MATERIAL LIST FOR ONE ASSEMBLY No. Required : Grid: A/7 ... · Legend: ST=Stair 1ci=Part 01-For...

21
BILL OF MATERIAL Weight PC Length No Size Mark 1 No. Required : 1C1/2 MATERIAL LIST FOR ONE ASSEMBLY Grade A/7 Grid: 1East/1 0.01 PL1*50 1 50 ST37 1North/1 0.01 PL1*50 1 50 ST37 1bp/20 99.43 PL30*649 1 657 ST37 1c/1 247.28 PL30*350 4 3000 ST37 1c/2 494.55 PL30*350 4 6000 ST37 1c/3 288.49 PL30*350 4 3500 ST37 1ci/7 7.08 PL10*260 6 350 ST37 1ci/9 8.88 PL10*200 2 610 ST37 1ci/23 3.11 PL10*200 2 200 ST37 1ci/24 1.19 PL10*90 2 200 ST37 1ci/25 1.22 PL10*90 2 200 ST37 1ci/26 3.82 PL10*200 1 275 ST37 1ci/39 5.75 PL8*150 4 610 ST37 1ci/42 0.43 UNP60 180 60 ST37 1ci/47 16.27 PL20*260 1 400 ST37 1ci/48 10.30 PL20*165 2 400 ST37 1ci/61 1.30 PL10*90 2 200 ST37 1DI16/4 12.29 2 ASSEMBLY 1DI16/5 12.94 1 ASSEMBLY 1DI24/1 29.29 3 ASSEMBLY Total Weigth(Kg): 4560.19 General Notes: . ﻣﯾﺑﺎﺷد ﻧﺻب ﻣﺣل ﺟﻐراﻓﯾﺎﯾﻲ ﻣوﻧﺗﺎژ،ﺟﮭﺎت ﺣﯾن ﺳﺗوﻧﮭﺎ ﺟﻔراﻓﯾﺎﯾﻲ ﺟﮭﺎت. ﺷود زده ﻋﻼﻣت ﺗﯾر ﺑﺎﻻي درﻗﺳﻣت وﻓﻘط ﺣﺗﻣﺎ ﻧﺻب ﺟﮭت-1 -2 . اﺳت ﻧﻔوذي ﯾﮑدﯾﮕر ﺑﮫ ﺳﺗون ﻣﻘﺎطﻊ ﺑرﺧورد درﻣﺣل ﺳﺗون ﺑﮫ ﺳﺗون وﺻﻠﮫ-3 . اﺳت ﻧﻔوذي ﺳﺗون ﺑﮫ وﺟﺎن ﺑﺎﻟﮭﺎ از دﺳﺗﮑﮭﺎ ﺟوش-4 -5 . اﺳت ﻧﻔوذي وﺟﮫ درھرﭼﮭﺎر ﺻﻠب اﺗﺻﺎﻻت ﭼﺷﻣﮫ داﺧل ﭘﯾوﺳﺗﮕﻲ ورﻗﮭﺎي ﺟوش-6 . ﻣﻘدار ﺑﮫ ﺳﺗوﻧﮭﺎ ﻣﻘﺎطﻊ درﺗﻣﺎم ﻣﻘدارﭘﺎﺷﻧﮫ15 اﺳت ﻣﯾﻠﯾﻣﺗرLegend: ST=Stair 1ci=Part 01-For Col-Intricacy 1B1=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&Collumns Sections Sections C.W.D C.W.D Sections C.W.D Sections C.W.D ﺑﻌﺪ ﺑﺎ اﺗﺼﺎﻻت ﺑﺎﻗﻲ ﺿﺨﺎﻣﺖ دھﻢ ھﻔﺖ. ﮔﺮدد اﺟﺮا ﺟﻮش ورق12 PG1 PG2 8 6 PG3 PG5 PG4 6 6 12 12 CSB CSA CSC 12 10 CSD CSE 8 Rad.Engineer 1395-01-26 01 4 Rad.Engineer Rad.Engineer Rad.Engineer 1395-01-11 01 3 Rad.Engineer Rad.Engineer Rad.Engineer 1394-10-20 01 1 Rad.Engineer Rad.Engineer Rad.Engineer 1394-09-30 01 0 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 1/2 1C1/2 PROJECT TITLE: PHASE : 01 Project No.: R. 4 PH. - 01 Structure CONTRACTORE: ﺷﺟﺎﻋﻲ آﻗﺎي ﺟﻧﺎب درﺧﺷﻧده ﻣﮭﻧدس آﻗﺎي ﺟﻧﺎب ﺷﺟﺎﻋﻲ آﻗﺎي ﺟﻧﺎبﺗﺟﺎري- ﻣﺳﮑوﻧﻲ ﻣﺟﺗﻣﻊFront View 3370 7090 230 7320 1ci/7 3490 3490 0 230 3720 B B A A 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 10893 D D C C 1c/1 CSA PL30*350 &L= 3000 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 View 3720 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 0 100 400 1ci/42 520 3720 200 3920 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 200 7520 1DI24/1 480 10900 1600 12500 1DI24/1

Transcript of MATERIAL LIST FOR ONE ASSEMBLY No. Required : Grid: A/7 ... · Legend: ST=Stair 1ci=Part 01-For...

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

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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

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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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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:

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DESCRIPTION

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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

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 +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:

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UNIT:

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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

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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:

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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:

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DESCRIPTION

OWNER:mm

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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