Page 85 - Portfolio Sittichok
P. 85

1 1  2 2  3 3  4 4  5 5             6 6
  2  2
 30.000 m
 30.000 m
                           6.000 m
 6.000 m
 6.000 m
 6.000 m
           6.000 m
 6.000 m  6.000 m  6.000 m  6.000 m  6.000 m
  5-12@0.500 m   8-16@0.300 m   13-16@0.200 m
 1.
 3.
 1.
 1. 1.500 m500 m  1. 1.500 m500 m  3.000 m000 m  1. 1.500 m500 m  1.500 m500 m  4-16@0.325 m  3. 3.000 m000 m  1. 1.500 m500 m  6-16@0.225 m  1.500 m500 m   1-12@1.300 m  3.000 m000 m   6-16@0.225 m  1.500 m500 m  1.500 m500 m  4-16@0.325 m  3. 3.000 m000 m  1. 1.500 m500 m  1.500 m500 m  3-16@0.425 m  3.000 m000 m  1.250 m 1.250 m
  1.
     1.
                      1.
                            3.
 3.
  6-16@0.200 m
     6-16@0.200 m
 D  D              5-16@0.225 m@0.225 m   6-16   2-12@0.575 m@0.650 m   2-12
 2-12@0.700 m
                                   3-12@0.450 m
 2-12@0.625 m  8-16@0.375 m   3-16@0.375 m  1-12@2.100 m  1-12@1.150 m   6-16@0.200 m   6-16@0.200 m  1-12@2.100 m  3-16@0.375 m  8-16@0.375 m   5-12@0.225 m  3-12@0.450 m  1.250 m 1.250 m
  2-12+3-12@0.250 m
 5.000 m 5.000 m   4-12+5-12@0.275 m   7-12@0.350 m   2-12+3-12@0.250 m   6-16@0.200 m   12@1.250 m   6-16@0.200 m   6-16@0.200 m   6-16@0.200 m   2-16+1-16@0.425 m   3-12@0.425 m@0.425 m   3-12   4-12+5-12@0.275 m   1-12@1.250 m@1.250 m   1-12  2.500 m  2.500 m
 7-12@0.200 m 7-16@0.375 m  4-12+3-12@0.425 m   6-16@0.200 m   +1-12   6-16@0.200 m   2-16+1-16@0.425 m  4-12+3-12@0.425 m  7-16@0.375 m  7-12@0.200 m
 4-16@0.325 m  12-12@0.250 m  2-12@1.500 m  12-12@0.250 m  4-16@0.325 m  1 1
  14-16@0.175 m
  7-12@0.350 m   4-12@0.625 m   16-16@0.150 m   7-16@0.350 m  7-16@0.300 m   8-12@0.325 m   14-16@0.175 m  7-16@0.300 m   7-16@0.350 m   16-16@0.150 m   3-12@0.825 m   10-12@0.250 m
 6-16@0.225 m 9-12@0.300 m  1-12@2.100 m  1-12@2.100 m  10-12@0.250 m  7-16@0.200 m  1.250 m 1.250 m
 C  C
 6-16@0.200 m  3-12@1.000 m  3-16@0.300 m 4-12@0.750 m  3-16@0.300 m  3-12@1.000 m  6-16@0.225 m
 12-16@0.250 m  12-16@0.250 m         1.250 m 1.250 m
 15.000 m 15.000 m  5.000 m 5.000 m   3-12@0.825 m   9-12@0.275 m   5-12+5-12@0.250 m   7-12@0.350 m   4-12+3-12@0.350 m   8-12@0.325 m   5-12+5-12@0.250 m   9-12@0.275 m   7-12@0.350 m  2.500 m  2.500 m
 2-12@0.625 m  6-12@0.500 m  4-12+4-12@0.375 m  9-12@0.225 m 2-16@0.450 m  2-16@0.450 m  4-12+4-12@0.375 m  7-12@0.425 m  4-12@0.325 m
  7-12@0.350 m   4-12@0.625 m   16-16@0.150 m   7-16@0.350 m   14-16@0.175 m   8-12@0.300 m   14-16@0.175 m9-12@0.225 m   7-16@0.350 m   15-16@0.175 m   3-12@0.825 m   8-16@0.300 m  1.250 m 1.250 m
 5-12+5-12@0.300 m
 B  B
                                      1.250 m
                                      1.250 m
 6-16@0.200 m  12-16@0.250 m  12-16@0.250 m  13-16@0.100 m
 6-16@0.225 m  3-12@1.000 m  3-16@0.300 m 4-12@0.750 m  3-16@0.300 m  3-12@1.000 m  9-12@0.300 m  13-16@0.100 m
  4-12+5-12@0.275 m   7-12@0.350 m   2-12+3-12@0.250 m  1-12@2.100 m  2-12@1.500 m   6-16@0.200 m  1-12@2.100 m  2-16+1-16@0.425 m   4-12+5-12@0.275 m
  6-16@0.200 m
  +1-12
 5.000 m 5.000 m   2-12+3-12@0.250 m  7-16@0.300 m   12@1.250 m   6-16@0.200 m   6-16@0.200 m  7-16@0.300 m  2-16+1-16@0.425 m   3-12@0.425 m@0.425 m   3-12   2-12@0.625 m@0.625 m   2-12  2.500 m  2.500 m
     6-16@0.200 m
  6-16@0.200 m
                   5-16@0.225 m
                          4-12@0.275 m
                                   4-12@0.275 m
  3-16@0.375 m
  13-16@0.200 m
 7-12@0.200 m
 4-16@0.325 m  4-16+3-16@0.375 m  12-12@0.250 m  4-12+3-12@0.425 m   6-16@0.200 m   1-12@1.150 m   6-16@0.200 m   6-16@0.200 m   6-16@0.200 m   3-16@0.375 m  4-12+3-12@0.425 m  12-12@0.250 m  4-16+3-16@0.375 m 7-12@0.200 m  1.250 m 1.250 m
                                   4-16@0.325 m
 5-12@0.525 m  5-12@0.500 m   8-16@0.300 m  8-16@0.375 m  1-12@3.000 m  1-12@2.100 m  1-12@2.100 m  1-12@3.000 m  8-16@0.375 m  11-12@0.250 m
 A  A   4-16@0.325 m   6-16@0.225 m   1-12@1.300 m   7-16@0.175 m   4-16@0.325 m   5-16@0.250 m   5-12@0.250 m   5-12@0.250 m  1.250 m 1.250 m
 Bot
 Top Rebar Plantom Rebar Plan
 (Sc
 (Scale 1:200)ale 1:200)
 PROJECTECT
 CLIENTIENT
 CL  PROJ
                                   PA          DESI         NA
                                   PAGE.GE.
                                               DESIGNEDGNED
                                                            NA
 CSIDET
 CSIDETAILERAILER
 CSIDETAILER USERAILER USER  CSIDET
                                                            NA
                                               DRAWNAWN
                                   1 1         DR           NA
 CONSULTANTNSULTANT  T TITLEITLE
 CO
                                                            AH
                                               CHECKEDECKED
                                   DATEE       CH           AH
                                   DAT
 COMPUTER AND STRUCTURES INCER AND STRUCTURES INC  BOT  13  AP  IS IS
 COMPUT
 TOP REBAR PLANTOM REBAR PLAN
                                   13/10/2562/10/2562
                                               APPROVEDPROVED
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