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02-0972
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02-0972
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Last modified
3/6/2009 2:56:16 PM
Creation date
11/3/2006 10:52:31 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
02-0972
Building Department - Name
LITCHFIELD,HARRY
Address
5636 BEECH ST
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<br /> <br />------ <br /> EDGE BEAM SPAN TABLE <br /> WIND 110 MPH. DEFLECTION L/50 <br /> SOUD ROOF. OPEN OR' CREEN WALLS <br /> BEAM AC F SPAN <br /> USED 6' 8' 12' 15' 20' 24' <br /> O'O/H 7.33 6.50 .83 5.33 4.67 4.17 3.83 <br /> (0) l' O/H 6.33 5.83 .33 5.00 4.33 4.00 3.67 <br /> 2x2 2' OIH 5.17 5.00 4.67 4.50 4.17 3.83 3.50 <br /> PB 3' OIH 4.33 4.33 It.17 4.00 3.83 3.50 3.33 <br /> 4'O/H 3.83 3.83 3.67. 3.67 3.50 3.33 3.17 <br /> :- 6.83 6.17 5.67 <br /> 2x3(F) 6.50 5.83 5.33 <br /> OR ' OIH . .33 7.00 6.67 6.17 5.50 5.17 <br /> 3x2 (C) 3' O/H 6.50 6.33'-6.17 6.00 5.50 5.33 5.00 <br /> PB 4' OIH 5.67 5.50 ..50 5.33 5.17 4.83 4.67 <br /> (F) O' O/H 7.83 7.00 '33 5.8~ 5.00 4.50 4.17 <br /> 3x2 l' O/H 6.83 6.33 5.83 5.33 4.83 4.33 4,00 <br /> PB 2'OIH 5.50 5.33 5.17 4.83 4.50 4.17 3.83 <br /> WEAK 3' OIH 4.67 4.67 4.50 4.33. ".17 3.83 3.67 <br /> AXIS 4'OIH 4.17 4.17 4.00 4.00 . .3.83 3.67 3.50 <br />I O' O/H 13.17 11.67 10.67 9.67 8.50 7.50 6.83 <br />(H) l' OIH 11.50 10.50 9.67 9.00 8.00 7.17 6.67 <br /> 2x4 2' O/H 9.33 9.00 8.67 8. I 7 7.50 6.83' 6.33 <br /> PB 3' OIH 8.00 7.83 7.50 7.33 6.83 6.50 6.17 <br /> OR TILT 4' O/H 6.83 6.83 6.67 6.67 6.33 6.00 5.67 <br /> 0' O/H 12.8f 11.33 10.33 9.50 8. I 7 7.33 6.67 <br />I (I) l' O/H 11. I 7 10.17 9.33 8.67 7.67 7.00 6.33 <br />2x4 2' OIH 9.00 8.67 8.33 8.00 7.33 6.67 6.17 <br />I SMS 3'OIH 7.67 7.50 7.33 7.00 6.67 6.17 5.83 . <br /> 4' OIH 6.67 6.67 6.50 6.33 6.00 5.67 5.50 <br />I 0' O/H 16.33 14.83 13.33 12.17 10.67 9.50 8.50 <br />(J) l' OIH 14.50 13.33 12. I 7 11.33 10.00 9.00 8.17 <br /> 2x4 2' OIH 11.83 11.33 10.83 10.33 9.33 8.50 7.83 <br />I 5MB 3'OIH 10.00 9.67 9.50 9.17 8.50 8.00 7.50 <br /> 4' O/H 8.50 8.50 8.33 8.17 7.83 7.33 7.00 <br /> 0' O/H 21.50 19.17 17.33 15.83 13.67 12.17 11.00 <br /> (K) l' O/H 18.83 17.17 15.83 14.67 12.83 11.50 10.50 <br />I 2x5 2' O/H 15.33 14.67 14.00 13.33 12.17 11.00 10.00 <br /> 5MB 3' O/H 12.83 12.50 12.17 . 11.83 11.00 10'.33 9.67 <br />I 4'OIH 11.00 11.00 10.83 10.50 10.00 9.50 8.67 <br /> 0' O/H 23.67 21.00 19.00 17.33 15.00 13.33 12.00 <br />I (l) l' OIH 20.67 18.83 17.33 16.00 14.17 12.67 11.50 <br /> 2x7 2' OIH 16.83 16.00 15.33 14.67 13.33 12.00 11.00 . <br />I 5MB 3'OIH 14.00 13.67 13.33 12.83 12.00 11.17 10.33 <br /> 4' O/H 12.00 12.00 11.67 11.50 10.83 10.00 9.17 . <br />I 0' O/H 29.33 26.33 24.00 22.00 19.33 17.33 15.67 : <br />(M) l' OIH 26.00 23.83 22.00 20.50 18.17 16.50 15.00 <br />I 2x8 2' O/H 21.33 20.50 19.67 18.83 17. I 7 15.67 14.00 <br />5MB 3' O/H 18.17 17.83 17.33 16.83 15.83 14.50 13.00 <br />I 4'O/H 15.83 15.67 15.50 15,00 13.83 12.67 11.67 <br /> 0' O/H 31.33 28.00 25.50 23.50 20.33 18.17 16.33 l <br /> I <br />I (N) l' OIH 27.67 25.33 23.33 21.67 19.17 17,33 15.00 <br />2x9 2' OIH 22.67 21.83 20.83 20.00 18.17 16.17 14.00 I <br />I 5MB 3' O/H 19.17 18.83 18. I 7 17.67 16.33 14.67 13.00 <br /> 4' OIH I-~~:~,dll l~,U 12,17 I1.D 7 <br />I j <br /> I <br /> SPAN VALUES ARE IN DECIMAL FEET I <br />I ~ ALUMINUM STRUCTURES MASTER PLAN I <br /> ~ ENG/rEERlNG.INC. @ COPYRIGHT AL, IHC. 1994 77 I <br />... J'-." ,. <br />
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