7. 2526
C
D
E
5
4
3
2
1
3D
F
G
A
B

8. 2527
A/17
A/17
A/17
B17
P/137
A/17
A/17
P/116
F17
108/P
108/P
E15H15
A/17
E18
A/17
G17
D20
P/115
F17
P/121
P/121
P/120
P/120
P/119
P/119
C18
P/111
P/111
P/137
A/17
P/154
P/155
P/154
A B C D E F G
5
4
3
2
1
ROOF PLAN
C15
G25
J17
B25
C15
D
25
J17
P/73
D16
P/106
I25
BR/97
P/79
BR/97A/17
A/17BR/97
A/11
A/11
P/124
G13
D15
P/110
P/110
P/110
P/124
P/124
A19
P/135
E11
A/15
P/135
P/136
A/13
A/13
A1
A4
D18A21
C14
E25
P/95
P/70
C25
F25
A/22
A/22
A15F15F15
A18A18
P/110
P/110
D23
P/110
P/110
P/95D23
J25
P/109
P/109
P/110
P/110
P/109
P/109
A2
P/94
A22
E17
E17
A/17
BR/97A/17
A15
E15H15
P/98
C23
I15E15
E18
P/98
P/93
A/17A/22
P/74
P/86
P/107
P/107
F18
A/22
K25
H25
E17
D17
P/1
P/68
B4
A/17 B23
E15I15
BR/97
P/156
P/157 A/11
A/11
D12
P/134
D15
B18
G24
A23
B18
D14
P/66
P/87
P/87
E19
P/133
P/134
A/13
D24
A/15
P/156
D11
A/13
A5
A/21A/18
C21
G17
P/71
P/79
P/80
A7
A16
P/105
P/105
P/88
P/106
P/117
P/122
P/122
A/17A/17
P/75
P/81
A/17A/18A/21
BR/1
P/83
P/85
P/85
P/83
P/82
A/16
L25
P/142
P/143
D15
A/16
P/94
F20
D18G15F15F15
J17C15
P/109
P/109
P/109
P/109
P/65
E12
B14
B19
P/142
P/109
P/123
P/123
P/123
BR/98A/20
BR/98A/20A/19
A/19A/19
P/73
A/19
B21
G15 E17
A/19A/19
A/11A/13
P/145
P/144
P/144
D11
A/13A/11
D15
A/16
P/118
P/118
P/118
P/118
P/118
P/118
B22
C15J17
K24
B13
P/114
F19
H13
P/141
P/140
P/140
A/13A/11
A/19A/20BR/98A/19A/19
E24
A/11A/13
P/138
P/139
P/138
E11
H24
C24
BR/97A/17
B15
J13
B24
H17
F24
P/124
BR/97A/17
102/P
B16
P/124
P/126
P/126
P/125
A/11
A/11
A/11
P/130
A13
E20
E13
A/13
D11
P/129
P/130
P/131
F12
P/62
P/76
P/76
D20
C13
A/13
A/13
P/132
P/131
A9
C16
A10
A/22A/17A/17A/22
A8
P/64
P/103
P/72
P/72
P/103
A/17
C17
P/77
P/77
P/78
P/78
P/63
G18
104/P
P/104
P/57
P/102
P/99
P/99
A/11
B14
P/123P/127
B12
P/123
P/123
A/13
P/128
P/127
D11
C19
A/15
P/89
P/89
P/59
A/17
P/109
P/109
P/109
A/14
A3
B20
P/112
P/112
P/137
C20
A/14
A24
A/22
P/137
C22
P/90
A17
P/92
P/92
A/17A/17
P/90
P/109
P/109
B15P/113
B11
P/113
E14
BR/96
BR/96
P/109
P/109
A/12
C14
C11
P/58
P/109
P/110
P/110
P/109
67/P
P/69
BR/95
E14
BR/95
A/12
A/17A/22
P/110
P/110
A6
P/101
I24
P/100
A/16
P/146
P/147
P/146
P/84
P/96
P/91
P/97
P/97
P/96
A/19A/19A/19A/20BR/98
L24
G12
P/60
I13
P/148
P/148
P/149
E11
A/13A/11
C17
J24
A25
P/101
P/100
C12
P/152
P/152
P/153
F13
D20
A/13A/11
P/61
A/13A/11
B15B15
A20
A/15
P/123
A11
P/113
P/110
P/110
A/17
D22
P/113
A14
P/110
P/110
I17
A/17
A17
BR/97
D19
E11
P/150
P/151
P/150
D13
A/13A/11
P/124
P/124
P/110
P/124
P/123
A12

9. 2528
M M
H H
G G
F
F
E
E
D
D
C
C
B
B
A
A
1
2
3
4
5
GFEDCBA
KEY PLAN
K K
SFL.75.5
S - S
A B C
A19
E19
B18
A23
B18
C19
D20
E20
D E F G
D23
A1
SFL.75.5
5 4 3 2 1
A - A
D15
C15
A19
A21
J17 J17
B17
A2
B19
F20
D23
D15
C15
1
A4
C23
5 4 3 2
SFL.75.5
B - B
E15
H15
A22
E18
I15
F18
B4
H15
I15
E15
E18
B23 E15
A5
SFL.75.5
C - C
C15
D15
5 4
E19
C21
J17
D15
F19
B22
C15
J17
A7
3 2 1
A9
SFL.75.5
D - D
5 4
E20
D20
A8
3 2 1
A10
SFL.75.5
E - E
D20
5 4
G18
D20
3 2 1
A3
C18
SFL.75.5
F - F
B15
B15
H17
5 4
C19
C22
A6
I17
D19
D22
B15
B15
A24
3 2 1
SFL.75.5
G - G
A B C
B19
F19
D19
D20
D20
D E F G
F15
G15
D18
SFL.75.5
A B C
H - H
F20
F15
G15
B22
B21
A21
A22
C21
A15
D18
A15
F15
F15
SFL.75.5
A B C
K - K
SFL.75.5
M - M
A B C
A19
B18
B18
A23
E19
E20
D20
C19
D E F G

10. 120
190
370
370
10
14
20
20
HD2
HD1
2529
SFL.75.5
HD/1
HD/1
B
B
1
2
3
4
5
GFEDCBA
C21A23
HOLD DOWN BOLT PLAN
HD/1
HD/2
HD/2
HD/2
HD/1 E19
A19
A22
A21
C23
HD/1
F19
HD/1
HD/2 HD/2
HD/2
HD/1
HD/1
A A
B19
B23
B21
F20
HD/1
HD/1
HD/1
HD/2
HD/2
E20
C19
C22
D20
B20
C20
DETAIL B
DETAIL A
HD/1 HD/1
HD/1
HD/2
HD/2
D20 D20 D19
D22
A20
HD/1
SFL.75.5
C
TYPICAL FOR ALL EXCEPT AS
NOTED REFER PLAN
FOR BOLT CENTERS
B22
A - A
HD/1
SFL.75.5
TYPICAL FOR COLUMN
23C2 AND 23C3
E15
B - B
HD/1
TYPICAL FOR
COLUMNS AT
SIDES
D
1
DETAIL- A
HD/2
TYPICAL FOR
COLUMNS AT
CORNERS
G
2
DETAIL- B

11. Teklastructures
TAVAN ISTAT E C H N I C A L O F F I C E
S G N :
A
A C
C
N A
A P P R O V E D
A P P R O V E D W I T H
C O M M E N T S
C O M M E N T E D , S U B M I T
R E V I S E D D O C U M E N T
N O T A P P R O V E D
20/06/2010
D A T E :
X
H.ALAMSHAHI
1 12-06-20101 FOR APPROVAL
REV. DATEREVISION DESCRIPTIONREV MARKNo
22.0
6.5
210_1BP/4 22
mm F.W UNLESS NOTEDALL WELDS ARE
mm UNLESS NOTED
MATERIAL LIST FOR ASSEMBLY MK'D
Mark Profile Material LengthNo. Area Weight
No. Required
ALL HOLES ARE
GENERAL NOTES:
210_PC/4 150.7PL30*800 ST37 1 800 1.4
210_PC/8 4.1PL15*140 ST37 6 250 0.1
210_PC/9 5.0PL15*170 ST37 4 250 0.1
210_PC/10 5.6PL15*190 ST37 2 250 0.1
210_PC/11 21.8PL15*250 ST37 2 740 0.4
210_PC/12 23.6PL15*250 ST37 2 800 0.4
4.1 297.3Total
A3
SH.REISY 210_1
210
TAVAN ISTA CO.
CONSULTANT:
SHAMS OMRAN CO.
SHIAN BUILDING
[210_1BP.4]ASSEMBLY DRAWING:
Structure Industry TAVAN ISTA CO.
Structure Industry
1ST 01 ASS TEKLA -
ST-ASS-01-
H.ALAMSHAHI
200200100
210_PC/4
210_PC/12
210_PC/12
210_PC/11
210_PC/11
210_PC/10210_PC/9
210_PC/9
210_PC/10
210_PC/9
210_PC/9
210_PC/8
210_PC/8
210_PC/8
210_PC/8
210_PC/8
210_PC/8
A - A
1:10
15 15 162 215 215 148 15 15
15152051721721901515
100 200 200 200 100
100200
AA

12. 14
L
Teklastructures
TAVAN ISTAT E C H N I C A L O F F I C E
S G N :
A
A C
C
N A
A P P R O V E D
A P P R O V E D W I T H
C O M M E N T S
C O M M E N T E D , S U B M I T
R E V I S E D D O C U M E N T
N O T A P P R O V E D
20/06/2010
D A T E :
X
H.ALAMSHAHI
1 12-06-20101 FOR APPROVAL
REV. DATEREVISION DESCRIPTIONREV MARKNo22.0
6.0
210_1C/3 1
mm F.W UNLESS NOTEDALL WELDS ARE
mm UNLESS NOTED
MATERIAL LIST FOR ASSEMBLY MK'D
Mark Profile Material LengthNo. Area Weight
No. Required
ALL HOLES ARE
GENERAL NOTES:
210_PC/67 565.2PL30*400 ST37 1 6000 5.2
210_PC/24 2.6PL15*140 ST37 3 156 0.1
210_PC/29 14.1PL15*300 ST37 6 400 0.3
210_PC/67 565.2PL30*400 ST37 3 6000 5.2
210_PC/68 282.6PL30*400 ST37 2 3000 2.6
210_PC/69 471.0PL30*400 ST37 2 5000 4.3
210_PC/70 188.4PL30*400 ST37 2 2000 1.7
210_PC/85 82.4PL35*300 ST37 4 1000 0.7
210_1BP/4 297.31 4.1Assembly
210_1G/19 67.03 1.5Assembly
210_1G/108 21.56 0.6Assembly
210_1G/111 23.73 0.7Assembly
57.1 5265.4Total
A3
SH.REISY 210_1
210
TAVAN ISTA CO.
CONSULTANT:
SHAMS OMRAN CO.
SHIAN BUILDING
[210_1C.3]ASSEMBLY DRAWING:
Structure Industry TAVAN ISTA CO.
Structure Industry
1ST 01 ASS TEKLA -
ST-ASS-01-
H.ALAMSHAHI
3060
8072
5000
3060
9585
210_1G/108210_1G/111
3060
5012
6000
400
3060
6525
3465
3465
0
A
A
210_1G/108
210_PC/67
210_PC/70 210_PC/24
210_PC/67
210_PC/24
210_PC/70
210_1G/111
1952
1952
0
1602 400
2928
11000
1415
11000
400
A
A
A
A
210_PC/85
210_PC/85
210_PC/85
210_1G/108
210_PC/68
210_PC/24
210_PC/68
210_1G/111
182
500 500
2000 6000 3000
182
2900
11000
3060
8100
210_1G/19
210_1G/108
210_PC/29
3060
5040
1980
1980
0
210_PC/29
210_1BP/4
210_1G/108
210_PC/24
210_PC/29
210_PC/24
210_1G/19
182
210_PC/29
210_PC/24
210_1G/19
210_PC/29
210_PC/29
210_PC/85
210_1G/108
20 360 20
525 745
795868
80
182
210_1G/19
210_1G/108
210_1G/108
210_1G/111
A - A
1:25
3040030

13. A
DWG TITLE :
E1
DRAWN CHECKED DATE JOB
NO.
DWG NUMBER REV
STRUCTURE:
CUSTOMER:
REV DATE REMARKS
A 12/09/10 ISSUE FOR APPROVAL
REFERENCE:
HOLES :
SHOP FINISH :
UNLESS NOTED
NIPISI 03-02-80-08 W5M PUMP STATION
TUS SAC 12/09/10
1714
Pembina Pipeline Corporation
BOLTS UNLESS NOTED
STRUCTURAL FRAMING PLAN
CC
B B
A A
METER SKID A & B PLAN
SECTION : A - A
SKID B
SECTION : B - B
PLATFORM BETWEEN SKID A & BSECTION : C - C
SKID A
D D
PLATFORM #3 PLAN
SECTION : D - D
PLATFORM #3

14. A
DWG TITLE :
E3
DRAWN CHECKED DATE JOB
NO.
DWG NUMBER REV
STRUCTURE:
CUSTOMER:
REV DATE REMARKS
A 12/09/10 ISSUE FOR APPROVAL
REFERENCE:
HOLES :
SHOP FINISH :
UNLESS NOTED
NIPISI 03-02-80-08 W5M PUMP STATION
TUS SAC 12/09/10
1714
Pembina Pipeline Corporation
BOLTS UNLESS NOTED
STRUCTURAL FRAMING PLAN
DD
CC
A A
METER SKID A & B PLAN
CP1001
PL15X220
HR1032
L64X64X6.4
HR1030
L64X64X6.4
HR1031
L64X64X6.4
HR1006
BLL65*65*6
ST1005
C230X22
HR1005
BLL65*65*6
ST1006
C230X22
CP1001
PL15X220
HR1034
L64X64X6.4
HR1036
L64X64X6.4
B1012
W200X36
B1011
W200X36
HR1009
L64X64X6.4
B1008
C150X12
HR1033
L64X64X6.4
B1010
L76X76X6.4
HR1010
L64X64X6.4
HR1010
L64X64X6.4
B1013
W150X22
B1013
W150X22
HR1035
L64X64X6.4
HR1037
L64X64X6.4
C1007
W150X22
HR1009
L64X64X6.4
B1007
C150X12
HR1034
L64X64X6.4
9980
5799
+655.500
+653.800
SECTION : A - A
SKID B
B1012
W200X36
5600
PS-103PS-102PS-101
ST1008
C230X22
HR1006
BLL65*65*6
1875
1875
HR1004
BLL65*65*6
2340
2340
GRATING
SP-116PS-104PS-105
C1001
W150X22
ST1013
C230X22
EL. +656032 HR1005
BLL65*65*6
551
551
19510@200=2000
+655.500
+653.800
PS-105
SECTION : D - D
SKID A
HR1003
BLL65*65*6
HR1006
BLL65*65*6
ST1011
C230X22
ST1009
C230X22
SP-116 PS-104
HR1005
BLL65*65*6
19510@200=2000
C1001
W150X22
EL. +656000
GRATING
HR1004
BLL65*65*6
PS-103 PS-102 PS-101
HR1037
L64X64X6.4
HR1066L64X64X6.4
5799
+655.500
+653.800
PS-103
SECTION : C - C
PLATFORM BETWEEN SKID A & B
C1001
W150X22
B1006
C200X17
2348
DET C
ST1009
C230X22
HR1005
BLL65*65*6
19510@200=2000
C1008
W150X22
ST1007
C230X22
1881
HR1006
BLL65*65*6
F
F
SP-116 PS-104 PS-105
5600
DET E
HR1036
L64X64X6.4
PS-102 PS-101
B1005
C200X17
2095
11@200=2200
C1005
W150X22
2351
EL. +656042
GRATING
541
182
6
3
p1003
PL10X63
6
ST1009 C230X22
200200
25
25
GRATING
DETAIL C
5
25
5
5
3
6
5
TYPICAL CONECTION
DETAIL
GG
b1047
W310X39
a1020
L76X76X6.4
EL. +655807
300307213
b1050
W150X22
c1041
C200X17
p1015
PL10X52
p1001
PL10X250
F - F
355035
49 152 49
6512065
b1050
W150X22
p1001
PL10X250
a1020
L76X76X6.4
2 - 18 O HOLES
G - G
H
H
BEAM
COLUMN
DETAIL E
6
1.5mm1.5mm1.5mm1.5mm
p1014
PL10X80
COLUMN
b1063
W200X36
p1014
PL10X80
H - H

15. A
DWG TITLE :
E8
DRAWN CHECKED DATE JOB
NO.
DWG NUMBER REV
STRUCTURE:
CUSTOMER:
REV DATE REMARKS
A 12/09/10 ISSUE FOR APPROVAL
REFERENCE:
HOLES :
SHOP FINISH :
UNLESS NOTED
JUDY CREEK 16-34-63-10 W5M PUMP STATION
TUS SAC 12/09/10
1714
Pembina Pipeline Corporation
BOLTS UNLESS NOTED
STRUCTURAL FRAMING PLAN
1503@200=600
MS-2281.500-E76.300-E
150
5200
STILE #2
1102
ST3012
C230X22
785
EL.+1074535
B
B
25 1420
1045
HR3028
L64X64X6.4
EL.+1074535
460
DET A
C
C
190420
GRATING
HR3030
L64X64X6.4
ST3016
C230X22
EL.+1074535
135
6@200=1200
799
5200
155.400-S
MS-2281.500-E76.300-E
STILE #2 PLAN
25
ST3013
C230X22
ST3012
C230X22
6391463
760
B3073
C150X12
B3029
C200X17
5085 4668 3093
HR3029
L64X64X6.4
1518 RD
HR3030
L64X64X6.4
B3073
C150X12
B3035
C200X17
B3036
C200X17
914
ST3016
C230X22
ST3017
C230X22
1045
25
6263
HR3027
L64X64X6.4
25
32
25 GAPGAP
DETAIL A
STAIR TOP PLATFORM
DETAIL
5
5
6
3
3
6
(TYP)
6
6
3 SIDE
200200
25
5
5
6
3
3
6
(TYP)
B - B
TYPICAL CONECTION
DETAIL
5
5
BEAM
C - C
TYPICAL CONECTION
DETAIL

16. A
DWG TITLE :
E3
Celebrating Over 30 Years of Steel Fabrication
NORTHERN STEEL LTD.
9588 Milwaukee Way, Prince George, BC, Ph 250.561.1121, Fx 250.561.0954
DRAWN CHECKED DATE JOB
NO.
DWG NUMBER REV
STRUCTURE:
CUSTOMER:
REV DATE REMARKS
A 12/09/10 ISSUE FOR APPROVAL
REFERENCE:
HOLES :
SHOP FINISH :
UNLESS NOTED
JUDY CREEK 16-34-63-10 W5M PUMP STATION
TUS SAC 12/09/10
1714
Pembina Pipeline Corporation
BOLTS UNLESS NOTED
STRUCTURAL FRAMING PLAN
ST3021
C230X22
B3056
C200X17HR3001
L64X64X6.4
B3023
C200X17
HR3002
L64X64X6.4
ST3020
C230X22
B3019
C200X17
HR3060
L64X64X6.4
HR3003
L64X64X6.4
HR3053
L64X64X6.4
HR3051
L64X64X6.4
B3007
W310X39
HR3057
L64X64X6.4
ST3007
C230X22
C3001
W200X36
C3001
W200X36
C3001
W200X36
C3001
W200X36
HR3074
L64X64X6.4
B3031
C200X17B3003
W310X39
HR3079
L64X64X6.4
HR3075
L64X64X6.4
3600
II
+1076.297
+1074.048
PS-114&PS-118PS-113&PS-117PS-112&PS-116PS-111&PS-11573.683-S
+1074.048
+1076.794
SKID B
3017
CC
B3054
C200X17
497952800497
ST3022
C230X22
D
D
A
A
B3045
C200X17
3385 3600
1508@200=1600
BB
H
H
E
E
EL.+1075832
32
GRATING
25
25
25
15811@200
32
GRATING
HR3001
L64X64X6.4
ST3021
C230X22
2500
DET B
A - A
5
B3028
C200X17
25 GAPGAPB3012
W200X36
B3007
W310X39
B3013
C200X17
B3010
W310X39
1860
MS-07MS-17
B - B
914
HR3051
L64X64X6.4
HR3011
L64X64X6.4
B3056
C200X17
ST3008
C230X22
B3033
C200X17
HR3077
FB6X50
HR3076
FB6X150
B3023
C200X17
1200
1200
B3046
C200X17
HR3056
L64X64X6.4
HR3003
L64X64X6.4
B3009
W310X39
914
290
MS-14
290
PS-111&PS-115
PS-44
MS-3
C - C
HR3002
L64X64X6.4
ST3020
C230X22
2500
25
B3075
C150X12
ST3021
C230X22
HR3001
L64X64X6.4
B3019
C200X17
HR3060
L64X64X6.4
HR3053
L64X64X6.4
ST3024
C230X22HR3059
L64X64X6.4
HR3061
L64X64X6.4
B3013
C200X17
R90
BEAM
32
GRATING
130
90
3
D - D
1.5mm1.5mm
1.5mm1.5mm
E - E
TYPICAL COLUMN
CONECTION DETAIL
6
3
3
6
5
5
GRATING
32
25 GAPGAP
25
DETAIL B
5
5
25
25
2072@175=350175
GRATING
32
G - G
5
H - H
TYPICAL CONECTION
DETAIL
I - I
SKID B PLAN
B3007
W310X39
B3068
C200X17
8148
PS-112&PS-116
HR3057
L64X64X6.4
HR3001
L64X64X6.4
B3002
L76X76X6.4
HR3056
L64X64X6.4
B3013
C200X17
B3012
W200X36
HR3061
L64X64X6.4
ST3024
C230X22
B3075
C150X12
B3020
C200X17
B3006
W310X39
535
PS-111&PS-115
73.683-S
ST3020
C230X22
B3046
C200X17
2500
914
PS-44
MS-3
MS-14
HR3002
L64X64X6.4
25
ST3021
C230X22
B3045
C200X17HR3060
L64X64X6.4
B3019
C200X17
B3054
C200X17
B3028
C200X17
B3027
C200X17
HR3058
L64X64X6.4
HR3003
L64X64X6.4
B3021
C200X17
B3073
C150X12
HR3059
L64X64X6.4
B3007
W310X39
618 10718 440 717 552
ST3022
C230X22
B3009
W310X39
B3012
W200X36
B3013
C200X17
HR3053
L64X64X6.4
HR3005
L64X64X6.4
B3078
PL12X200
B3060
C200X17
B3078
PL12X200B3066
C200X17
B3074
C150X12
B3030
C200X17B3074
C150X12
476
HR3079
L64X64X6.4
HR3007
L64X64X6.4
B3010
W310X39
B3012
W200X36
B3007
W310X39
HR3011
L64X64X6.4
B3071
C200X17
B3030
C200X17
B3065
C200X17
B3065
C200X17
914
4020 750
RD
MS-07
PS-114&PS-118PS-113&PS-117
B3003
W310X39
B3013
C200X17
B3013
C200X17
B3013
C200X17
HR3051
L64X64X6.4
7085 768 5268
B3078
PL12X200
B3069
C200X17
B3074
C150X12
B3074
C150X12
476
617
474
B3023
C200X17
B3056
C200X17
B3033
C200X17
HR3076
FB6X150
2938 1748
ST3008
C230X22
ST3007
C230X22
B3013
C200X17
B3007
W310X39
B3031
C200X17
HR3077
FB6X50
HR3067
L64X64X6.4
B3020
C200X17
B3078
PL12X200
B3055
C200X17
B3074
C150X12
B3074
C150X12
476

17. G
-8.380.00
G
7
Teklastructures
TAVAN ISTAT E C H N I C A L O F F I C E
S G N :
A
A C
C
N A
A P P R O V E D
A P P R O V E D W I T H
C O M M E N T S
C O M M E N T E D , S U B M I T
R E V I S E D D O C U M E N T
N O T A P P R O V E D
20/06/2010
D A T E :
X
H.ALAMSHAHI
1 12-06-20101 FOR APPROVAL
REV. DATEREVISION DESCRIPTIONREV MARKNo
22.0
6.5
210_1B/7 3
mm F.W UNLESS NOTEDALL WELDS ARE
mm UNLESS NOTED
MATERIAL LIST FOR ASSEMBLY MK'D
Mark Profile Material LengthNo. Area Weight
No. Required
ALL HOLES ARE
GENERAL NOTES:
210_PB/71 103.5PL400*8 ST37 1 4120 3.4
210_PB/9 145.5PL300*15 ST37 2 4120 2.6
210_PB/97 3.5PL8*140 ST37 2 400 0.1
210_PB/101 3.5PL8*140 ST37 3 400 0.1
210_PB/120 2.2PL8*140 ST37 1 250 0.1
9.3 414.3Total
A3
SH.REISY 210_1
210
TAVAN ISTA CO.
CONSULTANT:
SHAMS OMRAN CO.
SHIAN BUILDING
[210_1B.7]ASSEMBLY DRAWING:
Structure Industry TAVAN ISTA CO.
Structure Industry
1ST 01 ASS TEKLA -
ST-ASS-01-
H.ALAMSHAHI
100
6095
6095
6095
75 75
60
240 1030 1030 1030 790
60
75
75
75
7575
75
75
75
60
75
75
75
75
60
4120
70 75 3830 75 70
7070 3260
125125
125125
95
A
A
C
C
D
D
6 * M 22 6 * M 22
210_PB/9
210_PB/9
210_PB/71 PL400*8
75
60 60
75
75
75
75
6018060
6018060
1270 2060 790
70326070
210_PB/9 BS
12 * M 27
12 * M 27
210_PB/101
210_PB/97
210_PB/101210_PB/101
210_PB/97
210_PB/120
75
75
75
180
180
2456095
54 60
10025050
6080
210_PB/9
210_PB/71 PL400*8
210_PB/92 * M 14
210_PB/120
C - C
2456095
400
80 60
300
2 * M 14
210_PB/101
210_PB/97
A - A
68
400
210_PB/101
2*D16
210_PB/97
D - D