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08-6902
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08-6902
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Last modified
3/6/2009 4:49:11 PM
Creation date
5/6/2008 9:24:51 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
08-6902
Building Department - Name
BOS,MICHAEL
Address
6412 HUNTINGTION DR
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<br />COLUMNS/POSTS HEIGHT vs SPACING FOR SCREEN WALLS WHERE <br />SECONDARY ROOF MEMBERS ATTACH FOR SCREEN ENCLOSURES WITH <br />SCREEN ROOFS. <br /> <br />APPLICABLE COLUMNSIPOSTS STITCHED,,@ 16" o.c. WITH #10x3/4" SMS <br /> <br />POSTS POST 100 mpb 110 mpb 120 mpb 130 mpb 140 mph <br />COLUMNS SPACING <br /> 4'0" 111l.9in_ 12ft Oin. 101l.4in. 9ft 9in. 8ft 7in. <br />2x3x.04S 5'0" 101l.8in. IOft3in. 91l.3in. 9ft Sin. 7ft9in. <br />Hollow 6'0" 9ft Sin. 9ft lin. Sll.4in. 7ft lIin. 611. lIin. <br /> TO" 9ft7in. SftSin. 7ft9in. 7ft4in. 6ft Sin. <br /> WO" 8ft 2in. 7ft lOin. 7ftOin. 6ft7in. Sft lOin. <br /> 4'0" 12ft lin. 12ft2in. lOft 6in. 9ft lIin. Sft9in. <br />2x3x.04S 5'0" Ilft6in. 9ft9in. 9ft6in. 9ft Oin. 7ft 11 in. <br />Snap 6'0" 11 ft Oin. 9ft, Sin. Sft 7in. 8ft lin. 7ft2in. <br /> TO" 10ft lin. SftlOin. 7ft lIin. 7ft7in. 6ft7in. <br /> WO" 9ft Oin. 7011in_ 7ft 3in. 60 lOin. 600in, <br /> 4'0" ISftOin. 14ft Sin. 12ft Ilin. 121l.4in. lOft lOin. <br />2x4x.04S 5'0" 13ft Sin. 12ft 7in. 11 ft Sin. 11ft lin. 9ft Sin. <br />lIollow 6'0" 12ft4in. 11ft lOin. 10ft Sin. 9ft lOin. SftSin. <br /> TO" 11ft lin. lOft Ilin. 9ft9in. IOft3in. Sft lin. <br /> S'O" 9ft Ilin. 9ft9in. 90 2in. SftSin. 7ft7in. <br /> 4'0" 16ft3in. 14ftSin. 13ft 2in. 12ft 7in. 11 ft Oin. <br />2x4x.04S 5'0" 13ft 4in. 13ftOin. 11ft Sin. II ft I in. 9ft Sin. <br />Snap (,0" 11ft lIin. 12ft7in. 10ft llin. lOft Sin. 9ft lin. <br /> TO" Ilft4in. "11 ft 2in. 10ft Oin. 9ft6in. Sft4in. <br /> S'O" lOft lin. lOft 2in, 9ft lin. Ilft7in. 7ft 7in. <br /> 4'0" 16ft3in. 15ft9in. 14ftlin. 13ft 3in. 11ft Sin. <br />2x4x.044x.100 5'0" 14ft3in. 13ft 11 in. 12ft7in. 12ft Oin. IOft6in. <br />Self-Mating 6'0" 13ft 2in. 12ft 7in. 11 ft 7in. IIftlin. 9ft8in. <br /> TO" 12ft4in. I 1ft Sin. 10ft 7in. 10ft 2in. Sft lOin. <br /> 8'0" 11ft 6in. lOft Ilin. 9ft9in. 904in_ SO lin_ <br /> 4'0" ISft2in. 17ft Sin. 150 Sin. 14ft lOin. 1311. Oin. <br />2xSx.OSO 5'0" 1600in. 15ft 7in. 14ft lin. 13ft 4in. 11 ft Sin. <br />Hollow 6'0" 14ft9in. 14ft Sin. 12ft Sin. 11ft 9in. IOft4in. <br /> TO" 13ft Sin. 13ft Oin. 11 ft 6in. IlftOin. 9ft 7in. <br /> 8'0" 12ft 7in. II nlOin, JOn 9in_ lOft 2in. 8ft Ilin. <br /> 4'0" 19ft 4in. 19ftOin. 16ft 11 in. 15ft lOin. 14ftOin. <br />2xSx.OSOx.116 5'0" 17ft4in. 16ft Ilin. ISft3in. 14ft Sin. 12ft Sin. <br />Self-Mating 6'0" 15ft 11 in. ISft6in. 13IlSin. 12ft Sin. 11ft lin. <br /> TO" 14ft lOin. 14ft Oin. : 12ft 7in. 1111. lOin. 1011. Sin. <br /> !l'0" 13ft 8in, 12ft Sin, 11ft 5in_ 100 J lin, 906in. <br /> 4'0" 22ft 7in. 21ft 7in. 18ft9in. 1711. 9in. 1511. Sin. <br />2x6x.OSOxl20 5'0" 20ft3in. 19ft 6in. 161l.6in. ISIl.Sin. 13ft9in. <br />Self-Mating 6'0" . ISIl. 6in. 161l.6in.- 141l.4in. 13ft 3in. 121l.0in. <br /> TO" 171l.3in. 161l.2in. 141l.0in. 12ft lin. I Ill. 7in. <br /> 8'0" ISft9in, 140 lOin. 12ft Ilin. 9ft9in. lOft Sin. <br /> 4'0" 28ft 3in. 27ft 9in. 24ftOin. 22ft 9in. 20ft lOin. <br />2x7x.OSSx,220 5'0" 2611. Sin. 25ft Oin. 22ft 9in. 2lft4in. ISft lIin. <br />Self-Mating 6'0" 24ft Oin. 23ft 7in. 21ft 7in. 20ft 4in. 1711 Ilin_ <br /> TO" 22ft 2in. 22112in. 19ft Ilin, 18ft Ilin. 16ft 7in. <br /> WO" 2lflJin_ 20fllOin_ 18fl7in_ 1711 Sin. JS06in, <br /> 4'0" 3Sft3in. 33ft 4in. 31ft Sin. 30ft 4in. 281l4in_ <br />2x8x.072x.224 5'0" 33fl3in. 3Jft3in. 29fl3in. 2Sft6in. 26ft 2in. <br />Self-Mating 6'0" 301l 4in. 2911. Sin. 2711 4in. 2S1l.2in. 23ft Oin. <br /> TO" 29ft 6in. 27ft 6in. 24ft II in. 22ft 7in. 211l.1in. <br /> 8'0" 27ft 4in. 25ft Oin. 21 fl Qin. 1911 Ilin. 18fl4in. <br /> <br />.'..... <br /> <br />Interpolation between values is allowable <br />HEIGHT INDICATED IS UNSUPPORTED LENGTH BETWEEN <br />SLAB &: BorrOM OF 5MB BEAM OR PURLlN <br /> <br /> <br />OF <br /> <br />---- <br /> <br />DESIGN CRITERIA: <br />STRUCTURE CLASSIFICATION: OPEN (REDUCED) <br />.APPLlCABLE WIND SPEED ZONES: loomph. 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 Ibs.lsqJ'- <br /> <br />BEAM STITCHING: 24' O_C, WITH N10x3/4 SMS <br />SCREEN GAUGE: IS<l4 (AIR-PERMEABLE CLADDING) <br /> <br />MAXIMUM LA TEUL PURlIN SUPPORT SPACING BETWEEN <br />BEAMS- 6'10" O_C. <br /> <br />Mail: 2007 W. Reynolds SI. <br />Plant City, FI 33563 <br />8 13-754-8 14S <br />Fax: S 13"7S2-o5 12 <br />richter@engineer.com <br />CA009356 <br /> <br />USE RON.L PEAK INSERT AND RON.I. EAVE rLlP INSERT <br />RON-L "BrR" BEAM/COLUMN/lUIL EAVE CONNECTOR <br />(SEE DETAILS) <br /> <br />These Standards & Plans Meet The 2004 <br />Florida Building Codes with 2006 Supplements & <br />ASCE 7-02 <br />Maximum Wind Speed..ll9.. mph <br /> <br />.Wlnd spt't'ds lhat exemS 130 mph require Silt spteiflC clllculalionslIld mginetrin(! <br />
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