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REV DESCRIPTION DATE
3D1
6 6A 7A 9 10 11
C1
B
A1
Tekl
a st
ruct
ures DESCRIPTION
PROJECT NAME
DRAWN BY
DATE DRAWN
JOB No. DRG No.
COASTLINE WELDING13 FISHER CRESCENTOKOTOKS AB T1S 1A9
CANEXUS RAIL CAR LOADOUT EXPANSION
18.03.2013 PROJ-NUM E1
A FOR REVIEW AND APPROVAL 02/APR/2013
REV DESCRIPTION DATE
COLUMN AND BASE PLATE LAYOUTU/S BASE PLATE EL. 644.325
5555
11123
1
5555
11123
1
5555
11123
1
5555
11123
1
11123
1
55 55
30000
3000 6750 6750 6750 6750
TYPE 3
TYPE 2
TYPE 2
TYPE 2
TYPE 2
TYPE 1
TYPE 1
TYPE 1
TYPE 1
TYPE 1
TYPE 1TYPE 1
TYPE 1
TYPE 1
TYPE 1
TYPE 1
L76X
76X9.5
L1
W200X
27C16
W360X
122
C13
W360X
122
C10
W360X
122
C7
W360X
122
C4
W360X
122
C1
W360X
147
C2
W360X
147
C5
W360X
147
C8
W360X
147
C11
W360X
122
C14
W360X
122
C15
W360X
122
C12
W360X
122
C9
W360X
122
C6
W360X
122
C3
230
230
110
110
100100
150150
110
110
230
230
150 150
100 100
5555
105105
111
111
231
231
5555
105105
111
111
231
231
105105
111
23111
1
231
105 105
1400
1090
1444
0
7020
7420
230
230
110
110
100
150150150150
5555
105105
111
111
231
231
5555
105105
111
111
231
231
5555
105105
111
111
231
231
5555
105105
111
111
231
231
105105
111
231
105105
111
231
105105
111
231
995
6025
2895 3855
230
230
110
110
100100
50 50
5050
100
461
231
231
111
111
210
110
550
6060
221
6060
105 105
55 55
375
11-REQ'D.BASE PLATE TYPE 1
32 TH. PL. WITH 8-37 DIA.BOLT HOLES FOR29 DIA. ANCHOR BOLTS
W360X122
460
230
230
110
110
200
300
550
150 150
450
6060
220
6060
100 100
W360X147
BASE PLATE TYPE 24-REQ'D.
32 TH. PL. WITH 8-37 DIA.BOLT HOLES FOR29 DIA. ANCHOR BOLTS
100
100
5050
270
200
50 50
W200X27
BASE PLATE TYPE 31-REQ'D.
25 TH. PL. WITH 4-25 DIA.BOLT HOLES FOR19 DIA. ANCHOR BOLTS
6 6A 7A 9 10 11
C1
B
A1
9
A1
NOTE:
1. -indicates beams target mark location
A FOR REVIEW AND APPROVAL 02/APR/2013
REV DESCRIPTION DATE
ROOF FRAMING PLANSAG RODS EQUALLY SPACED AT 3RD POINT
1980
48°
2200
2300
300 2700
30000
3000 6750 6750 6750 6750
1.Please confirm if the dim'sare acceptable in the cloud
W360X
122
C3
46°
46°
2250
2250
1444
0
7020
BR10W
T125X22.4
PU3 W250X45
B15 W310X74EL. + 651250
B34 W310X74 EL. + 651250
EXISTIN
G
W610
W360X
147
C5
PU20 W250X45
PU7 W250X45
PU20 W250X45
PU20 W250X45
PU4 W250X45
PU20 W250X45
B34 W310X74 EL. + 652200
PU4 W250X45
PU4 W250X45
PU4 W250X45
PU4 W250X45
PU4 W250X45
PU4 W250X45
PU8 W250X45
PU1 W250X45
POST BELOW
P1 W20
0X31
B32 W410X54EL. + 651400
EXISTIN
G
W610
BR11W
T125X
22.4
W360X
122
C1
M1
L102
X76
X6.
4
PU20 W250X45
PU14 W250X45B1
W31
0X74
B30
W61
0X10
1PU2 W250X45
PU2 W250X45
PU2 W250X45
PU2 W250X45
PU2 W250X45
PU2 W250X45
1325 1375 2300
1225 1475 2200
150 285074
20
B5 W410X54 EL. + 651400
EXISTIN
G
W610
W360X
147
C2
B6 W410X54 EL. + 652300
PU5 W250X45
PU2 W250X45
M2
L102
X76
X6.
4
B2
W31
0X74
B12
W61
0X10
1
PU5 W250X45
PU5 W250X45
PU5 W250X45
PU5 W250X45
PU6 W250X45
PU5 W250X45
PU5 W250X45
46°
46°
PU9 W250X45
TYP.SG1 ROD19
POST BELOW
B27 W310X74EL. + 651250
P3 W20
0X31
BR17W
T125X22.4W36
0X12
2C4
PU4 W250X45
PU4 W250X45
PU4 W250X45
PU4 W250X45
PU4 W250X45
PU4 W250X45
B35
W61
0X10
1
48° 48°
48°
2200 2300 2250
2300 2200 2250
SG2 ROD19
BR12W
T125X22.4
TYP.
TYP.
SG3 ROD19
B38 W310X74 EL. + 651250
BR2 WT1
25X22
.4
W360X
122
C6
PU4 W250X45
PU4 W250X45
B37 W310X74 EL. + 652200
PU4 W250X45
PU10 W250X45
PU4 W250X45
PU4 W250X45
PU15 W250X45
PU4 W250X45
PU8 W250X45
B36
W61
0X10
1
2300
2200
PU16 W250X45
POST BELOW
B42 W310X74 EL. + 651250
P4 W20
0X31
W200X
31P5
BR13W
T125X22.4
BR15W
T125
X22.4
BR16W
T125X22.4
BR1W
T125X22.4
BR19W
T125X
22.4
W360X
122
C14
W360X
147
C11
W360X
147
C8
W360X
122
C10
W360X
122
C7
W360X
122
C13
W360X
122
C9
W360X
122
C12
W360X
122
C15
B33
W61
0X10
1
B11
W61
0X10
1
B31 W310X74 EL. + 652200
PU22 W250X45
PU22 W250X45
PU13 W250X45
PU18 W250X45
PU22 W250X45
PU22 W250X45
PU22 W250X45
PU22 W250X45
B25
W61
0X10
1
B42 W310X74 EL. + 652200
B41
W61
0X10
1
B39
W61
0X10
1
PU22 W250X45
PU22 W250X45
PU22 W250X45
PU22 W250X45
PU22 W250X45
PU22 W250X45 B12
W61
0X10
1
PU17 W250X45
PU11 W250X45
POST BELOW
PU12 W250X45
PU4 W250X45
PU4 W250X45
PU4 W250X45
PU4 W250X45
PU4 W250X45
B19 W310X74EL. + 651250
48°48°
48°
48°
2300 2250 2200
2200 2250 2300
SIM.DET. A
DET. A
BR14W
T125X22.4
PU4 W250X45
PU4 W250X45
PU8 W250X45
PU4 W250X45
PU23 W250X45
PU4 W250X45
PU4 W250X45
PU24 W250X45
PU4 W250X45
B40 W310X74 EL. + 651250
46°
46°
46°
46°
BR18W
T125X22.4
B42 W310X74EL. + 651250
2250 2200
2250 2300
19 A325N 19 A325N
19 A325N
DETAIL A
6 6A 7A 9
C1
C1
6 6A 7A 9 10
C1
6A 7A 9 10
C1EL650.800
NOTE:
1. -indicates beams target mark location
Tekl
a st
ruct
ures DESCRIPTION
PROJECT NAME
DRAWN BY
DATE DRAWN
JOB No. DRG No.
COASTLINE WELDING13 FISHER CRESCENTOKOTOKS AB T1S 1A9
CANEXUS RAIL CAR LOADOUT EXPANSION
18.03.2013 PROJ-NUM E3
A FOR REVIEW AND APPROVAL 02/APR/2013
REV DESCRIPTION DATE
1980
1980
1200 3375 3375 1000
3000 6750 6750
B --
W200X22(-600)
W200X22(-600)
W360X
122
C7
B9
W20
0X22
EXISTIN
G
W61
0
W360X
122
C1
W360X
122
C4
B14 W310X39
B17 W310X39
P1 W20
0X31
B9
W20
0X22
B16
W20
0X22
P3 W20
0X31
B9
W20
0X22
P5 W20
0X31
PLAN AT TOS EL 648.000
PALTFORM AT TOS EL 648.000HORIZONTAL BARCING L64X64X6.4(-206) TYP. UNO
1350
23250
6750
C310X37
B7 C310X37C310X37 L64X64X6.4
L64X
64X6.4
B8 W310X39TOS EL. 647695
C31
0X37 C31
0X37
C31
0X37
C310X37 L64X
64X6.4
L64X
64X6.4
C31
0X37
C310X37 C31
0X37
C31
0X37
M3 ROD20
P2 HSS102X
102X
12.7
L64X64X6.4
L64X64X6.4
L64X64X6.4
B8 W310X39TOS EL. 647695
C310X37
C31
0X37
L64X64X6.4
W20
0X22
C31
0X37
C31
0X37
L64X
64X6
.4L64X64X6.4
C31
0X37
C31
0X37
B8 W310X39TOS EL. 647695
ST1 C310X37
P2 HSS102X
102X
12.7
1280
6750
W360X
122
C1
W360X
122
C4
EXISTIN
G
W61
0
POST UP
POST UP
P1 W20
0X31
P3 W20
0X31
B26 C310X37
C310X37
L1L7
6X76
X9.5
W31
0X39
B8 W310X39TOS EL. 647695
C31
0X37L64X64X6.4
L64X
64X6
.4
L64X
64X6.4
C31
0X37
C31
0X37
L64X64X6.4
W20
0X22
C31
0X37 L64X64X6.4
1780
400
1380
1200 1280
3000
1400
1090
880 500 1155 1655 1350
890
1520XX
UP.
1.Please furnish thedim's marked "XX" C -
L64X64X6.4
2125
6750
1.Please furnish thedim's marked "XX"
C -
L64X64X6.4C310X37
L64X64X6.4
L64X
64X6.4
W360X
122
C7
W360X
122
C10
DN
POST UP
POST UP
P5 W20
0X31
P4 W20
0X31
1350 1350 1350
890
890
XX
1435 500 880 905 905
UP.G
R1
GR
TG32
X99
5
GR
2G
RTG
32X
995
GR
3G
RTG
32X
995
GR
4G
RTG
32X
995
GR
5G
RTG
32X
995
GR
6G
RTG
32X
995
GR
8G
RTG
32X
995
GR
7G
RTG
32X
995
GR
10G
RTG
32X
995
GR
9G
RTG
32X
995
GR
12G
RTG
32X
995
GR
11G
RTG
32X
995
GR
14G
RTG
32X
995
GR
13G
RTG
32X
995
GR
15G
RTG
32X
995
GR
16G
RTG
32X
995
GR
18G
RTG
32X
995
GR
17G
RTG
32X
995
GR
20G
RTG
32X
995
GR
19G
RTG
32X
995
GR
21G
RTG
32X
470
GR
6G
RTG
32X
995
HANDRAIL & GRATING AT PALTFORM TOS EL 648.000TOP OF GRATING EL. 648.032
4050
3563
995
HR5 PIPE38STD
928
4313
995
1161
1107
1161
185
333
1514
HR1 PIPE38STD
HR2 PIPE38STD
A -
L1L7
6X76
X9.5
239
361.
517
517
5
995 10
2536
810 10 995 10 995 10
3286 1725
2437
10 995 10 995 10 905 9010
2000 10
HR3 PIPE38STD
HR4 PIPE38STD
TYP.FIELD WELD SPLICE
5011
2813
995
3187
10 995 10 995 10 995 10 620 37510
995 10 995 10
HR6 PIPE38STD
HR4 PIPE38STD
3. Please confirm if all dim's for allhandrails are acceptable in the cloud
1786 38
361
50 9099
210
022
5
3937 38
10 995 10 995 10 99510
335 67
HR8 PIPE38STD
HR7 PIPE38STD
928
1100
600
1980
4. Please confirm if the detailis acceptable in the cloud
B16 W200X22
C200X21 C200X21
B SECTION-
6TYP.
A SECTION-
XX
XXXX
1200
2.Please furnish thedim's marked "XX"
C SECTION-
6A
A1
EL.644.000EL644.325
6 6A 7A 9 10 11
EL644.325
EL652.342
6 6A 7A 9 10 11
NOTE:
1. -indicates beams target mark location
1. please confirm if the dim'lsare acceptable in the cloud
3. Please confirm if the detailsare acceptable in the cloud
Tekl
a st
ruct
ures DESCRIPTION
PROJECT NAME
DRAWN BY
DATE DRAWN
JOB No. DRG No.
COASTLINE WELDING13 FISHER CRESCENTOKOTOKS AB T1S 1A9
CANEXUS RAIL CAR LOADOUT EXPANSION
19.03.2013 PROJ-NUM E4
A FOR REVIEW AND APPROVAL 02/APR/2013
REV DESCRIPTION DATE
3580
35
- 20 DIA. BOLTS
A SECTION
2250
2250
2600
30000
6750
ELEVATION ON GRID B
7025
100 42
8342
2300
2200
2782
2500
160
6750
2.Please furnish thedim marked "XX"
EL652.300
GT21 C250X23
GT8 C250X23
GT26 C250X23
GT21 C250X23
GT26 C250X23
PU20 W250X45
B34 W310X74 B37 W310X74
280
531
SG
4R
OD
19
EX
ISTI
NG
W61
0
EL645.350
M8 PL15X80EMBEDDED TYP.
M5 PL15X80EMBEDDED TYP.
M6 L76X76X7.9EL645.175
EL652.200
CL. BEAM
C2
W36
0X14
7
GT3 C250X23
GT3 C250X23
B4 W250X33 B13 W250X33
GT7 C250X23
GT3 C250X23
GT7 C250X23
325
850
2500
1465 1375
1365 1475
SG
4R
OD
19S
G4
RO
D19
SG
4R
OD
19
SG5 ROD19
150 2850
3000
EL652.342B6 W410X54
PU2 W250X45
2200
2300
2780
2600
2910
SG
4R
OD
19
SG
4R
OD
19
SG
4R
OD
19
M10 L76X76X7.9
C5
W36
0X14
7
GT1
5C
250X
23
GT1
1C
250X
23
GT27C250X23
GT21 C250X23
GT44 C250X23
B18 W250X33B21 W250X33
GT26 C250X23
GT21 C250X23
GT26 C250X23
XX
1615
928
2250
2250
SG
4R
OD
19
SG
4R
OD
19
SG
4R
OD
19
SG
4R
OD
19
SG
4R
OD
19
SG8 ROD19
SG
4R
OD
19
SG8 ROD19
850
2600
2300
2200
SG
4R
OD
19S
G4
RO
D19
SG
4R
OD
19
SG8 ROD19
PU4 W250X45
2200
2300
3375 3375
205
205
2600 2600
992
6750
BR5W
T125X22.4
B23 W250X33
GT27C250X23
GT26 C250X23
GT21 C250X23
GT26 C250X23
PU4 W250X45
B31 W310X74
BR9 WT1
25X22
.4
GT59 C250X23
GT58 C250X23
GT59 C250X23
PU22 W250X45
B42 W310X74
2300
2200
2600
SG
4R
OD
19
SG
4R
OD
19
M10 L76X76X7.9
C8
W36
0X14
7
GT21 C250X23
GT44 C250X23BR4 W
T125
X22.4
2600
2200
2300
41°
SG
4R
OD
19S
G4
RO
D19
SG
4R
OD
19
SG8 ROD19
49°49°
SG
4R
OD
19
2250
2250
41°
SG
4R
OD
19
SG
4R
OD
19
SG
4R
OD
19S
G4
RO
D19
SG8 ROD19
SG
4R
OD
19S
G4
RO
D19
SG8 ROD19
2250
2250
4872
2600
1200
1200
2.Please furnish thedim marked "XX"
SG
4R
OD
19
M15 L76X76X7.9
C11
W36
0X14
7
GT58 C250X23
GT25 C250X23
B28 W250X33
GT1
5C
250X
23
GT1
1C
250X
23
850
2300
2200
SG
4R
OD
19S
G4
RO
D19
SG
4R
OD
19
SG8 ROD19
205
XX
690
1344 600 110
928 820
2225
SG
4R
OD
19
850
2200
2300
1200
1200
SG
4R
OD
19S
G4
RO
D19
SG
4R
OD
19
SG8 ROD19
195GL
6750
2955
2955
2250
1314
928
2455
30000
6750
B
-
SG6 ROD19
SG7 ROD19
GT27C250X23
GT1
5C
250X
23
PU8 W250X45
ELEVATION ON GRID A1
2200
2300
1425 1425 2250 2250 2250 225080
17150 2850
3000
942
500
2148
6750
GT12 C250X23
GT12 C250X23
B22 W250X33
GT19 C250X23
GT29 C250X23
GT29 C250X23
PU8 W250X45
B34 W310X74
850
6075
150
SG
4R
OD
19
GT5 C250X23
GT1 C250X23
EXISTINGW610
EL645.350
M8 PL15X80EMBEDDED TYP.
M7 L76X76X7.9
M5 PL15X80EMBEDDED TYP.
GT9 C250X23
EL651.250
EL651.400
EL645.175 CL. BEAM
C3
W36
0X12
2
GT17 C250X23
GT2 C250X23
B3 W250X33
GT17 C250X23
GT17 C250X23
B5 W410X54
GT4
C25
0X23
1375 1475
500
280
380 3000
1475 1375A
-SG
4R
OD
19
SG
6R
OD
19
SG5 ROD19
SG7 ROD19
3000
PU6 W250X45
2300
2200
3000
SG
4R
OD
19
SG
4R
OD
19
SG
4R
OD
19
M9 L76X76X7.9
GT46 C250X23
GT45 C250X23
C6
W36
0X12
2
GT1
1C
250X
23
B24 W250X33
GT49 C250X23
GT47 C250X23
GT47 C250X23
B38 W310X74
GT1
0C
250X
23
GT1
0C
250X
23
GT4
C25
0X23 GT51 C250X23
GT2
2C
250X
23
2250
2250
SG
4R
OD
19
SG
4R
OD
19
SG
6R
OD
19
SG
6R
OD
19
SG7 ROD19
SG9 ROD19
SG7 ROD19
SG9 ROD19
1847.5
2780
3000
1885
DET. A
1948
SG
4R
OD
19
SG6 ROD19
SG9 ROD19
SG7 ROD19
3375 3375
155
2300
2200
2250 2250 2250 2250 2250 2250 2250
2700
195GL
992
1060500TYP. 500 TYP.500
2148
6750
BR7W
T125X22.4
GT12 C250X23
BR3 WT125X
22.4
C9
W36
0X12
2
C12
W36
0X12
2
GT6 C250X23
GT6 C250X23
B22 W250X33
C15
W36
0X12
2
PU8 W250X45
GT49 C250X23
GT29 C250X23
GT29 C250X23
B40 W310X74
BR8 WT12
5X22
.4
GT4
C25
0X23
GT1
0C
250X
23
GT1
0C
250X
23
GT38 C250X23
GT24 C250X23
GT24 C250X23
B42 W310X74
PU17 W250X45
GT4
C25
0X23
GT1
0C
250X
23
45°
2200
2300
2700
SG
4R
OD
19S
G4
RO
D19
SG
4R
OD
19S
G4
RO
D19
SG
4R
OD
19S
G4
RO
D19
M13 L76X76X7.9B29 W250X33
GT4
C25
0X23
GT3
7C
250X
23
GT12 C250X23
850
1947.5
2782
2700
2912
1235
1848
SG9 ROD19
155
45°45°
2250
2700
45°
2250
SG
6R
OD
19
SG9 ROD19
SG7 ROD19
SG
6R
OD
19
SG7 ROD19
SG9 ROD19
850
2250
2250
2700
1200
1200
SG
4R
OD
19
SG
4R
OD
19
M16 L76X76X7.9
2200
2300
SG
4R
OD
19
SG
6R
OD
19
SG7 ROD19
SG9 ROD19
2300
2700 106
2225
GT54 C250X23
2200
1500
900
GT78 C250X23
SG
4R
OD
19S
G6
RO
D19
SG7 ROD19
SG9 ROD19
6750
40
4080
40
40
4080
40
2 - 20 DIA. A325N BOLTS2 - 20 DIA. A325N BOLTS
L76X76X6.4 X 160 L76X76X6.4 X 160
B SECTION
40
2 - 20 DIA. HILTY KWIK BOLTS
L76X76X6.4 X 160
DETAIL A
EL.644.000EL644.325
EL652.342
6 6A 7A 9 10 11
C1 B A1
EL644.325
EL652.050EL652.342
C1 B A1
EL644.325
EL652.050EL652.342
EL648.000
NOTE:
1. -indicates beams target mark location
Tekl
a st
ruct
ures DESCRIPTION
PROJECT NAME
DRAWN BY
DATE DRAWN
JOB No. DRG No.
COASTLINE WELDING13 FISHER CRESCENTOKOTOKS AB T1S 1A9
CANEXUS RAIL CAR LOADOUT EXPANSION
19.03.2013 PROJ-NUM E5
A FOR REVIEW AND APPROVAL 02/APR/2013
REV DESCRIPTION DATE
1500
1450
1550
928
850
1025
1200
168
1264
1900
3000
30000
6750
SG
6R
OD
19
GT27 C250X23
GT2
8C
250X
23
GT18 C250X23
ELEVATION ON GRID C1
8342
450
150
942
6750
DET. A
EL 651.250
PU3 W250X45
GT53 C250X23B15 W310X74 B27 W310X7432
564
75
EL 650.800E
XIS
TIN
GW
610
C1
W36
0X12
2
B14 W310X39
150 2850
3000
EL 651.400
PU1 W250X45
B32 W410X54
2210
M11 L76X76X7.9
EL 646.718TOS
TOC
EL 644.508
GT1
4C
250X
23
GT5
0C
250X
23
GT52 C250X23
GT16 C250X23
GT4
C25
0X23
GT18 C250X23
C4
W36
0X12
2
500
508
PU9 W250X45
2250
2200
2300
155
155
2400
195GL
900
992
500 500
2148 2455 2148 1060
500TYP. 500 TYP.500
6750
GT30 C250X23
M17 L76X76X7.9
GT30 C250X23
GT56 C250X23 GT32 C250X23
GT60 C250X23
GT60 C250X23
PU16 W250X45
GT1
0C
250X
23
B19 W310X74 B42 W310X74
2955
2955
3375 3375
45°
2400
1. Please confirm the dim's are acceptablein the cloud
SG
4R
OD
19
SG
4R
OD
19
GT46 C250X23
M14 L76X76X7.9
GT46 C250X23
B20 W250X33
GT20 C250X23
GT47 C250X23
GT4
2C
250X
23
GT55 C250X23
GT1
0C
250X
23
GT1
0C
250X
23
GT4
C25
0X23
GT51 C250X23
GT3
5C
250X
23
GT13 C250X23
GT57 C250X23
GT4
C25
0X23
GT1
0C
250X
23
BR6WT125X22.4C
7W
360X
122
C10
W36
0X12
2
BR3 WT12
5X22
.4
BR8W
T125X
22.4
1419
1289
2400
M5 PL15X80EMBEDDED TYP.
M12 PL15X80EMBEDDED
1848
1948
SG9 ROD19
SG
4R
OD
19SG6 ROD19
SG9 ROD19
1450
SG
4R
OD
19
1550
2400
1948
1848
765
SG
4R
OD
19
SG6 ROD19
SG9 ROD19
45°
1235
1500 1898 2955 1898
6750
SG10 ROD19SG10 ROD19 SG10 ROD19
PU11 W250X45
2300
2200
2400
1200
GT78 C250X23
SG
4R
OD
19
SG
4R
OD
19
EL 645.350CL BEAM EL 645.175
C13
W36
0X12
2
B22 W250X33
GT1
0C
250X
23
2400
2250
2250
SG
4R
OD
19
SG
4R
OD
19
SG9 ROD19
SG
6R
OD
19
SG
6R
OD
19
SG9 ROD19
260
2225
850
1200
1500
2250 2250
SG10 ROD19 SG10 ROD19
GT1
C25
0X23
EX
ISTI
NG
W61
0
B32 W410X54
W200X22
EX
ISTI
NG
W61
0
EX
ISTI
NG
W61
0
TOS EL+651400 TOS EL+651400
72466846
979 979 979 1036 1036 1036 1036 1036
355355
14440
7020 7420
ELEVATION ON GRID 6
8017
7075
942 2°
972 979 979 979
M1 L102X76X6.4
B1 W310X74
7075
2°1036 1030
GT5
C25
0X23
TOS EL+652300
B6 W410X54
M2 L102X76X6.4
B2 W310X74
B5 W410X54
W200X22
2. Please confirm if the W200 X22 isacceptable in the cloud?
EXISTINGW610
W200X22
DETAIL A
6846979
14440
7020 7420
ELEVATION ON GRID 6A
8017
972
1980
400 1380
2800
C310X37
B30 W610X101
B9 W200X22
P1
W20
0X31
B8 W310X39
305
3675
C1
W36
0X12
2
1250
292
2°
979 979 979 979 979
7708
7246
1036
B12 W610X101
E6DET. A
C2
W36
0X14
7
2°
1036 1036 1036
260 GL.
355 355
4. Please confirm if the dim isacceptable in the cloud?
C3
W36
0X12
2
1036 1036 1030
TOS EL+652033
C1 B A1
EL.644.000EL644.325
EL645.350
EL652.342EL652.050
C1 B A1
EL644.325
EL652.342
EL648.000
EL652.050
C1 B A1
EL644.325
EL652.342
EL648.000
EL650.800
EL652.050
C1 B A1
EL644.325
EL652.342
EL648.000
EL650.800
EL652.050
NOTE:
1. -indicates beams target mark location
3. Please confirm the dim's are acceptablein the cloud
Tekl
a st
ruct
ures DESCRIPTION
PROJECT NAME
DRAWN BY
DATE DRAWN
JOB No. DRG No.
COASTLINE WELDING13 FISHER CRESCENTOKOTOKS AB T1S 1A9
CANEXUS RAIL CAR LOADOUT EXPANSION
19.03.2013 PROJ-NUM E6
A FOR REVIEW AND APPROVAL 02/APR/2013
REV DESCRIPTION DATE
6846 7246
972 979 979 979 979 979 1036 1036 1036 1036 1030
260GL
260GL
1220
1285
4880
355355
14440
7020 7420
292
M19 L76X76X7.9
M5 PL15X80EMBEDDED TYP.
GT67 C250X23
GT67 C250X23
GT67 C250X23
GT67C250X23
GT4
1C
310X
31
B25 W610X101
W250X33
ELEVATION ON GRID 11
8342
928 170
1200
7725
M21L76X76X7.9
GT75 C250X23
GT31 C250X23
GT31 C250X23
GT31 C250X23
GT64 C250X23
GT72 C250X23
GT33 C310X31
GT6
1C
310X
31
C13
W36
0X12
2
118 382
482
1025
1200
325
GT6
3C
250X
23
GT27C250X23
1200
1200
1230
670
GT78 C250X23
2185
1220
950
830
GT3
6C
250X
23
GT39C250X23
GT6
5C
250X
23
GT7
3C
250X
23
GT4
8C
250X
23
GT7
1C
250X
23
GT7
1C
250X
23
1220
1285
1050
1220
2°
950
GT3
4C
250X
23
979
7708
2°
1220 1220
2185
1200
950 1285
4880
GT7
3C
250X
23
GT40 C250X23
GT7
1C
250X
23
C15
W36
0X12
2
C14
W36
0X12
2
W250X33 W250X33
430 430
300 300
560 560
M18 PL15X80EMBEDDED TYP.
GT40 C250X23
GT6
2C
310X
31
1220 1220
1285
GT40 C250X23
GT40C250X23
GT39C250X23
GT6
5C
250X
23
GT3
6C
250X
23
GT3
4C
250X
23
GT7
1C
250X
23
GT4
8C
250X
23
GT66 C250X23
GT72 C250X23
GT33 C310X31
B12 W610X101
950
598
1025
928 728
GT54 C250X23
GT74C250X23
M20L76X76X7.9
GT27C250X23
GT77 C250X23
GT6
9C
310X
31
GT76C250X23
324
468 1200
830
1200
GT78 C250X23
GT43 C250X23
GT43 C250X23
GT43 C250X23
TOS EL+652033
1050
1200
1230
653
1036 1036
6846979
355355
14440
7020 7420
ELEVATION ON GRID 10
8017
979
1980
1380400
4050
GT46 C250X23
C310X37
P4
W20
0X31
B33 W610X101
B8 W310X39
305
3675
C10
W36
0X12
2
972
292
2°
979 979 979 979
7708
7246
2°
1036
C11
W36
0X14
7
1036 1036 1036
B41 W610X101
C12
W36
0X12
2
1036 1036 1030
TOS EL+652033
6846979
355355
14440
7020 7420
ELEVATION ON GRID 9
8017
979
400 1380
1980
2800
B11 W610X101
B9 W200X22
P5
W20
0X31
C310X37
B8 W310X39
305
3675
C7
W36
0X12
2
972
1250
292
2°
979 979 979 979
7708
7246
2°1036
C8
W36
0X14
7
1036 1036 1036
B39 W610X101
DET. A
C9
W36
0X12
2
1036 1036 1030
TOS EL+652033
6846979
355 355
14440
7020 7420
ELEVATION ON GRID 7A
8017
979
400 1380
1980
2800
B35 W610X101
B8 W310X39
B9 W200X22
305
3675
C4
W36
0X12
2
97212
5029
2
2°
979 979 979 979
7708
7246
1036
C6
W36
0X12
2
C5
W36
0X14
7
2°
1036 1036 1036
B36 W610X101
1036 1036 1030
TOS EL+652033
76
XX
2.Please confirm ifit is acceptable?
1.Please furnish thedim marked "XX"
CL OF L76
6TYP.
6TYP.
M8 PL15X80 X 200EMBEDDED C/W 19 DIA. X 150 STUD
M5 PL15X80 X 200EMBEDDED
DETAIL A
C1
10 11
10
EL.644.000
EL644.325
EL648.000
Tekl
a st
ruct
ures DESCRIPTION
PROJECT NAME
DRAWN BY
DATE DRAWN
JOB No. DRG No.
COASTLINE WELDING13 FISHER CRESCENTOKOTOKS AB T1S 1A9
CANEXUS RAIL CAR LOADOUT EXPANSION
19.03.2013 PROJ-NUM E7
A FOR REVIEW AND APPROVAL 02/APR/2013
REV DESCRIPTION DATE
5650
915
A-
W200X42C250X37 C250X37
L76X76X7.9
STAIR PALN
135 2300
HR10 PIPE38STD
B10 C310X37
L76X
76X7
.9
ST1 C310X37
HR9 PIPE38STD
L76X
76X7
.9
L76X
76X7
.9
L76X76X7.9
1100
540
915
2300
HR12 PIPE38STD
HR11 PIPE38STD
L76X
76X7
.9
L76X
76X7
.9
L76X76X7.9
4000
5650 300
230010 RUNS @230
915 230010 RUNS @230
2895
2016
11 E
QU
AL R
ISER
S20
1611
EQ
UAL
RIS
ERS
323
TYP.
A SECTION-
ST1 C310X37
13532
HR9 PIPE38STD
2703
C16
W20
0X27
HR11 PIPE38STD32
5
7525G
RO
UT
DET. A
25G
RO
UT
Please confirm if the size of allhandrails are acceptable in the cloud
M20 HILTYKWIK BOLT
PIPE38STD
DETAIL A
ALL HOLES ARE 22mmUNO.
Tekl
a st
ruct
ures
ONE - PLATFORM - B10
1092 647845 197420148
BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
B10 1
B10 1 C310X37 6827 253 300W
SQ-2PLATFORM
p24 1 C310X37 1380 51 300W
p26 4 C310X37 1380 205 300W
p50 1 L64X64X6.4 2457 15 300W
p51 1 L64X64X6.4 1909 11 300W
p52 1 L64X64X6.4 1582 10 300W
p111 1 W200X22 1380 31 350W
p152 11 PL10X64 291 15 300W
p260 1 C310X37 6827 253 300W
p265 1 L64X64X6.4 665 4 300W
p266 1 L64X64X6.4 1571 9 300W
p270 1 L64X64X6.4 1265 8 300W
p366 1 C310X37 1380 51 300W
p373 1 L102X102X9.5 241 3 300W
p380 1 L76X64X9.5 241 2 300W
TOTAL WEIGHT THIS DRAWING 921
A FOR REVIEW AND APPROVAL 02/APR/2013
REV
03/25/2013 PROJ-NUM B10
4010RD
C310X37 x 6827
D
D
C
C
B
B
p266 (F/S)p52 (F/S)p270 (F/S)p265 (F/S)p51 (F/S)p50 (F/S)
B10 C310X37
p260 (F/S)
p152 (F/S)
p152
p152 (F/S)p152 (F/S)p152 (F/S)p152
EL6
4800
0
206
TYP.
A
A
113
808011
3
4990
p373 (F/S)
p380 (F/S)
B
B
B
B
47983745
6710
3560
67103558
3618
3502
p152
p260
p152
p111
p152
p152
p152
p152
p24
B10 C310X37
p270
p265
p51
p50
p52
p266
p366
1971RD 22671045 2395
48°
36°
4513
8045
40
2125
40 558 2058
46
6TYP.
p26
p152
p152
517
505
5075 66144060 5183 6483
5030
63°
63°
49°
80
1288
92
4940 5845 6750
805058 6558
5910
5781
4513
8045
p373
p380
6 3 SIDES
6 3 SIDES
66
p26
6TYP.
p26
p26
p152
p152p152
1380
TYP.66
3 SIDES
p152
p260B10 C310X37
p26
0
6TYP.
66
TYP.
B - B
1380
0
6TYP.
66
TYP.
p260B10 C310X37
p152
p111
C - C
8080
8080
70 69
30 60 1015 225 50
8011
2
8011
3
p373p380
p24
p260B10 C310X37
p152
D - D
8080
8080
70 69
50 1280 50
B10 C310X37p260
p366
A - A
ALL HOLES ARE 22mmUNO.
Tekl
a st
ruct
ures
ONE - CHANNEL - B26
1107 647844 22985590
BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
B26 1
B26 1 C310X37 8033 298 300W
SQ-2CHANNEL
p23 1 W310X39 1380 54 350W
p26 5 C310X37 1380 256 300W
p27 1 C310X37 1152 43 300W
p44 1 L64X64X6.4 1750 11 300W
p45 1 L64X64X6.4 1802 11 300W
p46 1 L64X64X6.4 1264 8 300W
p47 1 L64X64X6.4 360 2 300W
p48 1 L64X64X6.4 2058 12 300W
p111 1 W200X22 1380 31 350W
p152 13 PL10X64 291 18 300W
p259 1 C310X37 8033 298 300W
p263 1 L64X64X6.4 1802 11 300W
p267 1 L64X64X6.4 665 4 300W
p268 1 L64X64X6.4 1394 8 300W
p329 2 PL10X76 291 3 300W
p373 2 L102X102X9.5 241 7 300W
TOTAL WEIGHT THIS DRAWING 1073
A FOR REVIEW AND APPROVAL 02/APR/2013
REV
03/25/2013 PROJ-NUM B26
7993
4772
7950
C310X37 x 8033
B
B
p23 (F/S)
p329 (B/S)
A
AB26 C310X37 p27 (F/S)
p259 (F/S)
p152 p152
801243
EL6
4800
0
8011
3
3793RD
83
206
TYP.
B
B
B
B
8080
70
8011
3
D
Dp373 (F/S)
p373 (F/S)
B
B
C
C
B
B
5548
55417993
5081
48414723
6378
6431
6316
5027
p329
p263
p44
p45
p268
p46
p48
p471243 80
221RD 2422 2703
341 1841 3341
38°
38°
36°
4513
8045
83 1283 2563 3843
1342 3901
1222 3783
132
1107
142
315
750
315
40
40
289 1389 2489 3589
18
18
p26
6TYP.
B26 C310X37
p23
p152p152p152
p259
3- p152
p26
p26
p329
p152
973
961
5050
5361 7886
6341 7841
35°46°
41°
5223
4513
8045
1120
260
6377 7727
0
0
66
6 3 SIDES
6 3 SIDES
p373
p373
66
TYP.
p152p152p152
p152
p152
p152
p267
p27
p26
p111
p26
153
153
435 509 435
18 18
p259B26 C310X37
p329p329
A - A
1380
TYP.66
3 SIDES
0
6TYP.
66
TYP.
B26 C310X37
p152
p259
p26
B - B
1120 260
1380
66
TYP.
0
6TYP.B26 C310X37
p259p27
p111
C - C
50
8080
70
8080
70
50
1380
p259
p373
B26 C310X37
p373
D - D
ALL HOLES ARE 22mmUNO.
Tekl
a st
ruct
ures
ONE - CHANNEL - B7
1059 647843 209112984
BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
B7 1
B7 1 C310X37 6750 250 300W
SQ-2CHANNEL
p26 4 C310X37 1380 205 300W
p28 3 C310X37 1340 149 300W
p49 3 L64X64X6.4 1212 22 300W
p152 9 PL10X64 291 12 300W
p262 1 C310X37 6750 250 300W
p264 2 L64X64X6.4 1849 22 300W
p269 2 L64X64X6.4 678 8 300W
p366 1 C310X37 1380 51 300W
p373 2 L102X102X9.5 241 7 300W
p377 1 L64X64X6.4 665 4 300W
TOTAL WEIGHT THIS DRAWING 980
A FOR REVIEW AND APPROVAL 02/APR/2013
REV
03/25/2013 PROJ-NUM B7
C310X37 x 6750
40RD
6710B
B
TYP. 6 3 SIDES
p373 (F/S)p373 (F/S)
A
A
A
A
A
A
A
AB7 C310X37
EL6
4769
5 206
TYP.
8080
70
3591
3583
4050
3991
50°
4308
6710
6710
4109
3745
p28 p28 p28
p152
p152 p152 p152
B7 C310X37
p49
p377
p49
p269
p264
p269
p49
p264p3
66
p26
1291
141 1350 25592700
2841
1291 2700
1470
4513
8045
40°40°
1308 2808
490
890
490
890
40
40
1409
1045RD 2395
6TYP.
p152 p152
p152
p26
p26
p152
p262
6291
6283
52595400
5541
6683
5050
50°
40°
5808
490
890
4513
8045
5095 6445
0
0
TYP.
66
TYP. p373
p373
p152
p26
p152
0
6TYP.
66
TYP.
TYP.66
3 SIDES
p262B7 C310X37
p26
A - A
490 890
5050
8080
70
8080
70
1380
B7 C310X37
p373 p28 p373
p262
B - B
ALL HOLES ARE 22mm UNO.
Tekl
a st
ruct
ures
ONE - BRACE - BR15
10581 652054 54919741
BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
BR15 1
BR15 1 WT125X22.4 9412 211 350W
SQ-2BRACE
p323 1 PL10X282 567 9 300W
p327 1 PL10X380 573 12 300W
p343 1 HSS152X102X4.8 188 3 350W
p345 1 PL18X148 200 4 300W
p357 4 FL6X102 152 3 300W
p395 1 PL18X148 200 4 300W
p398 1 HSS152X102X4.8 188 3 350W
4 3/4"Ø A325N BOLT 2 1/4" 0 Workshop
TOTAL WEIGHT THIS DRAWING 251
A FOR REVIEW AND APPROVAL 02/APR/2013
REV
03/25/2013 PROJ-NUM BR15
2853RD 3053 7053 7253
61886
102
18
120
1810
2
120
6 188 6
40 9332
9834 (WT125X22.4 x 9412)
(-303)
p357wire to ship
60
TYP.
p357wire to ship
p398wire to ship
p395wire to ship
p323p357wire to ship
p343wire to ship
p357wire to ship
p345wire to shipp327
GA 80wire to ship BR15 WT125X22.4
4672
9439
9332
7171 9292 80
4643 7135
4040
147
155
85°
85°
4040
4040
80
80
80
80
BR15 WT125X22.4
p357p357
p357p345
p343
p323
p327
p398
p395
2935
42°
213
217
107
8
40RD
80 2970
143
151
4040
80
ALL HOLES ARE 22mmUNO.
Tekl
a st
ruct
ures
ONE - COLUMN - C1
1 648179 22563002
BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
C1 1
C1 1 W360X122 7795 948 350W
SQ-2COLUMN
p13 1 PL32X375 550 52 300W
p105 4 PL12X122 317 14 300W
p153 1 L76X76X9.5 428 5 300W
p154 1 L76X76X9.5 428 5 300W
p405 1 PL10X382 558 11 300W
TOTAL WEIGHT THIS DRAWING 1035
GRID LOCATION BOTTOM ELEVATION
6A/C1 +644.325
A FOR REVIEW AND APPROVAL 02/APR/2013
REV
03/22/2013 PROJ-NUM C1
EL652152
7795
7686
7700
7566
80 80 80 80
7827 (W360X122 x 7795)
7580
7098 7690
6368RD 6978
MIDPOINT OF HOLESIS 6MM FROM FACE OF FLANGE
SQ. CUT SQ. CUT
66
TYP. 3 SIDES
C
C
B
B
A
A p405 (F/S)
p153 (F/S)p154 (N/S)
p105 (B/S)
p13
C1 W360X122 North
p105 (B/S)
EL644325
32
6
45 44
225
4040
4040
6060
2°
2°8080
11576371153263RD 6380 7047
7070
7070
7070
160 80
7098 7690
31C1 W360X122
p13
p405 p153
p154
p105
p105p105
p105
120
111
111
120
50 5555
50
37
p13
8
NORTH
A - A
45
282
45
209
100
80
80
328270
272
215
50
66
p405
B - B
3248
3248
168 168
TYP.0
ANGLE
6TYP.
p105p105
p154p153
C - C
ALL HOLES ARE 22mmUNO.
Tekl
a st
ruct
ures
ONE - COLUMN - C10
-4 648188 234923251
BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
C10 1
C10 1 W360X122 7795 948 350W
SQ-2COLUMN
p13 1 PL32X375 550 52 300W
p105 4 PL12X122 317 14 300W
p142 1 PL10X250 275 4 300W
p153 1 L76X76X9.5 428 5 300W
p154 1 L76X76X9.5 428 5 300W
p160 1 L76X76X6.4 150 1 300W
p315 5 L102X76X9.5 344 22 300W
p328 1 PL10X382 558 11 300W
p354 10 L102X102X9.5 118 17 300W
TOTAL WEIGHT THIS DRAWING 1079
GRID LOCATION BOTTOM ELEVATION
10/C1 +644.325
A FOR REVIEW AND APPROVAL 02/APR/2013
REV
03/26/2013 PROJ-NUM C10
4587
EL652152
7098
7580
7795
6538RD
7566
7827 (W360X122 x 7795)
7700
7685
p354 (B/S)
SQ. CUT SQ. CUT
88
TYP.
E
E
D
D
A
A
p105 (B/S)
p105 (B/S)
p142
C10 W360X122 North
p13
p153 (F/S)
p154 (N/S)
p328 (F/S)
815 2187 3387
EL644325
32
B
B
p160 (F/S)C
C
C
C
6TYP. p354 (B/S)p354 (B/S)
p315p315
44
6
6087 6987
80
80808080
45
225
4040
2°
2°
135
7690
6060
4040
6818
MIDPOINT OF HOLESIS 6MM FROM FACE OF FLANGE
C
C
C
C
C
C
p354 (B/S)p354 (B/S)
p315 p315p315
7047
7098
p142
p105
p328p105
p105
p13 p105
C10 W360X122
p154
p153
3263RD
215
22210
9
77
134
190
45°
80
80
165
160
7070
6 p160
p354
p354p315
p315
p354
p354
7070
115 7637 115
7690
31
p315p354
p354
p354
p354
p315
p354p315
p354
50 5555
50
120
111
111
120
37
(CTRD)
8
NORTH
p142 p13
A - A
45
80
80
208
45
282
100
328
270
272
215
50
66
p328
D - D
169169
0
ANGLE
6TYP.
TYP.
p105p105
p153
p154
E - E80 57 57 80
5050
56 57
3021
1
91 91
p315
p354p354
C - C
4047
8036
p160
B - B
ALL HOLES ARE 22mm UNO.
Tekl
a st
ruct
ures
ONE - COLUMN - C11
7024 648327 292623250
BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
C11 1
C11 1 W360X147 8070 1191 350W
SQ-2COLUMN
p14 1 PL32X450 550 62 300W
p106 3 PL15X179 317 20 300W
p144 1 PL10X271 274 5 300W
p160 1 L76X76X6.4 150 1 300W
p315 5 L102X76X9.5 343 22 300W
p324 1 PL10X396 573 13 300W
p327 1 PL10X380 573 12 300W
p354 10 L102X102X9.5 118 17 300W
TOTAL WEIGHT THIS DRAWING 1343
GRID LOCATION BOTTOM ELEVATION
10/B +644.325
A FOR REVIEW AND APPROVAL 02/APR/2013
REV
03/27/2013 PROJ-NUM C11
7608
4587
EL652427
7858
7872
7858
7328
79618102 (W360X147 x 8070)
8070
SQ. CUT SQ. CUT
p144 (N/S)
D
D
p106 (F/S)
p106 (B/S)
88
TYP. 3 SIDES
A
A
C11 W360X147 North
p14
p324 (F/S)
p327 (N/S)815RD
2187 3387
EL644325
32
B
Bp160 (F/S)
C
C6TYP.
C
C
p354 (B/S)p354 (B/S)p315p315
59 60
240
59
80 80
8080
5787 6987 7872
240
60
2°
2°
4040
6060
C
C
C
C
C
Cp354 (B/S) p354 (B/S) p354 (B/S)
p315 p315 p315
7322RD
7373
7961
(CTRD)
66 p327
p324
p144p106
p106p106
p14 C11 W360X147
215
49°
211
159
151
99
22110
8
8080
168
161
p160
p315p354
p354 p354
p354 p315
115 7912 115
7070
7961
31
p354
p354 p315 p354 p315
p354
p315p354
p354
120
110
110
120
50 100 100 50
37
(CTRD)p144
8
NORTH
p14
A - A
80
80
80
80
208
44
239
59
116
59
116
342
286
284
228
50
326
272
267213
50
p324
p327
66
TYP.
D - D
80 56 57 80
56 56
5050
3021
1
91 91
p315
p354 p354
C - C
4640 36
80
p160
B - B
ALL HOLES ARE 22mmUNO.
Tekl
a st
ruct
ures
ONE - COLUMN - C12
14444 648179 234323248
BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
C12 1
C12 1 W360X122 7778 946 350W
SQ-2COLUMN
p13 1 PL32X375 550 52 300W
p105 4 PL12X122 317 14 300W
p142 1 PL10X250 275 4 300W
p153 1 L76X76X9.5 428 5 300W
p154 1 L76X76X9.5 428 5 300W
p160 1 L76X76X6.4 150 1 300W
p315 5 L102X76X9.5 344 22 300W
p326 1 PL10X368 558 11 300W
p354 10 L102X102X9.5 118 17 300W
TOTAL WEIGHT THIS DRAWING 1077
GRID LOCATION BOTTOM ELEVATION
10/A1 +644.325
A FOR REVIEW AND APPROVAL 02/APR/2013
REV
03/27/2013 PROJ-NUM C12
4587
EL652135
7778
7549
7563
6378
7030
7683
7810 (W360X122 x 7778)
7668
p354 (B/S)
p315
SQ. CUT SQ. CUT
E
E
D
D
p105 (B/S)
p326 (N/S)
p105 (B/S)
88
TYP. 3 SIDES
A
A
p142 (N/S)
C12 W360X122 North
p13
p153 (N/S)p154 (F/S)815RD
2187 3387
EL644325
32
B
Bp160 (F/S)
C
C
C
C6
TYP.
p354 (B/S) p354 (B/S)
p315 p315
640
40
6087 6987
80
80808080
1157620115
4622
7
45
2°2°
135
4040
120
6060
MIDPOINT OF HOLESIS 6MM FROM FACE OF FLANGE
C
C
C
C
C
Cp354 (B/S) p354 (B/S)
p315 p315
7081
7081RD
C12 W360X122
66
(CTRD)p326
p142
p13
p153
p154 p105p105
p105
p10521
5
190
134
77
22210
9
45°
80
80
165
p160
p315
p354
p354
p354
p354
p315
7673
7070
7673
31
p315
p354
p354
p315p354
p354p354
p354
p315
50 5555
50
120
111
111
120
37
(CTRD)
8
NORTH
p142
p13
A - A
4680
80
225
101
314
255
260
201
50
p326
66
D - D
169 168
0
TYP.
6TYP.
p105 p105
p154p153
E - E
30
211
9191
80 57 57 80
5050
57 56
p315
p354 p354
C - C
4740 36
80
p160
B - B
ALL HOLES ARE 22mm UNO.
Tekl
a st
ruct
ures
ONE - COLUMN - C13
-2 648194 235330000
BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
C13 1
C13 1 W360X122 7795 948 350W
SQ-2COLUMN
p13 1 PL32X375 550 52 300W
p105 4 PL12X122 317 14 300W
p154 1 L76X76X9.5 428 5 300W
p159 5 L76X76X6.4 160 6 300W
p160 1 L76X76X6.4 150 1 300W
p315 5 L102X76X9.5 344 22 300W
p328 1 PL10X382 558 11 300W
p354 5 L102X102X9.5 118 9 300W
p371 5 L102X76X6.4 320 14 300W
TOTAL WEIGHT THIS DRAWING 1081
GRID LOCATION BOTTOM ELEVATION
11/C1 +644.325
A FOR REVIEW AND APPROVAL 02/APR/2013
REV
03/26/2013 PROJ-NUM C13
4587
6658
4587
EL652152
7580
7566
7700
7098
7795
7827 (W360X122 x 7795)
7686RD
p354 (N/S)
SQ. CUT SQ. CUT
6TYP.
C
C
C
C
C
Cp159
p159 p159p159
p105 (B/S)
p105 (B/S)
8TYP.
E
E
D
D
A
A
C13 W360X122 North
p13
p154 (N/S)
p328 (N/S)
815
2187 3387
2187 3387
EL644325
32
B
B
p160 (N/S)
C
Cp371 (F/S)
p315
p354 (N/S)
p371 (F/S)
p315
p354 (N/S)
6787
80 80
6087 6987
45 44
225
4040
8013
5
2.4°
2°
7690
6060
MIDPOINT OF HOLESIS 6MM FROM FACE OF FLANGE
C
C
p159p371 (F/S)
p315
p354 (N/S)p371 (F/S)
p315
p354 (N/S)
p371 (F/S)
p315
5787
6
4593
7047RD
7098
p105
p328
p105
p105
p13 p105
C13 W360X122
p154
2193 3393
p160
p159
p354p315
p371
p159
p354
p315
p371
7070
5793 6993
1157637115
7690
31p159p159
p371
p315
p354
p159
p371p315
p354
p371
p315
p354
50 5555
50
120
111
111
120
37
8
NORTH
p13
A - A
45
80
80
100
270
272
328
215
50
66
p328
D - D
168
0
ANGLE
6TYP.
p105
p105
p154
E - E
56
50
80 57 57 80
195
40
211
221
3091
28 80
66
p315
p354
p159
p371
C - C
4640
8036
p160
B - B
ALL HOLES ARE 22mm UNO.
Tekl
a st
ruct
ures
ONE - COLUMN - C14
7021 648258 246230001
BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
C14 1
C14 1 W360X122 8070 982 350W
SQ-2COLUMN
p13 1 PL32X375 550 52 300W
p64 2 W250X33 361 24 350W
p107 4 PL15X122 317 18 300W
p159 10 L76X76X6.4 160 12 300W
p160 1 L76X76X6.4 150 1 300W
p305 5 L102X76X9.5 156 10 300W
p325 1 PL10X396 573 12 300W
p354 5 L102X102X9.5 118 9 300W
p371 5 L102X76X6.4 320 14 300W
TOTAL WEIGHT THIS DRAWING 1132
GRID LOCATION BOTTOM ELEVATION
11/B +644.325
A FOR REVIEW AND APPROVAL 02/APR/2013
REV
03/27/2013 PROJ-NUM C14
4587
7017
4587
EL652427
7608
7872
7858
8102 (W360X122 x 8070)
8070
C
C
C
C
C
C
C
C
B
B
p64
p64
88
TYP. 3 SIDESA
A
C14 W360X122 North
p13
p325 (N/S)
543
543
815
2187 3387
2187 3387
EL644325
821RD
361
361
32
p160 (N/S)
6 TYP.
C
C p159
p354 (N/S)
p305 (N/S)
p371 (F/S)
p159
p354 (N/S)
p305 (N/S)
p371 (F/S)
SQ. CUT
5787 7017
5787 6987
5724
058
8080 2°
6060
31
31p354 (N/S)
p305 (N/S)
p371 (F/S)
p354 (N/S)
p305 (N/S)
p371 (F/S)
p354 (N/S)
p305 (N/S)
p371 (F/S)
SQ. CUT
p107 (B/S)
p107 (B/S)
D
D
4593 7322RD
7373
7373
p159 (B/S)p159 (B/S)p159 (B/S)
p64 (B/S)
p325
p107 p107
p107 p107
p13 C14 W360X122
2193 3393
p160
p159 (B/S)
p354
p305
p371
p305
p371
p159
p354
5793 7023 115 7912 115
7070
7961
7961
31
p371
p305
p354
p371
p305p354p354
p305
p371
50 5555
50
120
111
111
120
37
8
NORTH
p13
A - A
53
53
40
46
3680
331
513
513
331
70
40
70
403030
361
361
36 80
36 80
p160
p64
p64
66
TYP.
B - B
195
4022
222
1
28 80
91
4030
211
80 5728
80
5056
p371
p159
p354
p159
p305
66
TYP.
C - C
80
80
57 115
342
286
284228
50
p325
66
TYP.
D - D
ALL HOLES ARE 22mm UNO.
Tekl
a st
ruct
ures
ONE - COLUMN - C15
14437 648100 236230003
BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
C15 1
C15 1 W360X122 7778 946 350W
SQ-2COLUMN
p13 1 PL32X375 550 52 300W
p63 1 W250X33 530 17 350W
p105 4 PL12X122 317 14 300W
p153 1 L76X76X9.5 428 5 300W
p159 6 L76X76X6.4 160 7 300W
p160 1 L76X76X6.4 150 1 300W
p315 5 L102X76X9.5 344 22 300W
p354 5 L102X102X9.5 118 9 300W
p371 5 L102X76X6.4 320 14 300W
TOTAL WEIGHT THIS DRAWING 1087
GRID LOCATION BOTTOM ELEVATION
11/A1 +644.325
A FOR REVIEW AND APPROVAL 02/APR/2013
REV
03/27/2013 PROJ-NUM C15
4587
4587
EL652135
7683
7778
7668
7810 (W360X122 x 7778)
p371 (F/S)
p354 (N/S)
SQ. CUT SQ. CUT
C
C
C
C
C
C
D
D
C
C
B
B
p105 (B/S)
p105 (B/S)
p159
p63
p1596
TYP.8
TYP.
A
A
C15 W360X122 North
p13
p153 (N/S)
p159p159
712
530
815
993RD 2187 3387
2187 3387
EL644325
32
821
p160 (N/S)
p159
p354 (N/S)
p315
p371 (F/S)
p354 (N/S)
p315
p371 (F/S)
6
5787 6787 7030 115 7620 115
80806658
135
80
4040
6087 6987
2°
6060
31
MIDPOINT OF HOLESIS 6MM FROM FACE OF FLANGE
C
C
p159
p315
p354 (N/S)
p315p371 (F/S)
p354 (N/S)p315p371 (F/S)
4593
7081RD
p63p159
p159
p13
p153
p159p159p105p105
p105p105
2193 3393
2880
p160
p159
p315
p371
p354 p354
p315
p371
C15 W360X122
5793 6993
7070
7673
31p159
p371
p354
p315
p371
p354
p315
p371
p315p354
50 5555
50
120
111
111
120
37
8
NORTH
p13
A - A53
36 80
712
474036
80
530
30
25 35
60
60
p160
66
p63
B - B
195
80 57 57 80
5056
91
30
222
211
40
28 80
p354
p315 p371
66
TYP.
p159
C - C
168
0
6
p105p105
p153
D - D
ALL HOLES ARE 22mm UNO.
Tekl
a st
ruct
ures
ONE - COLUMN - C2
7023 648320 29063002
BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
C2 1
C2 1 W360X147 8070 1191 350W
SQ-2COLUMN
p14 1 PL32X450 550 62 300W
p106 4 PL15X179 317 27 300W
p160 2 L76X76X6.4 150 2 300W
p315 5 L102X76X9.5 343 22 300W
p324 1 PL10X396 573 13 300W
p354 10 L102X102X9.5 118 17 300W
TOTAL WEIGHT THIS DRAWING 1333
GRID LOCATION BOTTOM ELEVATION
6A/B +644.325
A FOR REVIEW AND APPROVAL 02/APR/2013
REV
03/22/2013 PROJ-NUM C2
4587
EL652427
8070
7858
7872
8102 (W360X147 x 8070)
7373
7608
SQ. CUT SQ. CUT
D
D
8 TYP.
A
A
p14
p106 (B/S)
p324 (F/S)
C2 W360X147 Northp106 (B/S)
2187 3387
815RD
EL644325
32
B
Bp160 (B/S) 6
TYP.
C
C
C
Cp354 (B/S)p354 (B/S)
p315p315
59
5787 6987
240
60
8080 2°
6060
7961
70 31
31
C
C
C
C
C
C
p354 (B/S) p354 (B/S) p354 (B/S)
p315p315p315
7322RD
7373
7373
C2 W360X147p14
p324 p106
p106
p106
p106
p160
p160
p354
p354 p315
p354
p354p315
7070
115 7912 115
7961
7961
31
p354 p315
p354
p315p354
p354
p354 p315
p354
120
110
110
120
50 100 100 50
37
8
NORTH
p14
A - A
59 80
80
118
342
284
286
22850
66
p324
D - D
5050
56 56
30
211
80 56 57 80
91 91
p315
p354p354
C - C
404046 46
3680
3680
p160p160
B - B
ALL HOLES ARE 22mmUNO.
Tekl
a st
ruct
ures
ONE - COLUMN - C3
14445 648142 23053000
BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
C3 1
C3 1 W360X122 7778 946 350W
SQ-2COLUMN
p13 1 PL32X375 550 52 300W
p105 4 PL12X122 317 14 300W
p153 1 L76X76X9.5 428 5 300W
p154 1 L76X76X9.5 428 5 300W
p160 2 L76X76X6.4 150 2 300W
p315 4 L102X76X9.5 344 17 300W
p330 1 L102X76X9.5 344 4 300W
p354 8 L102X102X9.5 118 14 300W
TOTAL WEIGHT THIS DRAWING 1059
GRID LOCATION BOTTOM ELEVATION
6A/A1 +644.325
A FOR REVIEW AND APPROVAL 02/APR/2013
REV
03/22/2013 PROJ-NUM C3
4587
EL652135
7683
7669
7778
7810 (W360X122 x 7778)
6987
7030
6658p354 (B/S)
SQ. CUT
SQ. CUT
22?
p105 (B/S)
p105 (B/S)
8TYP. E
E
D
D
A
A
p13
p330 p154 (F/S)
p153 (N/S)
C3 W360X122 North
815RD 2187 3387
EL644325
32
B
Bp160 (B/S) 6
TYP.
C
C
C
C
p354 (B/S)p354 (B/S)
p315p315
6
4040
6087
135
80
1157620115
2°
6060
80 80 80 80
MIDPOINT OF HOLESIS 6MM FROM FACE OF FLANGE
C
C
C
C
p354 (B/S)
p315p315
7081RD
p13
p105
p105p105
p105p330
p153
p154
p160
p160
p315p354
p354
p315p354
p354
C3 W360X122
7070
7673
31
p315
p354
p354
p354
p354
p315
120
111
111
120
50 5555
50
37
8
NORTH
p13
A - A
30
212
80 57 57 80
p105 p105
p330
D - D
169 168
p105 p105
TYP.0
ANGLE
6TYP.
p154p153
E - E
80 57 57 80
5050
57 56
30
211
91 91
p354 p354
p315
C - C
3680
3680
40 40
47 47
p160p160
B - B
ALL HOLES ARE 22mmUNO.
Tekl
a st
ruct
ures
ONE - COLUMN - C4
1 648179 22569748
BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
C4 1
C4 1 W360X122 7795 948 350W
SQ-2COLUMN
p13 1 PL32X375 550 52 300W
p105 4 PL12X122 317 14 300W
p153 1 L76X76X9.5 428 5 300W
p154 1 L76X76X9.5 428 5 300W
p328 1 PL10X382 558 11 300W
TOTAL WEIGHT THIS DRAWING 1035
GRID LOCATION BOTTOM ELEVATION
7A/C1 +644.325
A FOR REVIEW AND APPROVAL 02/APR/2013
REV
03/26/2013 PROJ-NUM C4
EL652152
7580
80
7566
32 7795
6368RD 6818
76907098
135
7827 (W360X122 x 7795)
7700
7685
MIDPOINT OF HOLESIS 6MM FROM FACE OF FLANGE
SQ. CUT SQ. CUT
p105 (B/S)
p105 (B/S)8
TYP.
C
C
B
B
A
A
C4 W360X122 North
p13
p153 (F/S)p154 (N/S)
p328 (N/S)
EL644325
45
6
225
44
4040
4040
6060
2°
2°
8080
80
80
1157637115
160 80
7070
6380 70473263RD
7070
7070
7098 7690
31
p105
p328
p105
p105
p13 p105
C4 W360X122
p154
p153
50 5555
50
120
111
111
120
37
8
NORTH
p13
A - A
45
80
80
100
328
215
272
270
50
66
p328
B - B
169168
0
ANGLE
6TYP.
TYP.
p105p105
p153p154
C - C
ALL HOLES ARE 22mmUNO.
Tekl
a st
ruct
ures
ONE - COLUMN - C5
7024 648355 29339750
BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
C5 1
C5 1 W360X147 8070 1191 350W
SQ-2COLUMN
p14 1 PL32X450 550 62 300W
p106 4 PL15X179 317 27 300W
p160 2 L76X76X6.4 150 2 300W
p315 5 L102X76X9.5 343 22 300W
p324 1 PL10X396 573 13 300W
p327 1 PL10X380 573 12 300W
p354 10 L102X102X9.5 118 17 300W
TOTAL WEIGHT THIS DRAWING 1345
GRID LOCATION BOTTOM ELEVATION
7A/B +644.325
A FOR REVIEW AND APPROVAL 02/APR/2013
REV
03/26/2013 PROJ-NUM C5
4587
7608
EL652427
7872
7858
7872
7858
8070
8102 (W360X147 x 8070)
7373
SQ. CUT SQ. CUT
p106 (B/S)p106 (B/S)
D
D
8 TYP.
A
Ap327 (F/S)
p324 (N/S)
p14
C5 W360X147 North
815RD 2187 3387
EL644325
32
B
Bp160 (B/S)6
TYP.
C
C
C
Cp354 (B/S) p354 (B/S)
p315 p315
59
59
5787 6987
240
60
240
60
80 80
2°
2°
6060
320
7961
C
C
C
C
C
Cp354 (B/S) p354 (B/S) p354 (B/S)
p315 p315 p315
7322RD
7373
7373
p327
p324p106 p106
p106 p106
p14 C5 W360X147
p160
p160
p354
p354 p315
p354
p354 p315
7070
115 7912 115
7961
7961
31
p354
p354 p315 p315p354
p354
p315p354
p354
50 100 100 50
120
110
110
120
37
8
NORTH
p14
A - A
8080
80
80
59
59 116
116
326
272
267
213
50
342
286
284
228
50
p327
p324
66
TYP.
D - D
30
5050
80 56 57 80
56 56
211
91 91
p315
p354 p354
C - C
404046 46
3680
3680
p160p160
B - B
ALL HOLES ARE 22mmUNO.
Tekl
a st
ruct
ures
ONE - COLUMN - C6
14444 648191 23369752
BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
C6 1
C6 1 W360X122 7778 946 350W
SQ-2COLUMN
p13 1 PL32X375 550 52 300W
p105 4 PL12X122 317 14 300W
p153 1 L76X76X9.5 428 5 300W
p154 1 L76X76X9.5 428 5 300W
p160 2 L76X76X6.4 150 2 300W
p315 5 L102X76X9.5 344 22 300W
p354 10 L102X102X9.5 118 17 300W
p408 1 PL10X368 558 11 300W
TOTAL WEIGHT THIS DRAWING 1073
GRID LOCATION BOTTOM ELEVATION
7A/A1 +644.325
A FOR REVIEW AND APPROVAL 02/APR/2013
REV
03/27/2013 PROJ-NUM C6
4587
EL652135
7778
7563
7549
7030
6658
7683
7810 (W360X122 x 7778)
7668
p354 (B/S)
SQ. CUT SQ. CUT
E
E
D
D
p408 (F/S)
p105 (B/S)
p105 (B/S)
8TYP.
A
A
C6 W360X122 North
p13
p153 (N/S)p154 (F/S)
815RD2187 3387
EL644325
32
B
Bp160 (B/S) 6
TYP.
C
C
C
C
p354 (B/S) p354 (B/S)
p315 p315
46
6
226
45
4040
6087 6987
1157620115
80802°2°
135
80
6060
MIDPOINT OF HOLESIS 6MM FROM FACE OF FLANGE
C
C
C
C
C
C
p354 (B/S)p354 (B/S)p315 p315
p315
7081RD
C6 W360X122
p408
p13p153
p154
p105p105
p105p105p160
p160p354
p354 p315
p354
p354 p315
7070
7673
31p354
p354p315 p315
p354
p354
p315p354
p354
50 5555
50
120
111
111
120
37
8
NORTH
p13
A - A
46 80
80
101
314
260
255
201
50
p408
66
D - D
169 169
p105p105
p154p153
0
TYP.
6TYP.
E - E
80 57 57 80
5050
57 56
30
211
91 91
p315
p354 p354
C - C
404047 47
3680
3680
p160p160
B - B
ALL HOLES ARE 22mm?UNO.
Tekl
a st
ruct
ures
ONE - COLUMN - C7
-6 648149 232416500
BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
C7 1
C7 1 W360X122 7795 948 350W
SQ-2COLUMN
p13 1 PL32X375 550 52 300W
p105 4 PL12X122 317 14 300W
p142 1 PL10X250 275 4 300W
p153 1 L76X76X9.5 428 5 300W
p154 1 L76X76X9.5 428 5 300W
p160 1 L76X76X6.4 150 1 300W
p315 5 L102X76X9.5 344 22 300W
p354 10 L102X102X9.5 118 17 300W
TOTAL WEIGHT THIS DRAWING 1068
GRID LOCATION BOTTOM ELEVATION
9/C1 +644.325
A FOR REVIEW AND APPROVAL 02/APR/2013
REV
03/26/2013 PROJ-NUM C7
4587
EL652152
7098
7795
6538RD
7827 (W360X122 x 7795)
7700
7685
p354 (B/S)
SQ. CUT SQ. CUT
D
D
p105 (B/S)
p105 (B/S)
8TYP.
A
A
C7 W360X122 North
p13
p153 (F/S)p154 (N/S)p142 (F/S)
815 2187 3387
EL644325
36
32
6 TYP.
B
B
p160 (N/S) C
C
C
C
p354 (B/S)p354 (B/S)
p315p315
6
4040
6087 6987
135
80
808080802°
135
7690
4040
6060
6818
MIDPOINT OF HOLESIS 6MM FROM FACE OF FLANGE
C
C
C
C
C
C
p354 (B/S) p354 (B/S)
p315p315p315
7098
6380
(CTRD)66
p105
p142
p105
p105
p13
p105
C7 W360X122
p154
p153
159 22
2
109
80
190
134
77
45°
80
165
160
7070
3263RD
p160p354
p354p315
p354
p354
p315
7070
1157637115
7690
80
7047
7070
31
p354
p315
p354
p315
p354
p354
p315p354
p354
50 5555
50
120
111
111
120
37
(CTRD)p142
8
NORTH
p13
A - A
169 168 6TYP.
TYP.0
ANGLE
p154
p153p105
p105
D - D
919130
211
80 57 57 80
5050
56 57p354 p354
p315
C - C
4046
8036
p160
B - B
ALL HOLES ARE 22mmUNO.
Tekl
a st
ruct
ures
ONE - COLUMN - C8
7024 648253 287216500
BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
C8 1
C8 1 W360X147 8070 1191 350W
SQ-2COLUMN
p14 1 PL32X450 550 62 300W
p106 3 PL15X179 317 20 300W
p144 1 PL10X271 274 5 300W
p160 1 L76X76X6.4 150 1 300W
p315 5 L102X76X9.5 343 22 300W
p354 10 L102X102X9.5 118 17 300W
TOTAL WEIGHT THIS DRAWING 1318
GRID LOCATION BOTTOM ELEVATION
9/B +644.325
A FOR REVIEW AND APPROVAL 02/APR/2013
REV
03/27/2013 PROJ-NUM C8
4587
EL652427
7328
8102 (W360X147 x 8070)
8070
SQ. CUT SQ. CUT
p106 (N/S) p106 (B/S)
p144 (F/S)
8 TYP.
A
A
C8 W360X147 North
p14
815RD 2187 3387
EL644325
32
B
Bp160 (N/S)
C
C
6TYP.
C
C
p354 (B/S) p354 (B/S)
p315p315 5787 6987 8080 8080120
4040
6060
31
31
C
C
C
C
C
C
p354 (B/S)p354 (B/S) p354 (B/S)
p315p315p315
7322
7373
7961RD
66
(CTRD)
p106 p106
p144p106
p14 C8 W360X147
215
49°
80 80
221
168
161
108
211
151
99
159
p354
p354 p315p354
p354
p315p160
115 7912 115
7961
7070
31
p354
p354 p315
p354
p354 p315
p354
p354 p315
120
110
110
120
50 100 100 50
37
(CTRD)p144
8
NORTH
p14
A - A
80 56 57 80
5050
56 56
30
211
9191
p354p354
p315
C - C
464036
80
p160
B - B
ALL HOLES ARE 22mmUNO.
Tekl
a st
ruct
ures
ONE - COLUMN - C9
14446 648141 232016500
BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
C9 1
C9 1 W360X122 7778 946 350W
SQ-2COLUMN
p13 1 PL32X375 550 52 300W
p105 4 PL12X122 317 14 300W
p142 1 PL10X250 275 4 300W
p153 1 L76X76X9.5 428 5 300W
p154 1 L76X76X9.5 428 5 300W
p160 1 L76X76X6.4 150 1 300W
p315 5 L102X76X9.5 344 22 300W
p354 10 L102X102X9.5 118 17 300W
TOTAL WEIGHT THIS DRAWING 1066
GRID LOCATION BOTTOM ELEVATION
9/A1 +644.325
A FOR REVIEW AND APPROVAL 02/APR/2013
REV
03/27/2013 PROJ-NUM C9
7778
EL652135
6378
7030
7683
7810 (W360X122 x 7778)
7668
p354 (B/S)
SQ. CUT SQ. CUT
D
D
p105 (B/S)
p105 (B/S)
8TYP.
A
A
p142 (F/S)
C9 W360X122 North
p13
p153 (N/S)
p154 (F/S)
815RD
2187 3390
32
EL644325
B
Bp160 (N/S)
C
C
C
C6
TYP.p354 (B/S) p354 (B/S)
p315 p315
6
4040
4587 6087 6990
8080 8080
1157620115
2°
135
80
120
4040
6060
MIDPOINT OF HOLESIS 6MM FROM FACE OF FLANGE
C
C
C
C
C
Cp354 (B/S)
p354 (B/S)
p315p315
p315
7081RD
66
(CTRD)p142
p13p153
p154 p105p105
p105p105
215
45°
80
80
222
165
109
190
134
77
p160
p354
p354
p315
C9 W360X122
p315
p354
p354
7673
7070
31
p315p354
p354
p315p354
p354p354
p354
p315
50 5555
50
120
111
111
120
37
(CTRD)
8
NORTH
p142
p13
A - A
169 169
0
TYP.
6TYP.
p154p153
p105
p105
D - D
30
211
5050
80 57 57 80
57 56
9191
p315
p354
p354
C - C
47
403680
p160
B - B
Tekl
a st
ruct
ures
ONE - HANDRAIL - HR1
1787 648519 1783459
BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
HR1 1
HR1 1 PIPE38STD 3583 14 A53
SQ-2HANDRAIL
p167 1 PL6X150 3697 26 300W
p173 1 PL6X150 358 3 300W
p190 2 PIPE38STD 79 1 A53
p195 8 PIPE38STD 1100 33 A53
p205 1 PIPE38STD 213 1 A53
p206 1 PIPE38STD 338 1 A53
p207 2 PIPE38STD 123 1 A53
p370 1 PIPE38STD 160 1 A53
TOTAL WEIGHT THIS DRAWING 80
A FOR REVIEW AND APPROVAL 02/APR/2013
REV
03/26/2013 PROJ-NUM HR1
3633 88
3721
1102
50
20
123RD
1223 2323 3423
188
454
460
6 0
6 0
TYP.
3TYP.
A
A
p195p195p195p205 (N/S)
p195
(N/S
)
p190
p190
p206 (N/S)
p207
HR1 PIPE38STD
p167 (N/S)
p370
p173 (N/S)
4-p1
95
388
p190
p167
p173
p206
HR1 PIPE38STD
213 175
188
454
460
0
TYP.
0
3TYP.
p173p167
p195
HR1 PIPE38STD
p190
p206
p205
p207
A - A
Tekl
a st
ruct
ures
ONE - HANDRAIL - HR10
1495 647817 8324418
BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
HR10 1
HR10 1 PIPE38STD 4059 15 A53
BEV-2HANDRAIL
p172 1 FL6X121 150 1 300W
p175 1 PL6X130 150 1 300W
p186 1 PIPE38STD 203 1 A53
p191 1 PIPE38STD 939 4 A53
p192 1 PIPE38STD 971 4 A53
p193 1 PIPE38STD 1662 6 A53
p194 1 PIPE38STD 1279 5 A53
TOTAL WEIGHT THIS DRAWING 36
A FOR REVIEW AND APPROVAL 02/APR/2013
REV
03/26/2013 PROJ-NUM HR10
188
454
460
100
HR10 PIPE38STD
p192
p186
p193
p172
p175
A - A
460
460
1964
1102 54
54
2397
1000130097
460
454
188
460
460
51°24
30
TOP OF STAIR FACE
p175
p172
p193
p186
p194
p191
p192
HR10 PIPE38STD
A
A
30
3TYP.
Tekl
a st
ruct
ures
ONE - HANDRAIL - HR11
504 645782 11827546
BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
HR11 1
HR11 1 PIPE38STD 4800 18 A53
SQ-2HANDRAIL
p163 1 PL6X150 917 6 300W
p185 1 PIPE38STD 944 4 A53
p191 1 PIPE38STD 939 4 A53
p192 1 PIPE38STD 971 4 A53
p193 1 PIPE38STD 1662 6 A53
p194 1 PIPE38STD 1279 5 A53
p368 1 PIPE38STD 1406 5 A53
p369 1 PIPE38STD 276 1 A53
TOTAL WEIGHT THIS DRAWING 52
A FOR REVIEW AND APPROVAL 02/APR/2013
REV
03/26/2013 PROJ-NUM HR11
60
103
460
460
1964
50
51°
1102
58
460
460
511
460
751 2464
188
454
460
3215
915RD 2215
p368
p369
TOP OF STAIR FACE
6 0
6 0
3TYP.
p185
p192
p191
p194
p193
HR11 PIPE38STD
p163 (F/S)
Tekl
a st
ruct
ures
ONE - HANDRAIL - HR12
1491 645782 11827546
BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
HR12 1
HR12 1 PIPE38STD 4800 18 A53
SQ-2HANDRAIL
p163 1 PL6X150 917 6 300W
p185 1 PIPE38STD 944 4 A53
p191 1 PIPE38STD 939 4 A53
p192 1 PIPE38STD 971 4 A53
p193 1 PIPE38STD 1662 6 A53
p194 1 PIPE38STD 1279 5 A53
p368 1 PIPE38STD 1406 5 A53
p369 1 PIPE38STD 276 1 A53
TOTAL WEIGHT THIS DRAWING 52
A FOR REVIEW AND APPROVAL 02/APR/2013
REV
03/27/2013 PROJ-NUM HR12
60
50
103
460
460
1964
51°
1102
511
460
2215915RD
3215
460
460
2464751
460
454
188
58
p368
p369
6 0
6 0
3TYP.
TOP OF STAIR FACE
HR12 PIPE38STD
p163 (N/S)
p191
p193
p192
p185
p194
Tekl
a st
ruct
ures
ONE - HANDRAIL - HR2
389 648519 2374294
BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
HR2 1
HR2 1 PIPE38STD 5425 21 A53
SQ-2HANDRAIL
p165 1 PL6X150 5451 39 300W
p173 1 PL6X150 358 3 300W
p190 2 PIPE38STD 79 1 A53
p195 5 PIPE38STD 1102 21 A53
p199 1 PIPE38STD 175 1 A53
p203 3 PIPE38STD 1500 17 A53
p205 1 PIPE38STD 213 1 A53
p206 1 PIPE38STD 338 1 A53
p207 1 PIPE38STD 125 0 A53
p214 1 PIPE38STD 750 3 A53
TOTAL WEIGHT THIS DRAWING 106
A FOR REVIEW AND APPROVAL 02/APR/2013
REV
03/27/2013 PROJ-NUM HR2
1102
188
454
460
26
175RD
1675 3175 4675
5475
5499 (PIPE38STD x 5425)
6 0
6 0
TYP.
0
TYP.
3TYP.
A
A
p199
p203 p203
p195
p190
p190
p195
p195
(F/S
)
p206 (F/S)
p207 (F/S)
p195
p214
p195
p203
p165 (F/S)
HR2 PIPE38STD
5475
388
p165
p190
p206
p173
HR2 PIPE38STD
188
454
460
175 213
0
3
p195
p199
p206
p165
p190
p173
p207
p190
p205
A - A
Tekl
a st
ruct
ures
ONE - HANDRAIL - HR3
1808 648515 2008942
BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
HR3 1
HR3 1 PIPE38STD 4946 19 A53
SQ-2HANDRAIL
p166 1 PL6X150 5035 36 300W
p195 4 PIPE38STD 1102 17 A53
p209 1 PIPE38STD 221 1 A53
p211 1 PIPE38STD 675 3 A53
p213 3 PIPE38STD 1350 15 A53
TOTAL WEIGHT THIS DRAWING 90
A FOR REVIEW AND APPROVAL 02/APR/2013
REV
03/26/2013 PROJ-NUM HR3
5035 (PIPE38STD x 4946)
460
1102
188
454
89221RD 1571 2921 4271
6 0
6 0
TYP.
3TYP.
p195
p195
p195
p211p213p213p213
p209
p166 (N/S)
HR3 PIPE38STD
p195
5035
p213p213 p213 p211
Tekl
a st
ruct
ures
ONE - HANDRAIL - HR6
1808 648515 20018058
BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
HR6 1
HR6 1 PIPE38STD 4947 19 A53
SQ-2HANDRAIL
p166 1 PL6X150 5035 36 300W
p195 4 PIPE38STD 1102 17 A53
p209 1 PIPE38STD 222 1 A53
p211 1 PIPE38STD 675 3 A53
p213 3 PIPE38STD 1350 15 A53
TOTAL WEIGHT THIS DRAWING 90
A FOR REVIEW AND APPROVAL 02/APR/2013
REV
03/26/2013 PROJ-NUM HR6
4947 88
1102
188
454
460
5035 (PIPE38STD x 4947)
675RD 2025 3375 4725
6 0
6 0
TYP.
3TYP.
p213p213p211 p213
p195
p195
p195
p195
p209
p166 (N/S)
HR6 PIPE38STD
5035
p166
HR6 PIPE38STD
Tekl
a st
ruct
ures
ONE - HANDRAIL - HR7
372 648519 15821349
BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
HR7 1
HR7 1 PIPE38STD 3925 15 A53
SQ-2HANDRAIL
p170 1 PL6X150 3951 28 300W
p190 2 PIPE38STD 79 1 A53
p195 3 PIPE38STD 1102 13 A53
p199 1 PIPE38STD 175 1 A53
p203 2 PIPE38STD 1500 11 A53
p214 1 PIPE38STD 750 3 A53
TOTAL WEIGHT THIS DRAWING 71
A FOR REVIEW AND APPROVAL 02/APR/2013
REV
03/26/2013 PROJ-NUM HR7
1102
188
454
460
3975 (PIPE38STD x 3925)
750RD 2250 3750
6 0
6 0
TYP.
0
TYP.
3TYP.
p203p214
p195
p190
p190
p203
p195
p195
p199
p170 (F/S)
HR7 PIPE38STD
50
3975
p170
p190HR7 PIPE38STD
Tekl
a st
ruct
ures
ONE - HANDRAIL - HR8
1789 648519 9322527
BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
HR8 1
HR8 1 PIPE38STD 1710 6 A53
SQ-2HANDRAIL
p164 1 PL6X150 1824 13 300W
p174 1 PL6X150 195 1 300W
p190 2 PIPE38STD 79 1 A53
p195 3 PIPE38STD 1102 13 A53
p196 1 PIPE38STD 100 0 A53
p198 1 PIPE38STD 1300 5 A53
p199 1 PIPE38STD 175 1 A53
p200 1 PIPE38STD 75 0 A53
p202 1 PIPE38STD 250 1 A53
p370 1 PIPE38STD 160 1 A53
TOTAL WEIGHT THIS DRAWING 42
A FOR REVIEW AND APPROVAL 02/APR/2013
REV
03/26/2013 PROJ-NUM HR8
1848 (PIPE38STD x 1710)
188
1102
188
454
460
1760
89
160RD
1460
p195
6 0
6 0
TYP.
A
A
3TYP.
p370
p199 (N/S)
p190
p190
p164 (N/S)
p198
p196 (N/S)
p202
HR8 PIPE38STD
1848
225
p174
p199
p190p164
HR8 PIPE38STD
188
454
460
100 125
0
TYP.
0
3
p174
p202
p164
p190
p196p190
p195
p199
p200
A - A
Tekl
a st
ruct
ures
ONE - HANDRAIL - HR9
500 647815 8224418
BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
HR9 1
HR9 1 PIPE38STD 4049 15 A53
BEV-2HANDRAIL
p171 1 FL6X140 150 1 300W
p172 1 FL6X121 150 1 300W
p187 1 PIPE38STD 193 1 A53
p191 1 PIPE38STD 939 4 A53
p192 1 PIPE38STD 971 4 A53
p193 1 PIPE38STD 1662 6 A53
p194 1 PIPE38STD 1279 5 A53
TOTAL WEIGHT THIS DRAWING 36
A FOR REVIEW AND APPROVAL 02/APR/2013
REV
03/26/2013 PROJ-NUM HR9
188
454
460
90
110
p172
p171
p187
p193p192
HR9 PIPE38STD
A - A
460
460
1964
1102 54
54
2397
24
51°
460
460
188
454
460
97 1300 1000
0
3TYP.
TOP OF STAIR FACE
A
A
30 3
TYP.
p172
p171
p187
p193
p194
p192
p191
HR9 PIPE38STD
ALL HOLES ARE 22mm UNO.
Tekl
a st
ruct
ures
ONE - LADDER - L1
1090 646934 4671450
BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
L1 1
L1 1 L76X76X9.5 4122 44 300W
SQ-2LADDER
p146 2 PL10X89 89 1 300W
p147 2 PL10X65 75 1 300W
p148 1 PL10X65 2475 13 300W
p149 1 PL10X65 2475 13 300W
p150 2 PL10X65 271 3 300W
p156 1 L76X76X9.5 4122 44 300W
p246 13 ROD25 412 20 300W
p247 1 PL6X75 2016 7 300W
p248 1 FL6X51 2196 5 300W
p249 7 FL6X51 2929 48 300W
p250 1 PL6X75 2710 10 300W
p359 1 FL6X51 2016 5 300W
TOTAL WEIGHT THIS DRAWING 213
A FOR REVIEW AND APPROVAL 02/APR/2013
REV
03/26/2013 PROJ-NUM L1
5210
3345
5220 (L76X76X9.5 x 4122)
p156
p249 (N/S)
p249 (N/S)
p249 (N/S)
10
2125
390
2130
B
B
13- p246
A
A
p146
p146
L1 L76X76X9.5 North
p250 (N/S)
4245 4985E
E
D
D
C
C
18
18
p148 (F/S)
p149 (F/S)
p150
p150
p247
p359
p249 (N/S)
p249 (N/S)
p249 (N/S)
p249 (N/S)p248 (N/S)
p147 (F/S)
p147 (F/S)
4838
3345
4000
3837
2690
p156
2125
2130
290RD 590 890 1190 1490 1790 2090 2390
27
22?22?
p146p146
p250
p249
L1 L76X76X9.5
R 133
R 13
3
278
235
4245 4985
2990 3290 3590 3890
6TYP.
p249 (B/S)
p249 (B/S)
p249 (B/S)
13- p246
p147
p147
p248
p148p149
p247
p150
p150
p359
3840
038
38 38
38 38
p146
6TYP.p146
A - A 175
40
40
10
R 480
175 185
360
400
RLUG. TYP.
p156
p246
L1 L76X76X9.5 Northp249
p250
p249
p249
p249
p249
p249
p249
B - B
1040
40
185
R 380
175
175
40
40
40
40
10
27
27
p249
p249
p156
p249
p249
p249
p249
L1 L76X76X9.5 North
p249
p248
p246
C - C
10
185
185
660
175
40
175
419
p156
p246
p249
6TYP.
p148 p147
p150
p147
p14918
18
D - D
40 10
p249
p249
10
40
40
R 380
p249
p359
p249
45
185
45
p150
p249
45
185 240
197
45
p249
760
5066
050
10
40
40
40
40 10
R 380
185175
185175
66
TYP.
p148
p149
p247p249
p249
p249
p249
p249
p249
p249
E - E
ALL HOLES ARE 22mm UNO.
Tekl
a st
ruct
ures
ONE - STAIR - ST1
997 645932 153026073
BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
ST1 1
ST1 1 C310X37 3342 124 300W
BEV-2STAIR
p30 1 C310X37 3342 124 300W
p31 1 C310X37 792 29 300W
p32 1 C310X37 792 29 300W
p33 1 C310X37 2998 111 300W
p34 1 C310X37 2998 111 300W
p35 1 C310X37 179 7 300W
p36 1 C310X37 179 7 300W
p53 1 L76X76X7.9 1334 12 300W
p157 2 L76X76X6.4 100 1 300W
p160 2 L76X76X6.4 150 2 300W
p161 2 FL6X76 132 1 300W
p162 1 PL6X100 915 4 300W
p217 2 C250X37 915 68 300W
p245 1 W200X42 915 38 350W
p252 2 L76X76X7.9 1367 25 300W
p253 1 L76X76X7.9 1234 11 300W
p254 2 L76X76X7.9 1262 23 300W
p255 1 L76X76X7.9 1033 9 300W
p256 1 L76X76X7.9 1063 10 300W
TOTAL WEIGHT THIS DRAWING 746
A FOR REVIEW AND APPROVAL 02/APR/2013
REV
03/26/2013 PROJ-NUM ST1
2205
375
EL6
4402
5
323 685 137 9@230=2070 79
196
9@18
3=16
4917
0
3975
1959
2016
2286RD 2696
5674 6
2530 685 2280
p255
p252
A
A
EL6
4598
4
51.5°
100
35
66
p162 (N/S)
66
TYP.
p217 (N/S) p31
p252
p53
213
9@294=2647
294
TYP.
149 TYP.
EL6
4800
0 326 9@230=2070
107
100
35
10
179
8011
3
20-11
20-11
0
FULL STRENGTH SPL.
6TYP.
ST1 C310X37
p30 (N/S)
p36 (N/S)
p35
p160
p160 (N/S)
9@294=2647
170
51.5°
3076
100
35
100
1020-11
20-11
6TYP.
B
B
0
FULL STRENGTH SPL.
6TYP.
0
6TYP.
p157 (N/S) p161 (N/S)p157
p161
p254
p253
p254
p217 (N/S)p34 (N/S)
p33
p256
p245 (N/S)
p32 (N/S)
213
149 TYP.294
TYP.
138
83
253
139
9@18
3=16
49
57
2700
2689
3024
40
415
8042
0
p31
2492RD
p255
p35
p160
ST1 C310X37 West
p30
p252
p53
p252
p36p160
5091
550
57
p217
5091
550
60
60
40
p161
p157
p161p157
p33
p32p34
p254
p217
p256p245
p253
p254
1819
49°
1932
A - A
264
47°
68
68
915
1198 3
6TYP.
p252
p30
ST1 C310X37
116 1036
47°
68
68
102
p217
p53
p252
54°
1483
1030 3 1610 272
B - B
53°
67
67
915
269
p34
p33
p254
53°
67
67
126 1038p253
p254