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<br />- <br /> <br />EXTRU'SIONS 1. D. <br /> <br />I ALUMINUM <br />II MARK I DESCRIPTION <br /> <br />I <br />~ i <br />I <br /> <br />(AM <br />(AB) <br />(AC) <br />(AD> <br />(AD <br /> <br />(CM <br />(CB) <br />(CC) <br />(CD> <br /> <br />(GM <br />(GB) <br />(GC) <br /> <br />CHART <br /> <br />I \,IT 1FT I AREA I \,I ALL -t I FLGE -t <br /> <br />STRUCTURAL ITEMS DESCRIBED <br /> <br />ANGLES DESCRIBED <br /> <br />2x2x.125 ANGLE <br />2x2x.093 ANGLE <br />lxlx.062 ANGLE <br />lx2x.062 ANGLE <br />1x3x.110 ANGLE <br /> <br />0.569 <br />0.427 <br /> <br />0.141 <br />0.214 <br /> <br />0.323 <br /> <br />0.484 <br />0.363 <br /> <br />0.120 <br />0.182 <br /> <br />0.275 <br /> <br />0.308 <br /> <br />0.372 <br />0.710 <br /> <br />0.984 <br /> <br />1.080 <br />1.155 <br />2.012 <br /> <br />0.125 <br />0.093 <br /> <br />0.062 <br />0.062 <br />0.110 <br /> <br />RECEIVING CHANNELS DESCRIBED <br /> <br />0.125 <br />0.093 <br /> <br />0.062 <br />0.062 <br />0.110 <br /> <br />0.062 <br /> <br />0.062 <br />0.110 <br />0.125 <br /> <br />0.070 <br /> <br />0.075 <br /> <br />0.100 <br /> <br />I <br /> <br />ALLOY <br /> <br />II <br /> <br />I <br />I <br /> <br />(A) lx2 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 BEAH 0.681 0.579 0.050 0.050 6063-T6 <br />(D> 2x2 PATIO BEAH 0.518 0.441 0.044 0.044 6063-T6 <br />(D 3x2 SNAP BEAH 0.542 0.461 0.041 0.041 6063-T6 <br />(D 2x3 PATIO BEAH 0.681 0.579 0.050 0.050 6063-T6 <br />(G) 2x3 SNAP BEAH 0.680 0.578 0.045 0.045 6063-T6 <br />(H) 2x4 PATIO BEAH 0.799 0.679 0.050 0.050 6063-T6 <br />m 2x4 SNAP BEAH 0.786 0.668 0.045 0.045 6063-T6 <br />(J) 2x4 SHB 1.008 0.857 0.044 0.135 6063-T6 <br />(K) 2x5 SHB 1.092 0.952 0.050 0.135 6063-T6 <br />(U 2x6 SHB 1.342 1.141 0.054 0.135 6063-T6 <br />(M) 2x7 SHB 1.515 1.288 0.057 0.135 6063-T6 <br />(N) 2x8 SHB 2.147 1.826 0.072 0.224 6063-T6 <br />(0) 2x9 SHB 2.317 1.970 0.072 0.224 6063-T6 <br />(P) 2xl0 SHB 3.504 3.028 0.092 0.389 6063-T6 <br />(Q) 3x2 POST BEAH 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 I.J) 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 />1.5x2.125x.062 <br />1.5x3.125x.062 <br />1.75x3.23x.110 <br />2x4.125x.125 <br /> <br />0.362 <br /> <br />0.438 <br />0.834 <br /> <br />1.157 <br /> <br />0.062 <br /> <br />0.062 <br />0.110 <br /> <br />0.125 <br /> <br />SUPER GUTTERS DESCRIBED <br /> <br />I <br /> <br />I <br />I <br />I <br />,J <br /> <br />6063-T6 <br />6063-T6 <br /> <br />6063-T6 <br />6063-T6 <br />6063-T6 <br /> <br />6063-T6 <br /> <br />6063-T6 <br />6063-T6 <br /> <br />6063-T6 <br /> <br />6063-T6 <br /> <br />6063-T6 <br /> <br />6063-T5 <br /> <br />NOTE. THESE EXTRUSIONS ARE AN .OVERVIE..... or 'WHAT IS READILY AVAILABLE L DOES NOT <br />HID CONSTITUTE A COHPLETE LISTING Dr 'WHAT IS AVAILABLE. <br /> <br />3871 TAMIAMI TRAIl. SUITE E <br />PORT CHARlOTTE. Ft 3.3952 <br />PHONE: (941) 627-4901 <br />FAX: (941) 824-2382 <br /> <br />4'x4' EXTRUDED <br />4'x5' EXTRUDED <br /> <br />4')(7' EXTRUDED <br /> <br />1.270 <br />1.358 <br />2.342 <br /> <br />0.070 <br />0.075 <br />0.100 <br /> <br />~ ALUMINUM STRUCTURES MASTKR PLAN <br />EIImIIZRDIC. IE @ COPYRIGHT AL KNCINJ:ERING. INC. 2002 <br />AI.. ENGINEERING, INe. FtORIOA UCENSE #7441 <br /> <br />PAGE 36 OF 266 <br />