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03-2175
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2003
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03-2175
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Last modified
3/6/2009 3:08:02 PM
Creation date
12/21/2006 9:21:06 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
03-2175
Building Department - Name
VASQUEZ,MANUEL
Address
5740 7TH ST
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<br />oi <br />j <br />I <br />I <br />I <br /> <br />tj <br />4 <br /> <br />I <br />I <br /> <br />. <br />r <br /> <br />EXTRUSIONS 1. D. <br /> <br />CHART <br /> <br />I ALUMINUM <br />I MARK I.. DESCRIPTION <br /> <br />I '-"TIFT I AREA \\jALL -t I FLGE -t l ALLOY <br /> <br />STRUCTURAL ITEMS DESCRIBED <br /> <br />(A) 1x2 OPEN BACK 0.276 0.230 0.044 0.044 6063-T6 <br />(B) lx3 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 />(I) 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 />(U 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) 2xl0 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 0.501 .044-.078 .044-,078 6063-T6 <br />(AV) 3x3-0.093 TUBE 1.256 1.068 0.093 0.093 6063-T6 <br />(A 'W) 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 6x6-0,125 TUBE 3,46 2.94 0.125 0,125 6063-T6 <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 1xlx,062 ANGLE 0.141 (),120 0.062 0.062 6063-T6 <br />(AD) lx2x.062 ANGLE 0.214 0,182 0.062 0.062 6063-T6 <br />(AD lx3x.110 ANGLE 0.323 0.275 0.110 0.110 6063-T6 <br /> RECEIVING CHANNELS DESCRIBED <br />(CA) 1.5x2.125x.062 0.362 0.308 0.062 0.062 6063-T6 <br />(Cm 1.5x3.125x.062 0.438 0.372 0.062 0.062 6063--T6 <br />(CC) 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 GUTTE.RS DESCRIBED <br />(GA) 4'x4' EXTRUDED 1.270 1.080 0.070 0,070 6063-T6 <br />(GB) 4'x5' EXTRUDED 1.358 1.155 0.075 0.075 6063-T6 <br />(GC) 4')(7' EXTRUDED 2.342 2.012 0.100 0.100 6063-T5 <br />NOTE. THESE EXTRUSIONS ARE AN 'OVERVIE'W' OF 'WHAT IS READILY AVAILABLE L DOES NOT <br />HID CONSTITUTE A COMPLETE LISTING OF 'WHAT IS AVAILABLE. <br /> <br />I <br /> <br />\ <br /> <br />\ <br /> <br />\..- <br /> <br />3871 TAMIAMI lRAlL. sum: E <br />PORT CHARlOTTE. FL 33952 <br />PHONE: (941) 627-4901 <br />FAX: (941) 824-2:582 <br /> <br />~ ALUMINUM STRUCTURES MASTER PLAN <br />~ DCIlIIZKIIC, IlK:. @ COPYRICHT AL KNCINEERINc. INC. 2002 <br />AI.. ENGINEERING, INe. FLORIDA UCENSE 17441 <br /> <br />PAGE 36 OF 266 <br /> <br />. <br /> <br />.s~ <br /> <br />. <br />II <br />- <br />I <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />- <br /> <br />, <br /> <br />J <br /> <br />J <br /> <br />I <br /> <br />"., <br /> <br />I <br /> <br />'. <br /> <br />, <br /> <br />I <br />t <br />
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