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<br />IV
<br />24-30
<br />59
<br />k 75
<br />--
<br />---
<br />:I
<br />i3,
<br />-1,
<br />221
<br />73
<br />-74
<br />3
<br />1-51
<br />-150
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<br />WA
<br />Ill
<br />500
<br />65
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<br />IVA
<br />575
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<br />2111MA psi
<br />3wo PSI
<br />4000 PSI Lb.JFL
<br />LWIFIL
<br />12 leiru 20
<br />V�S.
<br />Bid. 13
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<br />-24,
<br />-2A'
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<br />5-9
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<br />2187
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<br />"3375
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<br />WA
<br />22
<br />- 4�25
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<br />3 Hir� 114d 11.d� #S Zllag 1 16 42 Bill. 6S.
<br />d 6.. -9k --- --
<br />Fx
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<br />I -Budding
<br />forces of Tx` and Try- shom In. Chad
<br />2.FxandFyare huri7onted and �dical CoutPorunts Of the fesclJOR
<br />_suiting from windloads oil the rolling steel door. 7 1. existing Sir
<br />shall be capable of fesisting Fx and Fy I�s sh-n.
<br />" Welding Detail "
<br />TYP,
<br />* Angle Thickness
<br />Notes: DuraColl -Optima (Flat Slat 18 Ga,)
<br />D.R. Design Reference -0
<br />Z
<br />KIA Not Applicable tipe'dilt = t--
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<br />altzCI�D CHAO ABELL
<br />tK, 2D
<br />011 W P-1 928
<br />-3C
<br />1 1. 1 ITT
<br />d:o: !:, let i, DESIGN SERVICES INC.
<br />MOfBILE/ OFFICE 352-20ro-5821
<br />OFFICE FAX 3F72-580-2342
<br />R. 8, HANLEY F 0 fBOX 1-325 SAN ANTONIO
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