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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 1l0MPH 120 MPH 130MPH 140 MPH <br /> SPACING 11 psf 14 psf 16 psf 17 psf <br />RON-L WALL AT <br />PROPEIT ARY MAIN BEAM <br /> CONNECTION <br />2x3x.050 4'0" 12ft Oin. 11 ft 3in. lOft Oin. 8ft II in. <br />Snap Composite 5'0" 11 ft 4in. lOft Oin. 9ft 1 in. 8ft Oin. <br />6'0" lOft Ilin. 9ft 2in. 8ft 2in. 7ft 6in. <br />2x2x.050 Snap 7'0" lOft Oin. 8ft Sin. 7ft 7in. 7ft 2in. <br />I x2x.050 o.b. 8'0" 8ft 9in. 7ft 8in. 7ft 1in. 6fiSin. <br />2x4x.050 4'0" 15ft Oin. 14ft Sin. 12ft 11 in. 11ft 8in. <br />Snap Composite 5'0" 13:1 3in. 12ft 9in. 11 ft 7in. lOft 7in. <br />6'0" 12ft Oin. 11ft 7in. lOft 6in. 9ft 9in. <br />2x2x.050 Snap TO" 11 ft 4in. lOft 9in. 9ft 7in. 9ft lin. <br />2x2x.050 o.b. 8'0" lOll 6in. lOll Oin. 911 Oin. 8ft 6in. <br />2x5x.050 4'0" 18ft lOin. 17ft 7in. 16115in. 15ft 4in. <br />"Half Round" 5'0" 18ft Oin. 15ft lOin. 14ft 7in. 13ft 6in. <br />6'0" 16ft4in. 14ft 4in. 13ft 7in. 12ft Oin. <br />Snap Composite 7'0" 14ft 9in. 13ft 6in. 12ft 1 in. lOft lOin, <br />2x2x.050 Snap 8'0" 12ft9in. 12ft 2in. 11ft 2in. 9ft 9in. <br />2x3x.050 o.b. <br /> WALL AT <br /> H1PIPURLIN <br /> CONNECTION <br />2x3x.050 4'0" 12ft 2in. 12ft 3in. lOft 7in. 9ft 8in. <br />Snap Composite 5'0" 11 ft 8in. 9ft II in. SUl7in. 8ft 9in. <br />6'0" 11 ft 1 in. 9ft lOin. 8ft 8in. 8ft 1 in. <br />2x2x.050 Snap 7'0" lOft 2in. 8ft II in. 8ft Oin. 7ft 5in.- <br />I x2x.050 o.b. 8'0" 9111 in. 8ft Oin. 7ft 4in. 7ft Oin. <br />2x4x.050 4'0" 16ft Sin. 15ft llin. 14ft 2in. 12ft 11 in. <br />Snap Composite 5'0" 14ft Sin. 14ft Oin. 12ft 9in. II ft lOin. <br />6'0" 13ft4in. 12ft 9in. 11ft 9in. lOft 9in. <br />2x2x.050 Snap 7'fJ" 12ft Sin. II ft lOin. 10ft 8in. 10ft Oin. <br />2x2x.050 o.b. 8'0" 11 ft 8in. 11 ft Oin. 9ft 11 in. 9ft Sin. <br />2x5x.050 4'0" 19ft 7in. 18ft 9in. 17ft lin. 15ft llin. <br />"Half Round" 5'0" 17ft 7in. 17ft Oin. 15ft 9in. 15ft Oin. <br />6'0" 16fiOin. 15ft 8in. 14ft 9in. 14ft Oin. <br />Snap Composite 7'0" 15ft 4in. 14ft 7in. 14ft Oin. 13ft 4in. <br />2x2x.050 Snap 8'0" 14ft 8in. 13ft lOin. 13ft I in. 12ft 3in. <br />2x3x.050 o.b. <br /> <br />Interpolation between values is oUowoble <br />HEIGH1"lNDICATED IS UNSUPPORTED lENGTIf BETWEEN <br />SLAB'" BOTTOM OF 5MB BEAM OR PURlIN <br /> <br /> <br />OF <br /> <br />DESIGN CRITERIA: <br />STRUCTIlJRE CU.SSIFIC A TlON: OPEN (REDUCED) <br />.APPlICABlE WIND SPEED ZONES: 100 mph' 130 mph <br />WIND IMPORTANCE FACTOR: 1-0_77 <br />WIND EXPOSURE CATEGORY: BAND C <br />J SECOND GUST FACTOR PER EXPOSURE CATEGORY <br />DEFlECnON: U80 <br />SCREEN ROOF DESIGN PRESSURE; P'" 10 IbsJsq,fL <br /> <br />BEAM STITCHING: 24' 0_0, WITIf #10.3/4 SMS <br />SCREEN GAUGE: Ihl4 (AIR-PERMEABLE CLADDING) <br /> <br />MAXIMUM LATERAL PURLIN SUPPORT SPACING BETWEEN <br />BEAMS- 6'10" 0_0, <br /> <br />Richter <br />Engineering <br /> <br />rA/1- IIlC. <br /> <br />MARK V. RICHTER PEN 56196 <br /> <br />--- <br /> <br />Mail: 2007 W. Reynolds St. <br />Plant City, FI 33563 <br />813.754-8148 <br />Fax: 813-752-0512 <br />_ riehter@engineer.com <br />CAOO9356 <br /> <br />USE RON-L PEAK INSERT AND RON,L EA VE CUP INSERT <br />RON-L ".~CR" BEAM/COLUMN/lUll. EA VE CONNECTOR <br />(SEE DErAILS) <br /> <br />.Wind speeds 1hIt uceed 130 mph require sile specifk caleutllions and cn,inrcring. <br /> <br />These Standards & Plans Meet The 2004 <br />Florida Building Codes with 2006 Supplements & <br />ASCE 7-02 <br />Maximum Wind Speed .lJQ.. mph <br />