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<br />COLUMNIPOST HEIGHTS vs SPACING <br />.USING PATENTED RON-L PEAK INSERT SNAP POSTS AND BCR CLIP SYSTEM <br /> <br />POST COLUMN POST 110 MPH 120 MPH 130MPH 140 MPH <br /> SPACING II psf 14 psf 16 psf 17 psf <br />RON-L WALL AT <br />PROPElTARY MAIN BEAM <br /> CONNECTION <br />2x3x.05O 4'0" 12ft Oin. llft3in. lOft Oin. aft II in. <br />Snap Composite 5'0" 11 ft 4in. lOft Oin. 9ft lin. 8ft Oin. <br />6'0" I Oft Il in. 9ft 2in. Sft 2in. 7ft 6in. <br />2x2x.050 Snap 7'0" lOft Oin. aft Sin. 7ft 7in. 7ft2in. <br />1 x2x.050 o.b. S'O" Sft 9in. 7ft 8in. 7ft tin. 6ft Sin. <br />2X4x.OSO 4'0" 15ft Oin. 14ft Sin. 12ft 11 in. Il ft Sin. <br />Snap Composite 5'0" 13ft 3in. 12ft 9in. 11 ft 7in. tOft 7in. <br />6'0" 12ft Oin, 11ft 7in. lOft 6in. 9ft 9in. <br />2x2x.OSO Snap =7'0" I1ft4in. lOft 9in. 9ft 7in. 9ft 1 in. <br />2x2x.OSO o.b. 8'0" 10ft6in. lOft Oin. 9ft Oin. Sft6in. <br />2x5x.050 4'0" ISn lOin. 17ft 7in. 161lSin. ISft4in. <br />"Half Round" 5'0" ISft Oin. 1~ 14ft 7in. 13ft 6in. <br />6'0" 16ft4in. l1lU.iP< 13ft 7in, ! 2ft Oin. <br />Snap Composite 7'0" 14ft 9in. i-13ft 6in. 12ft 1 in. lOft lOin. <br />2x2x.050 Snap S'O" 12ft 9in. 12ft 2in. 11ft 2in. 9ft 9in. <br />2:x3x.OSO o.b. <br /> WALL AT <br /> HlPIPURLIN <br /> CONNECTION <br />2x3x.050 4'0" 12ft 2in. 12ft 3in. lOll 7in. 9ft Sin. <br />Snap Composite 5'0" 11 n Sin. 9ft llin. 9ft 7in. Sft9in. <br />6'0" 11 ft lin. 9ft lOin. SftSin, Sft I in. <br />2x2x.OSO Snap 7'0" lOft 2in. Sft lIin. Sft Oin. 7ft 5in~ <br />1 x2x.OSO o.b. S'O" 9ft lin. Sft Oin. 7ft 4in. 7ft Oin. <br />2x4x.OSO 4'0" 16ft Sin. 15ft Ilin. 14ft2in. 12ft 11 in. <br />Snap Composite 5'0" 14ft Sin. 14ft Oin. 12ft 9in. 11ft lOin, <br />6'0" 13ft 4in. 12ft 9in. l1 ft 9in. lOft 9in. <br />2x2x.050 Snap 7'0" 12ft 5in. 11ft lOin. 10ft Sin, lOft Oin. <br />2x2x.OSO o.b. 's'o.. IIIl Sin. IlftOin. 9ft 11 in. 9ft Sin. <br />2x5x.050 4'0" 19ft 7in. 18~ 17ft tin. 15ft Hin. <br />"Half Round" 5'0" 17ft 7in. ~t~) 15ft9in. 15ft Oin. <br />6'0" 16ft Oin. Sftain. 14ft 9in. 14ft Oin. <br />Snap Composite 7'0" ISft4in. 14ft 7in. 14ft Oin. I3ft4in. <br />2x2x.OSO Snap 8'0" 141lSin. 13ft lOin. 13ft lin. 12ft 3in. <br />2:x3x.OSO o.b. <br /> <br />--- <br /> <br />Sheet OF <br /> <br />I............ ~ ....... ;. oIIon\lIe <br />HElGItTlNDICAnD IS UNSUPI'OIlnD LENGtH BETWEEN <br />SLAB'" DOlTON OF SNB BEAM OR PUIWN <br /> <br />Richter <br />Engineering <br />I"c. <br /> <br /> <br />DESIGN CUJERlA: <br />S11lUC1VRE CLASSIFICAT1OH: OPEN (REDUCEO) <br />'APPUCA8LE WDID SPEED ZONES: 100..... - 130...... <br />WINO IWfORTANCE FACTOR: 1-0.77 <br />WINO EXI'OSURE CATEGORY: B ANO C <br />) SECOND GUST FACTOR PEIl EXPOSUItE CATEGORY <br />0EFLECT10N: LJIO <br />SCREEN ROOF DESIGN PRESSURE: p" 10 1bs.Isq,f\. <br /> <br />BEAM SlTTCHING: 24' o.c. WID' .10a3I4 SMS <br />SCREEN GAUGE: 1...14 (AlR-PERMEABLE nADOlNG) <br /> <br />MAXIMUM LATEltAL PUIUJN SUPPORT SPACING BETWEEN <br />BEAMS-6'IO"a.c_ <br /> <br />MARK V. RICHTER PEII S61 <br /> <br />....inI...-..._lla.......-...~ _......--.. <br /> <br />Mail: 2007 W. Reynal St. <br />Plant City, FI 33563 <br />813-754-8148 <br />Fax: 813-752~512 <br />richler@engineer.com <br />CA009356 <br /> <br />These Standards & Plans Meet The 2004 <br />Florida Building Codes with 2006 Supplements & <br />ASCE 7-02 <br />Maximum Wind Speed ..lJ2.. mph <br /> <br />USE MIlt./. PLfJ( INSERT AND RON./. EAI'E CUP INSERT <br />RON./. -SCR- BEAMICOLlJMNIIUlL EAf"E CONNECTOR <br />(SEElJETA//.SJ <br />