl.AB &; BOTTOM OF 5MB BEAM OR PURLIN <br /> <br /> <br />OF <br /> <br />DESIGN CRlTERlA: <br />STRUCTURE CLASSIFICATION: OPEN (REDUCEDI <br />.APPLICABLE WIND SPEED ZONES: IOOmph'UOmph <br />WIND IMPORTANCE FACTOR: 1-0,77 <br />WIND EXPOSURE CATEGORY: BAND C <br />3 SECOND GUST FACTOR PER EXPOSURE CATEGORY <br />DEFl.ECTION: USO <br />SCREEN ROOF DESIGN PRESSURE: P'" 10 Ibs./sq,fl_ <br /> <br />BEAM SmCHING: 24' o,e_ WITH #10.3/4 SMS <br />SCREEN GAUGE: Ihl4 (AJR,PERMEABLECLADDlNG) <br /> <br />M},XlMUM LATERAL PURLIN SUPPORT SPACING BETWEEN <br />BEMlS- 6'10" o,e, <br /> <br />PEN 56196 <br /> <br />US,r:; RON,L PEAK INSERT AND RON,J. F~I'E CLIP INSERT <br />RON,! "HCR" BEAM/('OLUMNIRAIL EAVE CONNEC1VR <br />(SEE DETA/!S) <br /> <br />Mail: 2007 W. Reynolds S1. <br />Plant City, F1 33563 <br />813-754-8148 <br />Fax: 813-752-0512 <br />richter@engineer.com <br />CAOO9356 <br /> <br />.Wlnd speeds that uc<<d no mph require site specific calculations and en~inttrinp.. <br /> <br />These Standards & Plans Meet The 2004 <br />Florida Building Codes with 2006 Supplements & <br />ASCE 7-02 <br />Maximum Wind Speed Jl(L mph <br />