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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 />COLUMNSIPOSTS HEIGHT vs SPACING FOR SCREEN WALLS WHERE <br />MAIN ROOF BEAMS ATIACH FOR SCREEN ENCLOSURES WITH <br />SCREEN ROOFS. <br /> <br />APPLICABLE COLUMNSIPOSTS STITCHED @ 16" o.c. WITH #10x3/4" SMS <br /> <br />I'OST COLUMNS POST 100 mph 110 mph 120 mph 130 mph ~mPh <br /> SrACJNG <br /> 4'0" 11 ft 9in. IlftOin. 9ft lOin. 9llSin. Sft2in. <br />2IJx.045l1ollow S'O" 10ft Sin. 9ft9in. Sft lOin. Sft4in. 7ft4in_ <br /> 6'0" 9ft6in. Sft !lin. 7ft Ilin. 711 7in. 6ft 7in. <br /> 7'0" 9ft4in. SII 2in. 7ft4in. 6ft Ilin. 6ft2in. <br /> 11'0" 711 Ilin. 7ft Sin. (,ft 9in. (,ft Sin. 5ft Sin_ <br /> 4'0" II ft lOin. ' 11ft 1in. 9ft 11 in. 9ft6in. SftJin. <br />2xJx.045 Snllp 5'0" Ilft2in. 9ft Ilin. 9ft Oin, 8ft6in. 7ft6in. <br /> 6'0" lOft lOin. 9ft lin. Sft lin. 7ft 9in. 6ft9in. <br /> TO" 91l lOin. Sft4in. 7ft 6in. 6ft I I ill. 6ft3ill. <br /> 8'0" !lIlSin. 7ft 7in_ 71l Oin. (,f17in_ SIl Win. <br /> 4'0" 14ft6in. 13ft lOin. 12ft 4in. 11ft Sin. IOft3in. <br />2x4x.045 IInllnw S'O" 13ft Oin, 12ft4in. IlftOin. 10ft6in. 9ft2in. <br /> 6'0" 11ft lOin. 11n2in. 9ft] lin. 9ft6in. 8ft Jin. <br /> 7'0" II ft Oin. IOft3in. 9ft3in. S/\9in. 7/\9in. <br /> R'O" 91l Ilin. 'In 6in_ IIIl 7in. IIIl lill. 7112in, <br />-- lIft lOin. 10ft Sill. <br /> 4'0" ]4/\ lin. 13/\ Oin. 121l (,in. <br />2x41.o.l5 Snnp S'O" 12ft9ill: 12ft Sin. IIIl 1in. lOft 7in. 9/\3in. <br /> 6'0" Illlllin. II ft 4in, JOft2in. 911 Sin, I>ft6in. <br /> TO" JOft llin. 10ft 6in. 9ft Sin. Sft I I ill. 7ft lOin <br /> R'O" JOII Oin. 9ft 7in, SIlSin. 81l 2in. 71l 3ill. <br /> 4'0" 161l3in. ISft 6in. 1411 lin. 131l4in. 11ft Kin. <br />214x.044x.100 5'0" 14ft3in. 13ft 11in. 12ftd 7in. 12ftOin. IOft6in_ <br />Self-l\1nling (,'(f' 13ft 2in. 121l7in. 11ft 7in. 111l lin. 9ft Sin, <br /> 7'0" 12ft 4 ill. 11ftSin 10ft 7in, 10ftOin. 8ft lOin, <br /> 8'()" IIIl 6in. JOIl II in. 9ft9in. 91l4in. 111l2in, <br /> 4'0" I 1711 Sin. 16ft 1lin. 14ft9in. 1411 Din. 12ft4in. <br />h51.050 Hollow 5'0" ISftSin. 14ft lin. 12ft lOin. 12ft2in. IOft9in. <br /> 6'0" 14/lJin. 13ft 9in. 11ft 8in. 1101in. 911Sin. <br /> 7'0" 13ft 2in. 1206in. II ft lin. IOft~n. 9ft Jin. <br /> S'O" 12111in. IIIl Sin. IOft3in. 9ft9in. Rft6in. <br /> 4'{)" 19ftOin. ISft9in. 151\ Ilin. ISft2in. 13ft 3in. <br />21Sdl50x.1 \6 S'O" 17ft Oin. 16ft lin. 13ft Sin. 12ft 11 in. 11ft4in. <br />Self-I\tnlinl~ 6'0" 16ft lOin. ISftSin. 12ft 7in. 11ft6in. lOll II in. <br /> 7'0" 141\ Sin. 13ft JOin. 12ft 4ill. 111\ 2il1. IOft3in, <br /> S'O" IJIl 7in. 1211 7ill, Ilfi6in. 111l0il1. 91\ 7ill, <br /> 4'0" 22ft Sin. 20ft 7ill. 17ft Sin. 161l4ill. 14Jl6ill. <br />2x(,x.0501120 . S'O" 19ft9in. 19ft2in. 16ft 9in. 15ft lOin. 14ftOin, <br />Selr-l\1n1in~ (,'0" ISIl4ill. 161l4in. IS1l2in. 14ft4ill. 12ft 7in. <br /> 7'0" 16011in. 161l2in. I3Il 9in. 131l0in. 111l4in. <br /> S'O" 151l4in, 1411 Kin. 12.\ lOin. IIIl I ill. 101l9in, <br /> 4'0" 211ft Jin. 26ft Sin. 241l lin. 221110ill. 19ft Ifill. <br />217x.0551.220 S'O" 260 Sin. 2Sft Oin. 22/\ 3in. 2lft2in. ISIl7ill. <br />Selr.l\llIlin~ 6'0" 241l0in. 2Jft 7in. 20ft 3in. 1902in, I(,ft JOin. <br /> 7'0" 2211 2in. 21ft Sin. 18ft lOin. 1711 lOin. 15ft Sin, <br /> X'O" 2/1115in_ I'>n Ilin. I(.n 7ill. ISft9in, 13ft Jin, <br /> 4'0" J41\ lin. 32ft Jin. JOft 7in. 29ft Oin. 27ft Jin. <br />2181.0721.22<1 5'0" 32ft 3in. 30ft6in, 281\ 6in. 27114in. 24ft 4in. <br />Sclr-J\Jalin~ 6'0" JOft Sin. 28ft lin. 26ft,lin. 24ft 9in. 22ft9in, <br /> 7'0" 2Sft 7in. 26ft 3in.. 25ft Oin. 23ft 11 in. 20ft7in. <br /> X'O" 211ft 9in. 2409in. 221\ 'Jill. 211l 7ill. 19ft lOin. <br /> <br />Sheel OF <br /> <br />Inl<<potation between .all!C" i. allowable <br />HEIGHT INDICATED IS UNSUPPORTED LENGlli BETWEEN <br />SLAB &. BOTTOM OF 5MB BEAM OR PURLlN <br /> <br /> <br />Rich/er <br />Engineering <br />Ii b,,". <br /> <br />1RK '. ~CIII ER "Ell 56196 <br /> <br />DESIGN CRITER/A: <br />STRUCTIJRE CLASSlnC A TION: OPEN (REDUCED) <br />.APPLlCABLE WIND SPEED ZONES: loompb - 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.l.q,R_ <br /> <br />BEAM STITCHING: 24' O.C. WITIl'IOx3/4 SMS <br />SCREEN GAUGE: ISd4 (AIR.PERMEABLE CLADDING) <br /> <br />MAXIMUM LATERAL PURLIN SUPPORT SPACING BETWEEN <br />BEAMS- 6'10' o,c. <br /> <br />Moil: 2007 W. Reynolds SI. <br />Plant Ci(y, F1 33563 <br />813-754-8148 <br />Fox: 813-752-0512 <br />ri~'hler@ellginc:er.com <br />CA0093S6 <br /> <br />, <br />.~. I <br /> <br />mE RON,L PEAK INSERT ANn RON-L F.A VE cur INSERT <br />RON,!. "HCR" HEAMK'OLIlMNI/UII. EA f'E CONNEC7VR <br />(SEE DETAilS) <br /> <br />.Wind speeds Ih';ll ('Hed: 1.\11 mph require' lilt specific clIkul:nions and cn~ineain1 <br /> <br />These Slanllards & Plans "'Ieet The ~()().t <br />rrorida Building Codes with 2006 Supplements & <br />ASCE 7JJ2 <br />Maximum Wind SpecII_UQ. mph <br />
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