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02-1180
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02-1180
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Last modified
3/6/2009 2:55:43 PM
Creation date
11/8/2006 11:20:28 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
02-1180
Building Department - Name
MYERS,BRUCE
Address
7313 APPLEGATE DR
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<br />DESCRIPTION <br /> <br />I 'JT 1FT I AREA I 'J ALL 1; I FLGE 1; <br />STRUCTURAL ITEMS DESCRIBED <br /> <br />ALLOY <br /> <br />II <br />. <br />I <br /> <br />I ALUMINUM <br />IMARK I <br /> <br />EXTRUSIONS <br /> <br />1. D. <br /> <br />CHART <br /> <br />(A) he2 OPEN BACK 0.276 0.230 0.044 0.044 6063-T6 <br />(B) he3 OPEN BACK 0.384 0.320 0.050 0.050 6063-T6 <br />(C) 3x2 PATIO BEAM 0.681 0.579 0.050 0.050 6063-T6 <br />(D> 2x2 PATIO BEAM 0.518 0.441 0.044 0.044 6063-T6 <br />(D 3x2 SNAP BEAM 0.542 0.461 0.041 0.041 6063-T6 <br />(F) 2x3 PATIO BEAM 0,681 0.579 0.050 0.050 6063-T6 <br />(G) 2x3 SNAP BEAM 0.680 0.578 0.045 0.045 6063-T6 <br />(H) 2x4 PATIO BEAM 0.799 0.679 0.050 0.050 6063-T6 <br /><D 2x4 SNAP BEAM 0.786 0.668 0,045 0.045 6063-T6 <br />(J) 2x4 5MB 1.008 0.857 0,044 0.135 6063-T6 <br />(K) 2x5 5MB 1.092 0.952 0,050 0.135 6063-T6 <br />(l) 2x6 5MB 1.342 1.141 0.054 0.135 6063-T6 <br />(M) 2x7 5MB 1.515 1.288 0,057 0.135 6063-T6 <br />(N) 2x8 5MB 2.147 1.826 0.072 0.224 6063-T6 <br />(0) 2x9 5MB 2.317 1.970 0.072 0.224 6063-T6 <br />(P) 2x10 5MB 3.504 3.028 0.092 0.389 6063-T6 <br />(Q) 3x2 POST BEAM 0.800 0.680 0.070 0.070 6063-T6 <br />(AU) 3x3 SCALLOPED TUBE 0,596 0.507 .044-.078 .044-.078 6063-T6 <br />(AV) 3x3-0.093 TUBE 1.256 1.068 0.093 0.093 6063-T6 <br />(A 'vi) 3x3-0.125 TUBE 1.691 1.438 0.125 0.125 6063-T6 <br />(AX) 4x4-0,125 TUBE 2,279 1.938 0.125 0.125 6063-T6 <br />(AY) 4x4-0.250 TUBE 4.41 3.75 0.250 0.250 6061-T6 <br />(AD 6x6-0.l25 TUBE 3.46 2.94 0.125 0.125 6063-T6 <br /> <br />I <br /> <br />J <br /> <br />I <br /> <br />I <br /> <br />J <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br /> ANGLES DESCRIBED <br />(AM 2x2x.125 ANGLE 0.569 0.484 0.125 0.125 6063-T6 <br />(AB) 2x2x.093 ANGLE 0.427 0,363 0,093 0.093 6063-T6 <br />(AD lx1x.062 ANGLE 0.141 0.120 0.062 0.062 6063-T6 <br />(AD> lx2x.062 ANGLE 0.214 0.182 0.062 0.062 6063-T6 <br />(AD he3x.ll0 ANGLE 0.323 0,275 0.110 0.110 6063-T6 <br /> RECEIVING CHANNELS DESCRIBED <br />(CM 1.5x2.125x.062 0,362 0.308 0.062 0.062 6063-T6 <br />(CB) 1.Sx3.l2Sx.062 0.438 0.372 0.062 0.062 6063-T6 <br />(CD 1.75x3.23x.ll0 0,834 0.710 0,110 0,110 6063-T6 <br />(CD> 2x4.125x.125 1.157 0.984 0.125 0.125 6063-T6 <br /> SUPER GUTTERS DESCRIBED <br />(GA) 4'x4' EXTRUDED 1.270 1.080 0.070 0.070 6063-T6 <br />(GB) 4'xS' EXTRUDED 1.358 1.155 0,075 0,07S 6063-T6 <br />(GD 4'x7' EXTRUDED 2.342 2.012 0.100 0.100 6063-T5 <br />NOTE. THESE EXTRUSIONS ARE AN 'OVERVIE"" OF "'HAT IS READILY AVAILABLE a. DOES NOT <br />HID CONSTITUTE A COMPLETE LISTING OF "'HAT IS AVAILABLE. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />3871 TAMIAMI lRAlL. sum: E <br />PORT CHARLOTTE. Fl 33952 <br />PHONE: (941) 627-4901 <br />FAX.: (941) 624-2382 <br /> <br />~ ALUMINUM STRUCTURES IlASTER PLAN <br />g;oo:IlIlIII;, IJI:. @ COPYRIGHT AL ENGINJ:ERINC, INC. 2002 <br />AI.. ENGINEERING, INC. flORIDA UCENSE #74-41 <br /> <br />PAGE 36 OF 266 <br />
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