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BILL OF MATERIAL
Weight PCLengthNoSizeMark1
No. Required :
1C1/2MATERIAL LIST FOR ONE ASSEMBLY
GradeA/7Grid:
1East/1 0.01PL1*50 1 50ST371North/1 0.01PL1*50 1 50ST371bp/20 99.43PL30*649 1 657ST371c/1 247.28PL30*350 4 3000ST371c/2 494.55PL30*350 4 6000ST371c/3 288.49PL30*350 4 3500ST371ci/7 7.08PL10*260 6 350ST371ci/9 8.88PL10*200 2 610ST371ci/23 3.11PL10*200 2 200ST371ci/24 1.19PL10*90 2 200ST371ci/25 1.22PL10*90 2 200ST371ci/26 3.82PL10*200 1 275ST371ci/39 5.75PL8*150 4 610ST371ci/42 0.43UNP60 180 60ST371ci/47 16.27PL20*260 1 400ST371ci/48 10.30PL20*165 2 400ST371ci/61 1.30PL10*90 2 200ST371DI16/4 12.292ASSEMBLY
1DI16/5 12.941ASSEMBLY
1DI24/1 29.293ASSEMBLY
Total Weigth(Kg): 4560.19
General Notes:جھات جفرافیایي ستونھا حین مونتاژ،جھات جغرافیایي محل نصب میباشد.
جھت نصب حتما وفقط درقسمت باالي تیر عالمت زده شود.-1-2
وصلھ ستون بھ ستون درمحل برخورد مقاطع ستون بھ یکدیگر نفوذي است. -3جوش دستکھا از بالھا وجان بھ ستون نفوذي است. -4
جوش ورقھاي پیوستگي داخل چشمھ اتصاالت صلب درھرچھار وجھ نفوذي است.5--6. میلیمتر است15مقدارپاشنھ درتمام مقاطع ستونھا بھ مقدار
Legend:
ST=Stair 1ci=Part 01-For Col-Intricacy1B1=Beam And 01Th Type At Part 01
1C1=Collumns And 01 Th Type At Part 01
1ii=Part 01-For IPE Beams-Intricacy
1bi=Part 01-For Beams-Intricacy
1i=Part 01-IPE Beam
LP=Loose Part
Sections C.W.D Sections C.W.D General Notes:
General Corner Welding Dimensions For Beams&CollumnsSections Sections C.W.DC.W.D Sections C.W.D Sections C.W.D
باقي اتصاالت با بعد ھفت دھم ضخامت
ورق جوش اجرا گردد .
12PG1PG2 8
6PG3
PG5PG4 6
6
1212CSB
CSA
CSC 1210CSD
CSE 8
Rad.Engineer1395-01-26014 Rad.Engineer Rad.EngineerRad.Engineer1395-01-11013 Rad.Engineer Rad.EngineerRad.Engineer1394-10-20011 Rad.Engineer Rad.EngineerRad.Engineer1394-09-30010 Rad.Engineer Rad.Engineer
Checked By:Modeled By:Created date:REV. Phase Number: Project Manager:
FIELD:
UNIT:
SCALE:
CONSULTANT:
DRAWING TITLE:
DESCRIPTION
OWNER:mm
N.T.S
1/21C1/2
PROJECT TITLE:
PHASE :
01Project No.: R. 4PH.- 01
Structure
CONTRACTORE:
جناب آقاي شجاعي
جناب آقاي مھندس درخشنده
مجتمع مسکوني-تجاري جناب آقاي شجاعي
Front View
3370
7090 230
7320
1ci/7
3490
3490
0
230
3720BB
AA
1ci/7
1ci/7
1c/2
CSA
PL30
*350
&L=
6000
1c/3
CSA
PL30
*350
&L=
3500
1c/3
CSA
PL30
*350
&L=
3500
1c/2
CSA
PL30
*350
&L=
6000
1East/1
1DI16/5
3350
10670 223
10893DD
CC1c
/1C
SAPL
30*3
50&L
=30
00
1c/1
CSA
PL30
*350
&L=
3000
1ci/7
1ci/7
1ci/7
1DI16/4
1607
12500 1DI16/4
3600
7320
2900
6820
1c/2
CSA
PL30
*350
&L=
6000
1c/2
CSA
PL30
*350
&L=
6000
Top View37
20
3720
0
2800
3200
1bp/20
1North/1
1DI16/5
1c/1
CSA
PL30
*350
&L=
3000
1c/1
CSA
PL30
*350
&L=
3000
300
300
0
100400
1ci/42
520
3720
2003920 1DI24/1
3580
10900
1600
12500
2900
10420
1DI16/4
1DI16/4
1c/3
CSA
PL30
*350
&L=
3500
1c/3
CSA
PL30
*350
&L=
3500
500
7320
2007520 1DI24/1
480
10900
1600
12500 1DI24/1
Tekl
a st
ruct
ures
General Notes:جھات جفرافیایي ستونھا حین مونتاژ،جھات جغرافیایي محل نصب میباشد.
جھت نصب حتما وفقط درقسمت باالي تیر عالمت زده شود.-1-2
وصلھ ستون بھ ستون درمحل برخورد مقاطع ستون بھ یکدیگر نفوذي است. -3جوش دستکھا از بالھا وجان بھ ستون نفوذي است. -4
جوش ورقھاي پیوستگي داخل چشمھ اتصاالت صلب درھرچھار وجھ نفوذي است.5--6. میلیمتر است15مقدارپاشنھ درتمام مقاطع ستونھا بھ مقدار
Legend:
ST=Stair 1ci=Part 01-For Col-Intricacy1B1=Beam And 01Th Type At Part 01
1C1=Collumns And 01 Th Type At Part 01
1ii=Part 01-For IPE Beams-Intricacy
1bi=Part 01-For Beams-Intricacy
1i=Part 01-IPE Beam
LP=Loose Part
Sections C.W.D Sections C.W.D General Notes:
General Corner Welding Dimensions For Beams&CollumnsSections Sections C.W.DC.W.D Sections C.W.D Sections C.W.D
جوش باقي اتصاالت با بعد
ھفت دھم ضخامت
ورق نازکتر اجرا گردد .
CSA 12CSBCSCCSDCSE
PG1 128PG2
PG3 6PG4 6PG5 6
1212108
Rad.Engineer1395-01-26014 Rad.Engineer Rad.EngineerRad.Engineer1395-01-11013 Rad.Engineer Rad.EngineerRad.Engineer1394-10-20011 Rad.Engineer Rad.EngineerRad.Engineer1394-09-30010 Rad.Engineer Rad.Engineer
Checked By:Modeled By:Created date:REV. Phase Number: Project Manager:
FIELD:
UNIT:
SCALE:
CONSULTANT:
DRAWING TITLE:
DESCRIPTION
OWNER:mm
N.T.S
2/21C1/2
PHASE :
Project No.: R. 4PH.
PROJECT TITLE:
-01
01
Structure
CONTRACTORE:
جناب آقاي شجاعيجناب آقاي مھندس درخشنده
مجتمع مسکوني-تجاري جناب آقاي شجاعي
3D
3
2116
2149 1 68 1
3
2116 41
2149 1 68 115 1
3 166
562 22
383
377
245
244
244
241
1ci/26
1ci/61
1ci/23
1ci/25
1ci/9
1ci/39
1ci/48
1ci/47
1East/1
1ci/61
1ci/48
1ci/39
1ci/39
1ci/39
1ci/25 12*D32
A - A
2 41
2
178
1ci/23
1ci/24
181
1bp/20
1ci/9
1ci/24
115
115
1North/1
116
1475
443
410
600
205
90
90
524
1DI16/5
1DI24/1
1ci/7 BS
1ci/42
1ci/42
B - B
1475
443
410
600
205
524
1DI16/4
1DI24/1
1ci/7 BS
C - C
1475
443
410
600
205
524
1DI16/4
1DI24/1
1ci/7 BS
D - D
Tekl
a st
ruct
ures
GENERAL NOTES
جھات شمال وجنوب درستونھا،جھات جغرافیایي محل نصب میباشد. -1جھت نصب حتما وفقط درقسمت باالي تیر عالمت زده شود.2-
Legend:
ST=Stair 1ci=Part 01-For Col-Intricacy1B1=Beam And 01Th Type At Part 01
1C1=Collumns And 01 Th Type At Part 01
1ii=Part 01-For IPE Beams-Intricacy
1bi=Part 01-For Beams-Intricacy
1i=Part 01-IPE Beam
LP=Loose Part
Sections C.W.D Sections C.W.D General Notes:
General Corner Welding Dimensions For Beams&CollumnsSections Sections C.W.DC.W.D Sections C.W.D Sections C.W.D
جوش باقي اتصاالت با بعد
ھفت دھم ضخامت
ورق نازکتر اجرا گردد .
CSA 12CSBCSCCSDCSE
PG1 128PG2
PG3 6PG4 6PG5 6
1212108
Rad.Engineer1394-11-17011 Rad.Engineer Rad.EngineerRad.Engineer1394-09-30010 Rad.Engineer Rad.Engineer
Checked By:Modeled By:Created date:REV. Phase Number: Project Manager:
FIELD:
UNIT:
SCALE:
CONSULTANT:
DRAWING TITLE:
DESCRIPTION
OWNER:mm
N.T.S
1/1
PROJECT TITLE:
PHASE :
01Project No.: R. 1PH.- 01
Structure
1I16/3
CONTRACTORE:
جناب آقاي شجاعيجناب آقاي مھندس درخشنده
مجتمع مسکوني-تجاري جناب آقاي شجاعي
BILL OF MATERIAL
Weight PCLengthNoSizeMark3
No. Required :
1I16/3MATERIAL LIST FOR ONE ASSEMBLY
GradeH/3-1Grid:
1i/33 58.75IPE160 1 3725ST371ii/4 1.70PL12*60 2 300ST37
Total Weigth(Kg): 62.14
A
A
1i/33 IPE160 &L= 3725
1ii/4
1ii/4
Front View
155
0
155
145
145
3435
3580
145
3725
155
3880
Top View
3D
1i/33
A - A
Tekl
a st
ruct
ures
GENERAL NOTES
جھات شمال وجنوب درستونھا،جھات جغرافیایي محل نصب میباشد. -1جھت نصب حتما وفقط درقسمت باالي تیر عالمت زده شود.2-
Legend:
ST=Stair 1ci=Part 01-For Col-Intricacy1B1=Beam And 01Th Type At Part 01
1C1=Collumns And 01 Th Type At Part 01
1ii=Part 01-For IPE Beams-Intricacy
1bi=Part 01-For Beams-Intricacy
1i=Part 01-IPE Beam
LP=Loose Part
Sections C.W.D Sections C.W.D General Notes:
General Corner Welding Dimensions For Beams&CollumnsSections Sections C.W.DC.W.D Sections C.W.D Sections C.W.D
جوش باقي اتصاالت با بعد
ھفت دھم ضخامت
ورق نازکتر اجرا گردد .
CSA 12CSBCSCCSDCSE
PG1 128PG2
PG3 6PG4 6PG5 6
1212108
Rad.Engineer1394-09-30010 Rad.Engineer Rad.EngineerChecked By:Modeled By:Created date:REV. Phase Number: Project Manager:
FIELD:
UNIT:
SCALE:
CONSULTANT:
DRAWING TITLE:
DESCRIPTION
OWNER:mm
N.T.S
1/1
PROJECT TITLE:
PHASE :
01Project No.: R. 0PH.- 01
Structure
1I20/16
CONTRACTORE:
جناب آقاي شجاعيجناب آقاي مھندس درخشنده
مجتمع مسکوني-تجاري جناب آقاي شجاعي
BILL OF MATERIAL
Weight PCLengthNoSizeMark1
No. Required :
1I20/16MATERIAL LIST FOR ONE ASSEMBLY
GradeE-F/6-6aGrid:
1i/17 81.23IPE200 1 3631ST37
Total Weigth(Kg): 81.23
A
A
1i/17 IPE200 &L= 3631
Front View
30
Top View
3D
1i/17
A - A
Tekl
a st
ruct
ures
GENERAL NOTES
جھات شمال وجنوب درستونھا،جھات جغرافیایي محل نصب میباشد. -1جھت نصب حتما وفقط درقسمت باالي تیر عالمت زده شود.2-
Legend:
ST=Stair 1ci=Part 01-For Col-Intricacy1B1=Beam And 01Th Type At Part 01
1C1=Collumns And 01 Th Type At Part 01
1ii=Part 01-For IPE Beams-Intricacy
1bi=Part 01-For Beams-Intricacy
1i=Part 01-IPE Beam
LP=Loose Part
Sections C.W.D Sections C.W.D General Notes:
General Corner Welding Dimensions For Beams&CollumnsSections Sections C.W.DC.W.D Sections C.W.D Sections C.W.D
جوش باقي اتصاالت با بعد
ھفت دھم ضخامت
ورق نازکتر اجرا گردد .
CSA 12CSBCSCCSDCSE
PG1 128PG2
PG3 6PG4 6PG5 6
1212108
Rad.Engineer1395-03-08010 Rad.Engineer Rad.EngineerChecked By:Modeled By:Created date:REV. Phase Number: Project Manager:
FIELD:
UNIT:
SCALE:
CONSULTANT:
DRAWING TITLE:
DESCRIPTION
OWNER:mm
N.T.S
1/1
PROJECT TITLE:
PHASE :
01Project No.: R. 0PH.- 01
Structure
1LPFTPG3/2
CONTRACTORE:
جناب آقاي شجاعيجناب آقاي مھندس درخشنده
مجتمع مسکوني-تجاري جناب آقاي شجاعي
BILL OF MATERIAL
Weight PCLengthNoSizeMark2
No. Required :
1LPFTPG3/2MATERIAL LIST FOR ONE ASSEMBLY
GradeE1/6Grid:
1lp/30 2.94PL25*150 1 100ST37
Total Weigth(Kg): 2.94
1lp/
30P
LFTP
G3
PL2
5*15
0&
L=10
0
Front View
1lp/
30P
LFTP
G3
PL2
5*15
0&
L=10
0
Top View
3D
Tekl
a st
ruct
ures
GENERAL NOTES
جھات شمال وجنوب درستونھا،جھات جغرافیایي محل نصب میباشد. -1جھت نصب حتما وفقط درقسمت باالي تیر عالمت زده شود.2-
Legend:
ST=Stair 1ci=Part 01-For Col-Intricacy1B1=Beam And 01Th Type At Part 01
1C1=Collumns And 01 Th Type At Part 01
1ii=Part 01-For IPE Beams-Intricacy
1bi=Part 01-For Beams-Intricacy
1i=Part 01-IPE Beam
LP=Loose Part
Sections C.W.D Sections C.W.D General Notes:
General Corner Welding Dimensions For Beams&CollumnsSections Sections C.W.DC.W.D Sections C.W.D Sections C.W.D
جوش باقي اتصاالت با بعد
ھفت دھم ضخامت
ورق نازکتر اجرا گردد .
CSA 12CSBCSCCSDCSE
PG1 128PG2
PG3 6PG4 6PG5 6
1212108
Rad.Engineer1394-09-30010 Rad.Engineer Rad.EngineerChecked By:Modeled By:Created date:REV. Phase Number: Project Manager:
FIELD:
UNIT:
SCALE:
CONSULTANT:
DRAWING TITLE:
DESCRIPTION
OWNER:mm
N.T.S
1/1
PROJECT TITLE:
PHASE :
01Project No.: R. 0PH.- 01
Structure
1PG4/9
CONTRACTORE:
جناب آقاي شجاعيجناب آقاي مھندس درخشنده
مجتمع مسکوني-تجاري جناب آقاي شجاعي
BILL OF MATERIAL
Weight PCLengthNoSizeMark2
No. Required :
1PG4/9MATERIAL LIST FOR ONE ASSEMBLY
GradeD-E/6-5Grid:
1b/3 76.62PL15*150 2 4338ST371b/22 81.72PL8*300 1 4338ST371bi/4 1.97PL12*71 4 300ST371bi/13 9.42PL25*120 2 400ST37
Total Weigth(Kg): 261.67
A
A
1b/3 PL15*150 &L= 4338
1b/3 PL15*150 &L= 4338
1b/22 PL8*300 &L= 4338
1bi/13 1bi/13
Front View
6868
1174
1174
0 20
1194
1948
3142
20
3162
1175 4338
68
205
0
205
195
195
944
1139
20
1159
1948
3107
20
3127
1016
4143
195
4338
205
4543
1bi/4
1bi/4
1bi/4
1bi/4
Top View
3D
PL8*300
PL15*150
PL15*150
1bi/4
1bi/4
A - A
Tekl
a st
ruct
ures
GENERAL NOTES
جھات شمال وجنوب درستونھا،جھات جغرافیایي محل نصب میباشد. -1جھت نصب حتما وفقط درقسمت باالي تیر عالمت زده شود.2-
Legend:
ST=Stair 1ci=Part 01-For Col-Intricacy1B1=Beam And 01Th Type At Part 01
1C1=Collumns And 01 Th Type At Part 01
1ii=Part 01-For IPE Beams-Intricacy
1bi=Part 01-For Beams-Intricacy
1i=Part 01-IPE Beam
LP=Loose Part
Sections C.W.D Sections C.W.D General Notes:
General Corner Welding Dimensions For Beams&CollumnsSections Sections C.W.DC.W.D Sections C.W.D Sections C.W.D
جوش باقي اتصاالت با بعد
ھفت دھم ضخامت
ورق نازکتر اجرا گردد .
CSA 12CSBCSCCSDCSE
PG1 128PG2
PG3 6PG4 6PG5 6
1212108
Rad.Engineer1394-09-30010 Rad.Engineer Rad.EngineerChecked By:Modeled By:Created date:REV. Phase Number: Project Manager:
FIELD:
UNIT:
SCALE:
CONSULTANT:
DRAWING TITLE:
DESCRIPTION
OWNER:mm
N.T.S
1/1
PROJECT TITLE:
PHASE :
01Project No.: R. 0PH.- 01
Structure
1ST/2
CONTRACTORE:
جناب آقاي شجاعيجناب آقاي مھندس درخشنده
مجتمع مسکوني-تجاري جناب آقاي شجاعي
BILL OF MATERIAL
Weight PCLengthNoSizeMark6
No. Required :
1ST/2MATERIAL LIST FOR ONE ASSEMBLY
GradeG-H/3-2Grid:
1st/1 28.87IPE200 1 1290ST371st/2 79.51IPE200 1 3554ST371st/3 23.04IPE200 1 1030ST371sti/1 0.94PL8*100 2 150ST37
Total Weigth(Kg): 133.31
5265
5564
1030 3000 1235
4602
4363
1800
1st/1 IPE200 &L= 1290
1st/3 IPE200 &L= 1030 1sti/1
1sti/1
1st/2 IPE200 &L= 3554
Front View
3D
1290
55 1st/1
Front View
1030
55
1st/3
Front View
3499
55
3499
551st/2
Front View
توجھ: جوش ستونک بھ بیس ھاي باال و پایین بھ صورت نفوذي است، لذا الزم است کھ ھردوسر گوشت ستونکھا بھ صورت کونیک شده
اجرا شود تا درمحل نصب جوش نفوذي تکمیلي اجرا شود.
Tekl
a st
ruct
ures
GENERAL NOTES
جھات شمال وجنوب درستونھا،جھات جغرافیایي محل نصب میباشد. -1جھت نصب حتما وفقط درقسمت باالي تیر عالمت زده شود.2-
Legend:
ST=Stair 1ci=Part 01-For Col-Intricacy1B1=Beam And 01Th Type At Part 01
1C1=Collumns And 01 Th Type At Part 01
1ii=Part 01-For IPE Beams-Intricacy
1bi=Part 01-For Beams-Intricacy
1i=Part 01-IPE Beam
LP=Loose Part
Sections C.W.D Sections C.W.D General Notes:
General Corner Welding Dimensions For Beams&CollumnsSections Sections C.W.DC.W.D Sections C.W.D Sections C.W.D
جوش باقي اتصاالت با بعد
ھفت دھم ضخامت
ورق نازکتر اجرا گردد .
CSA 12CSBCSCCSDCSE
PG1 128PG2
PG3 6PG4 6PG5 6
1212108
Rad.Engineer1395-02-30020 Rad.Engineer Rad.EngineerChecked By:Modeled By:Created date:REV. Phase Number: Project Manager:
FIELD:
UNIT:
SCALE:
CONSULTANT:
DRAWING TITLE:
DESCRIPTION
OWNER:mm
N.T.S
1/1
PROJECT TITLE:
PHASE :
02Project No.: R. 0PH.- 02
Structure
2PD/9
CONTRACTORE:
جناب آقاي شجاعيجناب آقاي مھندس درخشنده
مجتمع مسکوني-تجاري جناب آقاي شجاعي
BILL OF MATERIAL
Weight PCLengthNoSizeMark1
No. Required :
2PD/9MATERIAL LIST FOR ONE ASSEMBLY
GradeC-D/8Grid:
2East/1 0.01PL1*50 1 50ST372North/1 0.01PL1*50 1 50ST372pd/2 267.06PL30*350 4 3240ST372pdi/2 37.13PL20*550 1 430ST372pdi/4 1.57PL10*200 2 100ST372pdi/7 9.53PL10*350 2 350ST372pdi/11 3.01L100*10 2 200ST37
Total Weigth(Kg): 1133.62
1660
1660
0
1600
3260
2East/1
2pdi/11
2pdi/2
2pdi/11
2pdi/7
BB
AA
2pd/
2C
SA
PL3
0*35
0&
L=32
40
2pd/
2C
SA
PL3
0*35
0&
L=32
40
Front View
1310
1310
0
350
1660
1580
324020
3260
2North/1
2pdi/2
2pdi/4
2pd/
2C
SA
PL3
0*35
0&
L=32
40
2pd/
2C
SA
PL3
0*35
0&
L=32
40
2pdi/7
Top View
3D
2North/1
2East/1
A - A
210
1020
0
100 170 10 170 100
2pdi/4
2pdi/4
2pdi/7
2pdi/11
2pdi/2
2pdi/11
2pdi/7
B - B
Tekl
a st
ruct
ures
GENERAL NOTES
جھات شمال وجنوب درستونھا،جھات جغرافیایي محل نصب میباشد. -1جھت نصب حتما وفقط درقسمت باالي تیر عالمت زده شود.2-
Legend:
ST=Stair 1ci=Part 01-For Col-Intricacy1B1=Beam And 01Th Type At Part 01
1C1=Collumns And 01 Th Type At Part 01
1ii=Part 01-For IPE Beams-Intricacy
1bi=Part 01-For Beams-Intricacy
1i=Part 01-IPE Beam
LP=Loose Part
Sections C.W.D Sections C.W.D General Notes:
General Corner Welding Dimensions For Beams&CollumnsSections Sections C.W.DC.W.D Sections C.W.D Sections C.W.D
جوش باقي اتصاالت با بعد
ھفت دھم ضخامت
ورق نازکتر اجرا گردد .
CSA 12CSBCSCCSDCSE
PG1 128PG2
PG3 6PG4 6PG5 6
1212108
Rad.Engineer1395-02-30020 Rad.Engineer Rad.EngineerChecked By:Modeled By:Created date:REV. Phase Number: Project Manager:
FIELD:
UNIT:
SCALE:
CONSULTANT:
DRAWING TITLE:
DESCRIPTION
OWNER:mm
N.T.S
1/1
PROJECT TITLE:
PHASE :
02Project No.: R. 0PH.- 02
Structure
2ST/2
CONTRACTORE:
جناب آقاي شجاعيجناب آقاي مھندس درخشنده
مجتمع مسکوني-تجاري جناب آقاي شجاعي
BILL OF MATERIAL
Weight PCLengthNoSizeMark4
No. Required :
2ST/2MATERIAL LIST FOR ONE ASSEMBLY
GradeG-H/2-1Grid:
2st/2 20.92IPE200 1 935ST372st/4 79.51IPE200 1 3554ST372st/5 30.66IPE200 1 1370ST372sti/1 0.94PL8*100 2 150ST37
Total Weigth(Kg): 132.97
4675
4277
5550
1800
5250
1315 3000 935
2st/5 IPE200 &L= 1370
2st/2 IPE200 &L= 9352sti/1
2sti/1
2st/4IPE200 &L= 3554
Front View
3D
1370
55
2st/5
Front View
935
55
2st/2
Front View
3499
55
3499
55 2st/4
Front View
Tekl
a st
ruct
ures
GENERAL NOTES
جھات شمال وجنوب درستونھا،جھات جغرافیایي محل نصب میباشد. -1جھت نصب حتما وفقط درقسمت باالي تیر عالمت زده شود.2-
Legend:
ST=Stair 1ci=Part 01-For Col-Intricacy1B1=Beam And 01Th Type At Part 01
1C1=Collumns And 01 Th Type At Part 01
1ii=Part 01-For IPE Beams-Intricacy
1bi=Part 01-For Beams-Intricacy
1i=Part 01-IPE Beam
LP=Loose Part
Sections C.W.D Sections C.W.D General Notes:
General Corner Welding Dimensions For Beams&CollumnsSections Sections C.W.DC.W.D Sections C.W.D Sections C.W.D
جوش باقي اتصاالت با بعد
ھفت دھم ضخامت
ورق نازکتر اجرا گردد .
CSA 12CSBCSCCSDCSE
PG1 128PG2
PG3 6PG4 6PG5 6
1212108
Rad.Engineer1395-02-30020 Rad.Engineer Rad.EngineerChecked By:Modeled By:Created date:REV. Phase Number: Project Manager:
FIELD:
UNIT:
SCALE:
CONSULTANT:
DRAWING TITLE:
DESCRIPTION
OWNER:mm
N.T.S
1/1
PROJECT TITLE:
PHASE :
02Project No.: R. 0PH.- 02
Structure
2VBR/5
CONTRACTORE:
جناب آقاي شجاعيجناب آقاي مھندس درخشنده
مجتمع مسکوني-تجاري جناب آقاي شجاعي
BILL OF MATERIAL
Weight PCLengthNoSizeMark4
No. Required :
2VBR/5MATERIAL LIST FOR ONE ASSEMBLY
GradeC-D/8-7Grid:
2vbr/5 16.84UNP100 2 1589ST372vbr/6 7.33UNP100 2 692ST372vbr/7 8.07UNP100 2 762ST372vbri/2 6.28PL10*200 1 400ST37
Total Weigth(Kg): 70.76
2vbri/2
2vbr/5 UNP100 &L= 1589
2vbr/6
UNP100 &L= 692
2vbr/7
UNP100 &L= 762
2vbr/7
UNP100 &L= 762
2vbr/6
UNP100 &L= 692
2vbr/5 UNP100 &L= 1589
Front View
3D
Rad.Engineer1395-02-30020 Rad.Engineer Rad.EngineerChecked By:Modeled By:Created date:REV. Phase Number: Project Manager:
FIELD:
UNIT:
SCALE:
CONSULTANT:
DRAWING TITLE:
DESCRIPTION
OWNER:mm
N.T.S
1/2
PROJECT TITLE:
PHASE :
02Project No.: R. 0PH.- 02
Structure
Collumns'S Key Plan For 02Th Part&Splices'S Key Plan
CONTRACTORE:
مجتمع مسکوني-تجاري جناب آقاي شجاعي
جناب آقاي شجاعيجناب آقاي مھندس درخشنده
1
2
3
4
5
6a
6
7
8
HGFE1EDCBA
PLAN +3.201:100
Ass.Pos 2C9/1
W(Kg) 2783
Ass.Pos 2C1/3
W(Kg) 2414
Ass.Pos 2C1/1
W(Kg) 2353
Ass.Pos 2C3/1
W(Kg) 1100
Ass.Pos 2C1/2
W(Kg) 2512
Ass.Pos 2C4/1
W(Kg) 3560
Ass.Pos 2C8/3
W(Kg) 2169
Ass.Pos 2C8/1
W(Kg) 1997
Ass.Pos 2C2/2
W(Kg) 1594
Ass.Pos 2C5/1
W(Kg) 3459
Ass.Pos 2C2/1
W(Kg) 1352
Ass.Pos 2C6/1
W(Kg) 2543
Ass.Pos 2C10/1
W(Kg) 2878
Ass.Pos 2C8/2
W(Kg) 1016
Ass.Pos 2C13/1
W(Kg) 2382
Ass.Pos 2C13/2
W(Kg) 2229
Ass.Pos 2C15/2
W(Kg) 2078
Ass.Pos 2C14/1
W(Kg) 2070
Ass.Pos 2C9/2
W(Kg) 2352
Ass.Pos 2C15/1
W(Kg) 2051
Tekl
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ures
Rad.Engineer1395-02-30020 Rad.Engineer Rad.EngineerChecked By:Modeled By:Created date:REV. Phase Number: Project Manager:
FIELD:
UNIT:
SCALE:
CONSULTANT:
DRAWING TITLE:
DESCRIPTION
OWNER:mm
N.T.S
2/2
PROJECT TITLE:
PHASE :
02Project No.: R. 0PH.- 02
Structure
Collumns'S Key Plan For 02Th Part&Splices'S Key Plan
CONTRACTORE:
جناب آقاي شجاعيجناب آقاي مھندس درخشنده
مجتمع مسکوني-تجاري جناب آقاي شجاعي
1
2
3
4
5
6a
6
7
8
HGFE1EDCBA
1:100
توجھ: کدھاي اسپالیسھا، کدھاي سینگل پارت میباشد.
2sp/1
2sp/2
2sp/3 2sp/1
2sp/1
2sp/1
2sp/2
2sp/3
2sp/3
2sp/3
2sp/3
2sp/3
2sp/2
2sp/22sp/2
2sp/2
2sp/2
2sp/2
2sp/2
2sp/2 2sp/2
2sp/2
2sp/2
2sp/2
2sp/32sp/3 2sp/3
2sp/3
2sp/22sp/2 2sp/2
2sp/2
2sp/3
2sp/3 2sp/3
2sp/1
2sp/3
2sp/3
2sp/12sp/1
2sp/1
2sp/12sp/1
2sp/1
2sp/22sp/2
2sp/2
2sp/1
2sp/1
2sp/1
2sp/1
2sp/1
2sp/2 2sp/2
2sp/2
2sp/1
2sp/1
2sp/1
2sp/1
2sp/3
2sp/32sp/3 2sp/3
2sp/3
2sp/32sp/3 2sp/3
2sp/3
2sp/3
2sp/3
2sp/3
2sp/3
2sp/3
2sp/3
2sp/3
2sp/3
2sp/3
2sp/3 2sp/3
2sp/3
Rad.Engineer1395-02-30020 Rad.Engineer Rad.EngineerChecked By:Modeled By:Created date:REV. Phase Number: Project Manager:
FIELD:
UNIT:
SCALE:
CONSULTANT:
DRAWING TITLE:
DESCRIPTION
OWNER:mm
N.T.S
1/2
PROJECT TITLE:
PHASE :
02Project No.: R. 0PH.- 02
Structure
Plan +3.20&Stair Key Plan&Swimming Pool
CONTRACTORE:
مجتمع مسکوني-تجاري جناب آقاي شجاعي
جناب آقاي شجاعيجناب آقاي مھندس درخشنده
E
E
D
D
C C
B B
1
2
3
4
5
6a
6
7
8
HGFE1EDCBA
PLAN +3.201:100
A
A
1 2 3
A - A1:125
-11.14
-12.34
-7.42
-3.82
0.00-0.24
+14.00
+13.20
+12.16
+10.40
+6.80
+3.20+6.80
+3.20
CBA
B - B1:125
+6.80
+3.20
CBA
C - C1:125
800 1870 1870 1870 1930
2PG5/10 2I20/3
1600
1930
2PG4
/22
2I16/1
2PD/1
1600
1870 1870
2PD/12
2PD/1
285415
1600
2PG1
/6
800
2PG5
/28
2PD/6
2PD/10
2PD/11
285415
8002PG5/2
1
2PD/7
2PD/122PG 1/2
1870
2PG 1/4
2PG5/19
2PD/1
2I18/8
2PG5/2
0
2PG5
/27
2I18/7
1600
2PG1
/5
2I18/11
2I18/11
2PG4
/12
800
2PD/9 2PG1/3
2PD/10
2PD/11
2PG1/1
2PD/8
2I20/5
2PG4/3
2I20/2
2I20/16
2I24/1
2PG4/2
2PG4/9
2PG4
/232P
G4/24
2PG2/3
2PG4/252P
G4/11
2PG2/5
2PG2
/1
2PG4/26
2I24/2
2PG5/9
2PG4
/31
2I27/1
2PG4/10
2I27/1
2PG3/1
2PG4
/42P
G4/5
2I20/3
2PG5
/232P
G5/22
2I20/3
2I20/3
2I20/3
2PG5/26
2PG5
/3
2PG5
/36
2PG5/42
2ST/
1
2ST/
1
2I16/2
2PG5
/6
2PG5/24
1640
2ST/32ST/3
1800 1ST/3
1920
300
1200
1800
1I20/20 1ST/21ST/2
1ST/11ST/5
1780
1200
1200
1ST/4
1800
1I20/20
1800
1I20/20
1ST/3
1ST/21ST/2
1ST/21ST/2
1ST/4
1800
2ST/2
1800
1200
1200
2ST/22ST/2
1800
2I20/17
1800
2I20/18
2ST/12ST/1
2ST/12ST/1
2ST/2
1760
1200
1800
2I20/18
1560
2ST/12ST/1
1600
2PD/
13
2PD/
5
2VBR/1
2PD/
3
2PD/
4
2PD/
3
2PD/
3
2PD/
3
2000
2VBR/12C
1/1
2PD/
6 2PG5/15
2PD/
12
2PG4/6
2PG5/39
2VBR/42C
1/2
2VBR/1
2PD/
12 2PD/
9
2PG5/29
1600
2PG5/40
2VBR/1
2PD/
2
2PD/
2
2PD/
2
2PD/
14
2PD/
2
2PD/
2
2PD/
2
2PD/
2
2000 2P
D/7
2C1/3
2PD/
1
2VBR/1
2PG 1/4
2PD/
1
2PD/
1
2VBR/1
2PD/
8
2VBR/4
2PG5/32
Tekl
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ruct
ures
Rad.Engineer1395-02-30020 Rad.Engineer Rad.EngineerChecked By:Modeled By:Created date:REV. Phase Number: Project Manager:
FIELD:
UNIT:
SCALE:
CONSULTANT:
DRAWING TITLE:
DESCRIPTION
OWNER:mm
N.T.S
2/2
PROJECT TITLE:
PHASE :
02Project No.: R. 0PH.- 02
Structure
Plan +3.20&Stair Key Plan&Swimming Pool
CONTRACTORE:
جناب آقاي شجاعيجناب آقاي مھندس درخشنده
مجتمع مسکوني-تجاري جناب آقاي شجاعي
1
2
3
4
5
6a
6
7
8
HGFE1EDCBA
1:100
FF
+6.80
+3.20
D - D1:125
6 7 8
+6.80
+3.20
6 7 8
E - E1:125
A
C
6 7 8
B
F - F1:125
7 8
C
B
A
-1:125
توجھ: کدھاي لوزپارتھا، کدھاي سینگل پارت میباشد.
2lp/14
2lp/17
2lp/14
2lp/42lp/3
2lp/32lp/3
2lp/17
2lp/32lp/5
2lp/16
2lp/29
2lp/33
2lp/332lp/33
2lp/292lp/29
2lp/29
2lp/33
2lp/29
2lp/33
2lp/30
2lp/332lp/33
2lp/15
2lp/16
2lp/3
2lp/242lp/1
2lp/5
2lp/52lp/30
2lp/30
2lp/33
2lp/33
2lp/292lp/33
2lp/33
2lp/29
2lp/30
2lp/31
2lp/33 2lp/33
2lp/30
2lp/29
2lp/3
2lp/1
2lp/242lp/1
2lp/5
2lp/52lp/25
2lp/33
2lp/322lp/33
2lp/32
2lp/33
2lp/292lp/332lp/33
2lp/15
2lp/3
2lp/3
2lp/3
2lp/3 2lp/24
2lp/25
2lp/33
2lp/29
2lp/302lp/33
2lp/33
2lp/302lp/33 2lp/33
2lp/30
2lp/312lp/33 2lp/33
2lp/15
2lp/16
2lp/5
2lp/1
2lp/5
2lp/29
2lp/33
2lp/29
2lp/7
2lp/15
2lp/7
2lp/7
2lp/7
2lp/7
2lp/72lp/7
2lp/72lp/15
2lp/3
2lp/5
2lp/12lp/1
2lp/11
2lp/21
2lp/10
2lp/21
2lp/7
2lp/21
2lp/10
2lp/14
2lp/21
2lp/3
2lp/172lp/17
2lp/17
2lp/6
2lp/3
2lp/8
2lp/16
2lp/8
2lp/3
2lp/3
2lp/7
2lp/17 2lp/17
2lp/7
2lp/3 2lp/3
2lp/8
2lp/8
2lp/17
2lp/17
2lp/3
2lp/3
2lp/6
2lp/3
2lp/3
2lp/7
2lp/17 2lp/3
2lp/32lp/3
2lp/9
2lp/4
2lp/7
2lp/32lp/3
2lp/4 2lp/3
2lp/17 2lp/17
2lp/17
2lp/7 2lp/17
2lp/3
2lp/3
2lp/11
2lp/16
2lp/3
2lp/3
2lp/3
2lp/17
2lp/17
2lp/17
2lp/3
2lp/32lp/3
2lp/3
2lp/3
2lp/17
2lp/3
2lp/17
2000
1600
2PG1/6
2VBR/5
2VBR/8
2PG 5/16
2PD/
16
2PD/
16
2PD/
16
2PD/
7
2VBR/5
2PD/
11
2PD/
10
2PG5/17
2PD/
16
2PD/
6
2000
2PG1/5
2PD/
9
2PD/
8
2PD/
10
2VBR/5
2VBR/8
2VBR/5
2PG5/31
2PD/
16
1600
2PD/
11
2PD/
16
2PG5/41
2PD/
16
2PD/
16
2I27/2
2I18/2
2I18/2
2I18/3
2I18/2
2I18/2
2I18/2
2I18/2
2I18/2
2I27/2
2I27/2
2I18/3
2I18/3
2I18/3
2I18/2
2I18/2
2I18/2
2I18/2
2I18/2
2I18/2
2I18/2
2I18/2
2I18/1
2I18/2
2I18/2
2I18/2
2I18/2
2I18/2
2I18/2
2I18/2
2I18/2
2I18/2
2I27/3
2I27/2
2I27/2
2I18/1
2I27/2
2I18/1
2I18/1
2lp/33
2lp/33
2lp/33
2lp/33
2lp/33
2lp/33
2lp/33
2lp/15
2lp/92lp/18
2lp/82lp/8
2lp/82lp/8
2lp/8
2lp/7
2lp/332lp/332lp/33
2lp/33
2lp/33
2lp/152lp/152lp/8
2lp/8
2lp/152lp/15
2lp/8
2lp/9
2lp/18
2lp/7
2lp/15 2lp/15 2lp/15 2lp/15
2lp/33
2lp/33
2lp/332lp/33
2lp/15
2lp/15
2lp/33
2lp/15
2lp/15
2lp/15
2lp/15
2lp/15
2lp/15
2lp/8
2lp/8
2lp/8
2lp/8
2lp/182lp/9
2lp/92lp/18
2lp/33
2lp/33
2lp/33
2lp/152lp/15
2lp/33
2lp/33
2lp/33
2lp/18
2lp/9
2lp/33
2lp/33
2lp/18
2lp/182lp/9
2lp/92lp/18
Rad.Engineer1395-02-30020 Rad.Engineer Rad.EngineerChecked By:Modeled By:Created date:REV. Phase Number: Project Manager:
FIELD:
UNIT:
SCALE:
CONSULTANT:
DRAWING TITLE:
DESCRIPTION
OWNER:mm
N.T.S
1/2
PROJECT TITLE:
PHASE :
02Project No.: R. 0PH.- 02
Structure
Plan +6.80
CONTRACTORE:
مجتمع مسکوني-تجاري جناب آقاي شجاعي
جناب آقاي شجاعيجناب آقاي مھندس درخشنده
1
2
3
4
5
6a
6
7
8
HGFE1EDCBA
PLAN +6.801:100
2PG
4/27
2PG4/7
2PG5/32
2I18/14
2PG
5/31
2I18/9
2PG
5/16
2PG
5/28
2PG4/6
2PG5/2
1 2PG5/18
2I18
/6
2I18
/6
2I18
/6
2PG5/4
6
2PG5/29
2I18/9
2PG
4/23
2PG
4/23
2I18
/6
2I18
/6
2I18
/10
2I18
/6
2PG
5/11
2I18/13
2PG5/30
2PG4/2
2PG4/9
2PG4/21
2PG
4/15
2PG4/30
2PG
4/18
2I27/1
2I20/3
2I20/32P
G4/
14
2I27/1
2PG4/10
2I20/5
2I20/2
2PG
4/4
2PG3/2
2PG
4/1
2PG
5/35
2I20/3
2I20/3
2I20/3
2PG5/26
2PG5/9 2PG5/42
2PG5/24
2PG4/29 2PG
4/5
2I20/6
2PG5/34
2PG5/10
2I24
/2
2PG
5/3
2PG
5/36
2ST/
1
2I24/4
2PG
5/38
2ST/
1
2PG
5/6
Tekl
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ruct
ures
Rad.Engineer1395-02-30020 Rad.Engineer Rad.EngineerChecked By:Modeled By:Created date:REV. Phase Number: Project Manager:
FIELD:
UNIT:
SCALE:
CONSULTANT:
DRAWING TITLE:
DESCRIPTION
OWNER:mm
N.T.S
2/2
PROJECT TITLE:
PHASE :
02Project No.: R. 0PH.- 02
Structure
Plan +6.80
CONTRACTORE:
جناب آقاي شجاعيجناب آقاي مھندس درخشنده
مجتمع مسکوني-تجاري جناب آقاي شجاعي
1
2
3
4
5
6a
6
7
8
HGFE1EDCBA
1:100
توجھ: کدھاي لوزپارتھا، کدھاي سینگل پارت میباشد.
2lp/7
2lp/14
2lp/17
2lp/3
2lp/3
2lp/32lp/3
2lp/3
2lp/16
2lp/16
2lp/15
2lp/3
2lp/15
2lp/19
2lp/7
2lp/23 2lp/15 2lp/15 2lp/15
2lp/3
2lp/3
2lp/3
2lp/3
2lp/22 2lp/222lp/22
2lp/222lp/72lp/20
2lp/15
2lp/15
2lp/15
2lp/3
2lp/192lp/15
2lp/3
2lp/3
2lp/3
2lp/232lp/15 2lp/15
2lp/15
2lp/15
2lp/3
2lp/7
2lp/3 2lp/23
2lp/22
2lp/7
2lp/7
2lp/7 2lp/7
2lp/7
2lp/7
2lp/72lp/7
2lp/15
2lp/15
2lp/3
2lp/3
2lp/72lp/15
2lp/182lp/13
2lp/19
2lp/15
2lp/152lp/15 2lp/7
2lp/3
2lp/14
2lp/3
2lp/14
2lp/142lp/3
2lp/7
2lp/3
2lp/17
2lp/3
2lp/3
2lp/3
2lp/7
2lp/62lp/3
2lp/8
2lp/8
2lp/32lp/3
2lp/8
2lp/8
2lp/3
2lp/3
2lp/17 2lp/17
2lp/17
2lp/3
2lp/6
2lp/17 2lp/17
2lp/17
2lp/17
2lp/3
2lp/3 2lp/7
2lp/172lp/17
2lp/17
2lp/3
2lp/3
2lp/92lp/4
2lp/3
2lp/3
2lp/3
2lp/9
2lp/7
2lp/4
2lp/3
2lp/3
2lp/3
2lp/172lp/17
2lp/17
2lp/72lp/17
2lp/3
2lp/3
2lp/3
2lp/17
2lp/3
2lp/17
2lp/17
2lp/17
2lp/3
2lp/32lp/3
2lp/3
2lp/3
2lp/3
Rad.Engineer1395-02-30020 Rad.Engineer Rad.EngineerChecked By:Modeled By:Created date:REV. Phase Number: Project Manager:
FIELD:
UNIT:
SCALE:
CONSULTANT:
DRAWING TITLE:
DESCRIPTION
OWNER:mm
N.T.S
1/2
PROJECT TITLE:
PHASE :
02Project No.: R. 0PH.- 02
Structure
Plan +10.40
CONTRACTORE:
مجتمع مسکوني-تجاري جناب آقاي شجاعي
جناب آقاي شجاعيجناب آقاي مھندس درخشنده
1
2
3
4
5
6a
6
7
8
HGFE1EDCBA
PLAN +10.401:100
2PG
4/28
2PG3/3
2I20/9
2PG5/33
2PG
5/1
2I20
/15
2PG2/2
2I20/1
4
2PG5/12 2PG5/47
2PG4/13
2PG4/19
2PG4/302P
G4/
15 2PG
4/18
2I20/3
2I20/3
2I20/10
2I20/8
2PG
4/8
2PG3/2
2PG
5/37
2I20/26
2I20/262I20/19
2I20/20
2I20/25
2PG 5/8
2PG5/44 2PG5/43
2PG4/29
2I20
/23
2I20
/24
2I20/27
2I20/6
2PG5/14
2PG5/45
2I16
/3
2I20
/23
2I20
/21
2I20/27
2I20
/22
2I20
/22
2I20/27
2I20/27
2PG
5/2
2PG
5/3
2PG
5/36
2ST/
1
2I20/11
2I20/26
2I20/26
2I20
/21
2I20
/24 2P
G5/
38
2ST/
1
2PG
5/6
2I16/4
Tekl
a st
ruct
ures
Rad.Engineer1395-02-30020 Rad.Engineer Rad.EngineerChecked By:Modeled By:Created date:REV. Phase Number: Project Manager:
FIELD:
UNIT:
SCALE:
CONSULTANT:
DRAWING TITLE:
DESCRIPTION
OWNER:mm
N.T.S
2/2
PROJECT TITLE:
PHASE :
02Project No.: R. 0PH.- 02
Structure
Plan +10.40
CONTRACTORE:
جناب آقاي شجاعيجناب آقاي مھندس درخشنده
مجتمع مسکوني-تجاري جناب آقاي شجاعي
1
2
3
4
5
6a
6
7
8
HGFE1EDCBA
1:100
توجھ: کدھاي لوزپارتھا، کدھاي سینگل پارت میباشد.
2lp/7
2lp/7
2lp/17
2lp/14
2lp/17
2lp/3
2lp/3
2lp/6
2lp/17
2lp/3
2lp/17
2lp/17
2lp/7
2lp/172lp/3
2lp/3
2lp/21
2lp/17
2lp/14
2lp/14
2lp/7
2lp/17
2lp/14
2lp/3 2lp/14
2lp/3
2lp/7
2lp/3
2lp/14
2lp/3
2lp/3
2lp/3
2lp/172lp/17
2lp/17
2lp/6
2lp/62lp/7
2lp/17
2lp/3
2lp/6
2lp/17 2lp/17 2lp/17
2lp/17
2lp/17
2lp/172lp/17
2lp/17
2lp/17
2lp/17
2lp/11
2lp/7
2lp/17
2lp/17
2lp/3
2lp/17
2lp/3
2lp/3
2lp/3
2lp/7
2lp/17
2lp/17
2lp/17
2lp/172lp/17
2lp/3
2lp/32lp/3
2lp/7
2lp/17
2lp/17
2lp/17
2lp/17
2lp/17
2lp/17 2lp/17
2lp/17 2lp/172lp/17
2lp/172lp/17
2lp/172lp/17
2lp/172lp/17
2lp/3
2lp/2
2lp/3
2lp/3
2lp/17
2lp/17
2lp/172lp/17
2lp/172lp/17
2lp/172lp/17
2lp/3
2lp/3
2lp/3
2lp/17
2lp/17
2lp/17
2lp/3
2lp/3
2lp/11
2lp/3
Rad.Engineer1395-02-30020 Rad.Engineer Rad.EngineerChecked By:Modeled By:Created date:REV. Phase Number: Project Manager:
FIELD:
UNIT:
SCALE:
CONSULTANT:
DRAWING TITLE:
DESCRIPTION
OWNER:mm
N.T.S
1/2
PROJECT TITLE:
PHASE :
02Project No.: R. 0PH.- 02
Structure
Plan +13.20&+14.00
CONTRACTORE:
مجتمع مسکوني-تجاري جناب آقاي شجاعي
جناب آقاي شجاعيجناب آقاي مھندس درخشنده
1
2
3
HGFPLAN +13.20
1:100
1
2
3
HGF
1:100
توجھ: کدھاي لوزپارتھا، کدھاي سینگل پارت میباشد.
2PG
5/3 2P
G5/
5
2I16/5
2PG5/13
2PG5/7
2I20
/1
2I16/5
2I20/4
2lp/16
2lp/16
2lp/3
2lp/7
2lp/16
2lp/3
2lp/2 2lp/2
2lp/16
2lp/2
2lp/7
2lp/32lp/3
2lp/3
2lp/3
2lp/2
Tekl
a st
ruct
ures
Rad.Engineer1395-02-30020 Rad.Engineer Rad.EngineerChecked By:Modeled By:Created date:REV. Phase Number: Project Manager:
FIELD:
UNIT:
SCALE:
CONSULTANT:
DRAWING TITLE:
DESCRIPTION
OWNER:mm
N.T.S
2/2
PROJECT TITLE:
PHASE :
02Project No.: R. 0PH.- 02
Structure
Plan +13.20&+14.00
CONTRACTORE:
جناب آقاي شجاعيجناب آقاي مھندس درخشنده
مجتمع مسکوني-تجاري جناب آقاي شجاعي
4
5
6a
6
HGFE1EDC
PLAN +14.001:100
5
6a
6
HGFE1EDC
1:100
توجھ: کدھاي لوزپارتھا، کدھاي سینگل پارت میباشد.
2I24/72PG 3/4
2I20
/13
2PG
5/48
2I24
/3
2I24
/3
2I20
/13
2PG
4/16
2I20
/7
2I24
/5
2I24
/6
2I20
/7
2PG
5/25
2I24
/5
2I24/7
2I24/7
2I20
/12
2I20
/12
2I24
/3
2I24
/3
2I20
/12
2I20
/12
2I20
/7
2PG
5/25
2I24/7
2I24
/6
2PG
4/17
2I20
/7
2I20
/7
2lp/9
2lp/9
2lp/21
2lp/6 2lp/14 2lp/6 2lp/6 2lp/6 2lp/62lp/6
2lp/27
2lp/9
2lp/17
2lp/3
2lp/9
2lp/9
2lp/9
2lp/27
2lp/272lp/28
2lp/6
2lp/3
2lp/9
2lp/282lp/3
2lp/9
2lp/17
2lp/17
2lp/9
2lp/9
2lp/9
2lp/6
2lp/28
2lp/27
2lp/9
2lp/9
2lp/92lp/282lp/27
2lp/9
2lp/9 2lp/7
2lp/17
2lp/17
2lp/7
2lp/9
2lp/282lp/282lp/282lp/32lp/27
2lp/9
2lp/17 2lp/9
2lp/7
2lp/9
2lp/17
2lp/17
2lp/17 2lp/17
2lp/17
2lp/9
2lp/3
2lp/28
2lp/282lp/272lp/272lp/282lp/28
2lp/9
2lp/92lp/9
2lp/92lp/9
2lp/21
2lp/3
Tekl
a st
ruct
ures
Rad.Engineer1395-02-30020 Rad.Engineer Rad.EngineerChecked By:Modeled By:Created date:REV. Phase Number: Project Manager:
FIELD:
UNIT:
SCALE:
CONSULTANT:
DRAWING TITLE:
DESCRIPTION
OWNER:mm
N.T.S
1/1
PROJECT TITLE:
مجتمع مسکوني-تجاري جناب آقاي شجاعي
جناب آقاي شجاعي
PHASE :
02Project No.: R. 0PH.- 02
Structure جناب آقاي مھندس درخشنده
3D
CONTRACTORE:
3D1:100