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This document contains assembly drawings and material lists for structure 210. The drawings show the layout and connections of steel profiles, including plan and section views labeled with part numbers. Material lists provide the profile type, material, length, number required and total weight for each component. General notes specify dimensions and welding requirements. The structure is for Tavan Ista Co, designed by Shams Omran consultants.

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

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2

  • 7.
  • 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 CD 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 GG 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 BOLTPLAN 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 EC 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 EC 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 DRAWNCHECKED 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 DRAWNCHECKED 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 DRAWNCHECKED 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 CelebratingOver 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 EC 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