The document appears to be an engineering drawing or proposal for a building layout and column placement. It includes dimensions in millimeters for column spacing throughout the building, notes on design loads for the roof, frames, wind, and rain, and identifies the customer, project name, drawing date, sheet number, building name and number, and revision number. Dimension strings and labels are repeated on the layout, suggesting it depicts column placement and sizing for multiple braced bays of the building.

1. 20000 C/C 23000 C/C 24000 C/C
20000 C/C 23000 C/C 30000 C/C
AA B C D EE F G H JJ K L M N P
73000 O/O OF STEEL
5000 C/C 5000 C/C 5000 C/C 5000 C/C 5750 C/C 5750 C/C 5750 C/C 5750 C/C 6000 C/C 6000 C/C 6000 C/C 6000 C/C 6000 C/C
1234567891011
70000C/COFSTEEL
7000C/C7000C/C7000C/C7000C/C7000C/C7000C/C7000C/C7000C/C7000C/C7000C/C
AA B C D EE F G H JJ K L M N P
73000 O/O OF STEEL
5000 C/C 5000 C/C 5000 C/C 5000 C/C 5750 C/C 5750 C/C 5750 C/C 5750 C/C 6000 C/C 6000 C/C 6000 C/C 6000 C/C 6000 C/C
JACKPORTALFRAMEJACKPORTALFRAMEJACKPORTALFRAME
BRACEDBAYBRACEDBAYBRACEDBAY
HANGINGPARTION
CUSTOMER:
PROJECTNAME:
DRN.BYDATECHK.BYDATESHEETNO.
BLDG.NAME:
BLDG.NO.:
REV.NO.:
QUOTENO.:
NOTES:
1.AlldimensionsareinMILLIMETERS.
2.ThisisaPROPOSALDRAWINGONLY,
NOTforCONSTRUCTION.
1of828.01.1628.01.16000MOS
00
01
D2-15-032
Factory
Eng.MamdouhCOLUMNLAYOUTPLAN
3.AlldimensionsareC/CUNO.
(1)(2)
KEYPLAN
TheBUILDINGhasbeendesignedto
supportit'sownDEADLOADplus:
0.570kN/SQ.M.LIVELOADonROOF
0.570kN/SQ.M.LIVELOADonFRAMES
0.8kN/SQ.M.WINDPRESSURE
0.300kN/SQ.M.COLLATERAL
150.0mm/hrRAIN
0.000kN/SQ.M.SNOW