bill of material - teklastructures.ir · legend: st=stair 1ci=part 01-for col-intri cacy 1b1=beam...

19
Tekla structures GENERAL NOTES . ﻣﯾﺑﺎﺷد ﻧﺻب ﻣﺣل ﺟﻐراﻓﯾﺎﯾﻲ درﺳﺗوﻧﮭﺎ،ﺟﮭﺎت وﺟﻧوب ﺷﻣﺎل ﺟﮭﺎت-1 -2 . ﺷود زده ﻋﻼﻣت ﺗﯾر ﺑﺎﻻي درﻗﺳﻣت وﻓﻘط ﺣﺗﻣﺎ ﻧﺻب ﺟﮭت. اﺳت ﻧﻔوذي ﭘﻠﯾت ﺑﯾس ﺑﮫ ﭘدﺳﺗﺎﻟﮭﺎ ﯾﺎ ﺳﺗوﻧﮑﮭﺎ ﺟوش-3 Legend: 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 ﺟﻮش ﺿﺨﺎﻣﺖ دھﻢ ھﻔﺖ. ﮔﺮدد اﺟﺮا ﻧﺎزﮐﺘﺮ ورقCS1 20 CS1a 20 18 CS2 CS3 18 CS4 15 12 CS5 CS6 15 CS7 15 12 CS8 CS9 10 10 CS10 CS11 10 PG41 6 6 PG43 PG44 6 PG45 6 PG46 6 PG47 6 PG48 6 PG64 6 PG65 6 PG66 6 PG67 6 6 PG68 PG69 6 PG610 6 PG611 6 PG94 8 PG95 8 PG96 8 PG97 8 PG98 8 PG99 9 PG910 12 PG911 12 PG911S 16 BILL OF MATERIAL Weight PC Length No Size Mark 1 No. Required : 1B280/4 MATERIAL LIST FOR ONE ASSEMBLY Grade A4-B/4 Grid: 1b/198 36.0 PL10*150 2 3059 ST37 1b/257 49.3 PL8*250 1 3139 ST37 1bi/7 0.4 UNP60 11 60 ST37 126.0 TOTAL (kg) Rad.Engineer 1395-08-08 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 1/1 PROJECT TITLE: PHASE : 01 Project No.: R. 0 PH. - 01 Structure 1B280/4 CONTRACTORE: ﻣﮭدﯾزاده آﻗﺎي ﻣﺳﮑوﻧﻲ ﺳﺎﺧﺗﻣﺎن ﻣﮭدﯾزاده آﻗﺎي ﺟﻌﻔري ﯾﺎﺳﯾن ﻣﮭﻧدسFront View Top View 3D A-A Front View Top View 250 20 230 20 A A 1bi/7 1b/257 B280 PL8*250 &L= 3139 1b/198 B280 PL10*150 &L= 3059 1b/198 B280 PL10*150 &L= 3059 80 82 PL10*150 PL10*150 PL8*250 1bi/7

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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-

جوش ستونکھا یا پدستالھا بھ بیس پلیت نفوذي است. -3

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 ضخامتورق نازکتر اجرا گردد .

CS1 20CS1a 20

18CS2CS3 18CS4 15

12CS5

CS6 15CS7 15

12CS8CS9 10

10CS10CS11 10

PG41 66PG43

PG44 6PG45 6PG46 6PG47 6

PG48 6PG64 6PG65 6PG66 6PG67 6

6PG68

PG69 6PG610 6PG611 6PG94 8PG95 8PG96 8

PG97 8PG98 8PG99 9PG910 12PG911 12PG911S 16

BILL OF MATERIAL

Weight PCLengthNoSizeMark1

No. Required :

1B280/4MATERIAL LIST FOR ONE ASSEMBLY

GradeA4-B/4Grid:

1b/198 36.0PL10*150 2 3059ST371b/257 49.3PL8*250 1 3139ST371bi/7 0.4UNP60 11 60ST37

126.0TOTAL (kg)

Rad.Engineer1395-08-08010 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

1B280/4

CONTRACTORE:

ساختمان مسکوني آقاي مھدیزاده

آقاي مھدیزادهمھندس یاسین جعفري

Front View

Top View

3D

A - A

Fron

t Vie

w

Top View

250

2023

020

A

A

1bi/7

1b/257 B280 PL8*250 &L= 31391b/198 B280 PL10*150 &L= 3059

1b/198 B280 PL10*150 &L= 3059

80

82

PL10*150

PL10*150

PL8*250

1bi/7

General Notes:اتصال ستون بھ بیس پلیت با جوش نفوذي صورت میگیرد.

عالمت نصب درروي تیرھا کھ بھ صورت عالمت مثلثي رنگ نشان داده شده، بعداز رنگ حتما برروي تیرھا عالمت زده شود. -2-1

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 ضخامتورق نازکتر اجرا گردد .

CS1 20CS1a 20

18CS2CS3 18CS4 15

12CS5

CS6 15CS7 15

12CS8CS9 10

10CS10CS11 10

PG41 66PG43

PG44 6PG45 6PG46 6PG47 6

PG48 6PG64 6PG65 6PG66 6PG67 6

6PG68

PG69 6PG610 6PG611 6PG94 8PG95 8PG96 8

PG97 8PG98 8PG99 9PG910 12PG911 12PG911S 16

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

Rad.Engineer1395-08-08010 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

1/21C8/1

PROJECT TITLE:

PHASE :

01Project No.: R. 0PH.- 01

Structure

CONTRACTORE:

ساختمان مسکوني آقاي مھدیزاده

آقاي مھدیزادهمھندس یاسین جعفري

BILL OF MATERIAL

Weight PCLengthNoSizeMark1

No. Required :

1C8/1MATERIAL LIST FOR ONE ASSEMBLY

GradeF/5Grid:

1East/1 0.0PL1*50 1 50ST371North/1 0.0PL1*50 1 50ST371bp/3 150.7PL30*800 1 800ST371c/77 270.2PL15*450 1 5100ST371c/88 296.7PL15*420 2 6000ST371c/92 54.4PL15*420 2 1100ST371c/93 270.2PL15*450 2 5100ST371c/102 153.3PL15*420 2 3100ST371c/142 270.2PL15*450 1 5100ST371ci/2 10.4PL12*150 2 736ST371ci/3 11.3PL12*150 2 800ST371ci/6 4.2PL12*300 1 150ST371ci/7 2.8PL12*200 3 150ST371ci/15 1.2PL10*100 2 150ST371ci/16 0.8PL10*100 6 100ST371ci/18 3.9IPE140 40 300ST371ci/25 2.7PL12*143 12 200ST371sp/1 69.1PL20*400 4 1100ST37

2766.9TOTAL (kg)

Front View

450

9650

1110

9650

DD

CC

BB

AA

1ci/7

1ci/16 BS

1ci/6

1ci/15 BS

1East/1

1c/9

3C

SXPL

15*4

50&L

=51

00

1c/1

42C

SXPL

15*4

50&L

=51

001c

/77

CSX

PL15

*450

&L=

5100

1c/9

3C

SXPL

15*4

50&L

=51

00

1200

1200

0

4000

5200

1000

6200

2000

8200

1000

9200

5470

5470

0

3070

8540

1*D30

1*D30

1*D30

1*D30

1*D30

550

10200

550

10750

550

10200

550

10750

390

5490

500

5600

Top View

600

600

0

500

1100

4000

5100

600

600

0

500

1100

4000

5100

1ci/16

1North/1

1c/9

2C

SXPL

15*4

20&L

=11

00

1c/8

8C

SXPL

15*4

20&L

=60

001c

/92

CSX

PL15

*420

&L=

1100

1c/8

8C

SXPL

15*4

20&L

=60

00

610

6100

2000

8100

450

8550

550

9100

500

960050

9650

550

10200

400

10600150

10750

4000

9600 50

9650

450

10100 100

10200

400

10600 150

10750

1ci/7

1ci/16

1ci/7

1c/1

02C

SXPL

15*4

20&L

=31

00

1c/1

02C

SXPL

15*4

20&L

=31

00

3D

Tekl

a st

ruct

ures

General Notes:اتصال ستون بھ بیس پلیت با جوش نفوذي صورت میگیرد.

عالمت نصب درروي تیرھا کھ بھ صورت عالمت مثلثي رنگ نشان داده شده، بعداز رنگ حتما برروي تیرھا عالمت زده شود. -2-1

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 .

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

Rad.Engineer1395-08-08010 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

2/21C8/1

PHASE :

Project No.: R. 0PH.

PROJECT TITLE:

-01

01

Structure

CONTRACTORE:

ساختمان مسکوني آقاي مھدیزاده

آقاي مھدیزادهمھندس یاسین جعفري

6565

65 65

800

800

PL15*420

1East/1

1North/1

1ci/3

1ci/3

1ci/2

1ci/2

1ci/25

1ci/25

1ci/25

1ci/25 1ci/251ci/25

1ci/25

1ci/25

1ci/25

1ci/25

1bp/

3BP

1PL

30*8

00&L

=80

0

PL15*420

PL15*450

PL15*450

A - A

Front View

Top

View

1ci/25

85 125 125

8512

512

5

1ci/25

125

125

85

125 125 85

20*D27

200 250

125

300

25

50

1ci/18

1ci/15

1ci/6

1ci/71ci/16

B - B

Front View

Top

View

200 250

125

200

125

1ci/18

1ci/7

1ci/16

1ci/16

1ci/7

C - C

Front View

Top

View

50

1ci/18

1ci/18

1sp/1

1sp/1

1sp/1

1sp/1

D - D

Front View

Top

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-

جوش ستونکھا یا پدستالھا بھ بیس پلیت نفوذي است. -3

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 ضخامتورق نازکتر اجرا گردد .

CS1 20CS1a 20

18CS2CS3 18CS4 15

12CS5

CS6 15CS7 15

12CS8CS9 10

10CS10CS11 10

PG41 66PG43

PG44 6PG45 6PG46 6PG47 6

PG48 6PG64 6PG65 6PG66 6PG67 6

6PG68

PG69 6PG610 6PG611 6PG94 8PG95 8PG96 8

PG97 8PG98 8PG99 9PG910 12PG911 12PG911S 16

BILL OF MATERIAL

Weight PCLengthNoSizeMark1

No. Required :

1I20/7MATERIAL LIST FOR ONE ASSEMBLY

GradeA4-C/3-2Grid:

1i/23 135.2IPE200 1 6044ST371ii/2 0.4UNP60 23 60ST37

145.0TOTAL (kg)

Rad.Engineer1395-08-08010 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

1I20/7

CONTRACTORE:

ساختمان مسکوني آقاي مھدیزاده

آقاي مھدیزادهمھندس یاسین جعفري

81250

2025

1ii/2A

A

1i/23 IPE200 &L= 6044

Front View

5 81

81 5

Top View

3D

IPE200

1ii/2

A - A

Fron

t Vie

w

Top 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-

جوش ستونکھا یا پدستالھا بھ بیس پلیت نفوذي است. -3

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 ضخامتورق نازکتر اجرا گردد .

CS1 20CS1a 20

18CS2CS3 18CS4 15

12CS5

CS6 15CS7 15

12CS8CS9 10

10CS10CS11 10

PG41 66PG43

PG44 6PG45 6PG46 6PG47 6

PG48 6PG64 6PG65 6PG66 6PG67 6

6PG68

PG69 6PG610 6PG611 6PG94 8PG95 8PG96 8

PG97 8PG98 8PG99 9PG910 12PG911 12PG911S 16

BILL OF MATERIAL

Weight PCLengthNoSizeMark16

No. Required :

1LP/14MATERIAL LIST FOR ONE ASSEMBLY

GradeE/4-3Grid:

1lp/27 1.3PL10*120 1 140ST37

1.3TOTAL (kg)

Rad.Engineer1395-09-13010 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

1LP/14

CONTRACTORE:

ساختمان مسکوني آقاي مھدیزاده

آقاي مھدیزادهمھندس یاسین جعفري

1lp/27

Front View

1lp/27

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-

جوش ستونکھا یا پدستالھا بھ بیس پلیت نفوذي است. -3

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 ضخامتورق نازکتر اجرا گردد .

CS1 20CS1a 20

18CS2CS3 18CS4 15

12CS5

CS6 15CS7 15

12CS8CS9 10

10CS10CS11 10

PG41 66PG43

PG44 6PG45 6PG46 6PG47 6

PG48 6PG64 6PG65 6PG66 6PG67 6

6PG68

PG69 6PG610 6PG611 6PG94 8PG95 8PG96 8

PG97 8PG98 8PG99 9PG910 12PG911 12PG911S 16

BILL OF MATERIAL

Weight PCLengthNoSizeMark1

No. Required :

1PG15/6MATERIAL LIST FOR ONE ASSEMBLY

GradeE-F/5Grid:

1b/117 74.7PL15*150 2 4230ST371b/264 66.4PL8*250 1 4230ST371bi/2 1.1PL8*71 3 250ST371bi/7 0.4UNP60 16 60ST37

226.0TOTAL (kg)

Rad.Engineer1395-08-08010 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

1PG15/6

CONTRACTORE:

ساختمان مسکوني آقاي مھدیزاده

آقاي مھدیزادهمھندس یاسین جعفري

250 250 250 1bi/7A

A

1b/264 PG15 PL8*250 &L= 4230

1b/117 PG15 PL15*150 &L= 4230

1b/117 PG15 PL15*150 &L= 4230

Front View

701

7010

940

1641

1877

3518

712

4230

1bi/21bi/2 1bi/2

Top View

3D

PL15*150

PL15*150

1bi/7

PL8*250

1bi/2

A - A

Fron

t Vie

w

Top 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-

جوش ستونکھا یا پدستالھا بھ بیس پلیت نفوذي است. -3

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 ضخامتورق نازکتر اجرا گردد .

CS1 20CS1a 20

18CS2CS3 18CS4 15

12CS5

CS6 15CS7 15

12CS8CS9 10

10CS10CS11 10

PG41 66PG43

PG44 6PG45 6PG46 6PG47 6

PG48 6PG64 6PG65 6PG66 6PG67 6

6PG68

PG69 6PG610 6PG611 6PG94 8PG95 8PG96 8

PG97 8PG98 8PG99 9PG910 12PG911 12PG911S 16

BILL OF MATERIAL

Weight PCLengthNoSizeMark1

No. Required :

1ST/25MATERIAL LIST FOR ONE ASSEMBLY

GradeE-F/2-1Grid:

1st/52 53.5IPE180 1 2852ST371st/56 23.0IPE180 1 1225ST371st/71 21.3IPE180 1 1135ST371sti/1 6.2PL15*175 1 300ST371sti/4 2.5PL10*80 2 397ST371sti/5 2.5PL10*80 2 403ST371sti/6 5.2PL10*150 2 441ST371sti/16 1.3PL10*120 1 140ST371sti/31 0.4UNP60 18 60ST37

133.4TOTAL (kg)

Rad.Engineer1395-09-13010 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/25

CONTRACTORE:

ساختمان مسکوني آقاي مھدیزاده

آقاي مھدیزادهمھندس یاسین جعفري

1439

38584929

4714

101085 2404 1225

A

A

1sti/31

1sti/161sti/1

1sti/31

1sti/31

1sti/5

1sti/4

1sti/6

1sti/5

1sti/4

1sti/6

1st/52 IPE180 &L= 2852

1st/71 IPE180 &L= 1135

1st/56 IPE180 &L= 1225

Front View

2520

282

263 250 250

6018

060

15

250 250 250 238

42 91 42

1st/71

1sti/1 1sti/16

A - A

Fron

t Vie

w

3D

50

2752

50

1st/52

Front View

1135

50

1st/71

Front View

1225

156

30

50

1st/56

Front View

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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-

جوش ستونکھا یا پدستالھا بھ بیس پلیت نفوذي است. -3

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 ضخامتورق نازکتر اجرا گردد .

CS1 20CS1a 20

18CS2CS3 18CS4 15

12CS5

CS6 15CS7 15

12CS8CS9 10

10CS10CS11 10

PG41 66PG43

PG44 6PG45 6PG46 6PG47 6

PG48 6PG64 6PG65 6PG66 6PG67 6

6PG68

PG69 6PG610 6PG611 6PG94 8PG95 8PG96 8

PG97 8PG98 8PG99 9PG910 12PG911 12PG911S 16

BILL OF MATERIAL

Weight PCLengthNoSizeMark1

No. Required :

1VBR/1MATERIAL LIST FOR ONE ASSEMBLY

GradeA4/7-6Grid:

1vbr/1 38.8UNP100 2 3659ST371vbri/1 11.8PL15*200 2 500ST371vbri/2 1.6PL15*100 3 140ST37

106.0TOTAL (kg)

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PROJECT TITLE:

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01Project No.: R. 0PH.- 01

Structure

1VBR/1

CONTRACTORE:

ساختمان مسکوني آقاي مھدیزاده

آقاي مھدیزادهمھندس یاسین جعفري

300

0

300

200

200

379

579

1200

1779

1200

2979

479

3459

200

3659

300

3959

B

B

A

A

1vbri/2 1vbri/2 1vbri/11vbri/21vbr/1

1vbr/1

1vbri/1

Front View

1vbr/1 UNP100 &L= 3659

1vbr/1 UNP100 &L= 3659

Top View3D

1vbr/1

1vbr/1

1vbri/1

A - A

Fron

t Vie

w

Top View

1vbri/2

1vbr/1

1vbr/1

B - B

Fron

t Vie

wTop View

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PROJECT TITLE:

PHASE :

01Project No.: R. 0PH.- 01

Structure

3D

CONTRACTORE:

ساختمان مسکوني آقاي مھدیزاده

آقاي مھدیزادهمھندس یاسین جعفري

3D1:75

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DESCRIPTION

OWNER:mm

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1/1

PROJECT TITLE:

PHASE :

01Project No.: R. 01PH.- 01

Structure

Collumns'S Key Plan For 01Th Part

CONTRACTORE:

ساختمان مسکوني آقاي مھدیزاده

آقاي مھدیزادهمھندس یاسین جعفري

1

2

3

4

5

6

7

FEDCBA4A3A2A1A

Collumns'S Key Plan For 01Th Part1:75

2160

0

15470

3450

4700

Ass.Pos= 1C5/1W(Kg)= 4610

Ass.Pos= 1C9/1W(Kg)= 2477

Ass.Pos= 1C7/1W(Kg)= 6138

Ass.Pos= 1C10/1W(Kg)= 2146

Ass.Pos= 1C2/1W(Kg)= 3271

Ass.Pos= 1C15/1W(Kg)= 2541

Ass.Pos= 1C3/1W(Kg)= 2471

Ass.Pos= 1C1/1W(Kg)= 4598

2700

Ass.Pos= 1C17/3W(Kg)= 1790

Ass.Pos= 1C14/1W(Kg)= 2148

Ass.Pos= 1C17/1W(Kg)= 1316

5030

60

35

3375

Ass.Pos= 1C16/1W(Kg)= 1976

Ass.Pos= 1C17/2W(Kg)= 1787

Ass.Pos= 1C4/1W(Kg)= 3952

4170 350

Ass.Pos= 1C11/1W(Kg)= 2143

3700

3730

Ass.Pos= 1C13/1W(Kg)= 3195

Ass.Pos= 1C8/1W(Kg)= 2724

2320

5600

Ass.Pos= 1C6/1W(Kg)= 3266

Ass.Pos= 1C12/1W(Kg)= 2129

2800

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PROJECT TITLE:

PHASE :

01Project No.: R. 01PH.- 01

Structure

Plan -12.57&Ramp

CONTRACTORE:

ساختمان مسکوني آقاي مھدیزاده

آقاي مھدیزادهمھندس یاسین جعفري

PLAN -12.571:75

1

2

3

4

5

6

7

FEDCBA4A3A2A1A

A

A

B

B

1B28

0/8 1I16/1 1I24/3

1PG

11/1

1I20/6

1B28

0/6

1I20/4

1I20/5

1I20/7

1PG12/6

1B28

0/10

1I20/9

1I20/9

1I20/9

1I20/9

1PG

15/1

1PG

15/2

1PG

15/2

1PG

15/2

1PG

15/8 1PG15/12

1I14

/7

1PG12/4

1PG

14/2

1I16/8

1I16/8

1I16/8

1I16/8

1B280/2

1I18

/1

1I18

/1

1I18

/1

1I18

/1

1B28

0/5

1PG15/7

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PROJECT TITLE:

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01Project No.: R. 01PH.- 01

Structure

Plan -12.57&Ramp

CONTRACTORE:

ساختمان مسکوني آقاي مھدیزاده

آقاي مھدیزادهمھندس یاسین جعفري

7

-5.12

-6.45

-8.18

-9.51

-11.24

T.O.BP=-15.80

T.O.BP=-17.00

-12.57

2 3 4 5 6

A - A1:75

T.O.BP=-15.80

T.O.BP=-17.00

-6.45

-8.18

-9.51

-11.24

-12.57

2 3 4 5

B - B1:75

1I20/3

1I20/1

1I20/11I20/11I20/2

1B28

0/9

1VBR

/1

1I20/31I20/31I20/3

1VBR/2

1PG15/1

1PG15/121PG12/4

1PG12/4

1PG15/2

1PG15/2

1PG15/2

1PG12/1

1PG12/1

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OWNER:mm

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3/3

PROJECT TITLE:

PHASE :

01Project No.: R. 01PH.- 01

Structure

Plan -12.57&Ramp

CONTRACTORE:

ساختمان مسکوني آقاي مھدیزاده

آقاي مھدیزادهمھندس یاسین جعفري

1

2

3

4

5

6

7

FEDCBA4A3A2A1A

1:75

1lp/14

1lp/4

1lp/14

1lp/27

1lp/27

1lp/27

1lp/11

1lp/9

1lp/11 1lp/3 1lp/3

1lp/4 1lp/10

1lp/4

1lp/11

1lp/4

1lp/4

1lp/4

1lp/111lp/12

1lp/4

1lp/4

1lp/4

1lp/4

1lp/4

1lp/11

1lp/11

1lp/9

1lp/4 1lp/4

1lp/11lp/4

1lp/4

1lp/31lp/31lp/12

1lp/11

1lp/4

1lp/27

1lp/12

1lp/4

1lp/4

1lp/4

1lp/4

1lp/12

1lp/4

1lp/1

1lp/4

1lp/4

1lp/4 1lp/4 1lp/4 1lp/4

1lp/41lp/11

1lp/11

1lp/4 1lp/4 1lp/4 1lp/11lp/4

1lp/11

Rad.Engineer1395-10-200101 Rad.Engineer Rad.EngineerRad.Engineer1395-08-08010 Rad.Engineer Rad.Engineer

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OWNER:mm

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1/2

PROJECT TITLE:

PHASE :

01Project No.: R. 01PH.- 01

Structure

Plan -11.24

CONTRACTORE:

ساختمان مسکوني آقاي مھدیزاده

آقاي مھدیزادهمھندس یاسین جعفري

1

2

3

4

5

6

7

FEDCBA4A3A2A1A

PLAN -11.241:75

1PG

15/1

1PG

15/2

1PG

15/2

1PG

15/2

1B28

0/13

1PG

14/3

1PG

11/2

1PG

13/3

1I16/2

1VBR

/11B28

0/1

1I20/12

1I20/10

1I20/10

1I20

/3

1I20

/3

1I20

/3

1I20

/31B

280/

11

1PG12/2

1I20/11

1I16

/7

1I24

/1

1I14/3

1I16/3

1I16

/7

1I24

/4

1I16/6

1I16/5

1PG12/1

1I14

/4

1I24/2 1PG13/1

1I22

/1

1I22

/1

1I22

/1

1I22

/1

1B280/12

1PG13/2

1I14/1

1I14/1

1PG

15/1

1

1PG15/5

1B280/3

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DESCRIPTION

OWNER:mm

N.T.S

2/2

PROJECT TITLE:

PHASE :

01Project No.: R. 01PH.- 01

Structure

Plan -11.24

CONTRACTORE:

ساختمان مسکوني آقاي مھدیزاده

آقاي مھدیزادهمھندس یاسین جعفري

1

2

3

4

5

6

7

FEDCBA4A3A2A1A

1:75

1lp/9

1lp/27

1lp/27

1lp/27

1lp/11

1lp/4

1lp/4

1lp/4

1lp/4

1lp/13

1lp/12

1lp/9

1lp/4

1lp/4

1lp/2

1lp/7

1lp/7

1lp/4

1lp/4

1lp/4

1lp/4

1lp/4

1lp/4 1lp/11

1lp/11

1lp/5

1lp/1

1lp/5 1lp/51lp/5

1lp/6

1lp/11

1lp/41lp/4

1lp/41lp/4

1lp/4

1lp/4

1lp/13

1lp/12

1lp/1

1lp/4

1lp/4

1lp/4

1lp/3

1lp/141lp/9

1lp/3

1lp/3

1lp/3

1lp/4

1lp/4

1lp/12

1lp/27

1lp/9 1lp/4 1lp/4 1lp/91lp/4

1lp/7

1lp/12

1lp/6 1lp/6 1lp/6 1lp/6

1lp/6

1lp/13 1lp/1

1lp/6

1lp/6 1lp/6

1lp/11

1lp/13

1lp/4

1lp/4

1lp/1 1lp/1

1lp/11

1lp/11

1lp/11

Rad.Engineer1395-10-200101 Rad.Engineer Rad.EngineerRad.Engineer1395-08-08010 Rad.Engineer Rad.Engineer

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PROJECT TITLE:

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01Project No.: R. 01PH.- 01

Structure

Plan -9.51

CONTRACTORE:

ساختمان مسکوني آقاي مھدیزاده

آقاي مھدیزادهمھندس یاسین جعفري

1

2

3

4

5

6

7

FEDCBA4A3A2A1A

PLAN -9.511:75

1B28

0/9

1I20

/3

1I20

/3

1I20

/3

1I20

/31V

BR/2

1I14/5

1I14/5

1I14/5

1I14/5

1PG

15/1

01I

20/1

1I20

/1

1I20

/1

1I20

/2

1B280/4

1B28

0/7

1PG12/5

1B28

0/10

1I20/8

1I20/8

1I20/8

1I20/8

1PG

15/9 1P

G15

/2

1PG

15/2

1PG

15/2

1PG

15/2

1I14

/6

1PG12/4

1PG

14/2

1PG

11/1

1I16/8

1I16/8

1I16/8

1I16/8

1I18

/2

1I18

/2

1I18

/2

1I18

/2

1B280/2

1B28

0/5

1PG15/7

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OWNER:mm

N.T.S

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PROJECT TITLE:

PHASE :

01Project No.: R. 01PH.- 01

Structure

Plan -9.51

CONTRACTORE:

ساختمان مسکوني آقاي مھدیزاده

آقاي مھدیزادهمھندس یاسین جعفري

1

2

3

4

5

6

7

FEDCBA4A3A2A1A

1:75

1lp/51lp/5

1lp/11

1lp/1

1lp/4

1lp/4

1lp/4

1lp/27

1lp/11

1lp/121lp/12

1lp/11

1lp/11

1lp/121lp/11 1lp/5

1lp/5 1lp/1 1lp/3

1lp/5

1lp/1

1lp/1

1lp/5 1lp/51lp/5

1lp/11

1lp/41lp/4

1lp/11

1lp/4

1lp/4

1lp/111lp/5 1lp/5

1lp/4

1lp/4

1lp/4

1lp/4

1lp/11

1lp/31lp/12

1lp/111lp/4

1lp/4

1lp/4

1lp/4 1lp/4

1lp/11

1lp/3 1lp/31lp/4

1lp/4 1lp/4

1lp/41lp/4

1lp/41lp/4

1lp/41lp/4

1lp/12

1lp/14

1lp/4

1lp/4 1lp/4 1lp/4

1lp/41lp/11

1lp/11

1lp/1 1lp/4 1lp/4 1lp/4 1lp/4 1lp/1

1lp/41lp/27

1lp/14 1lp/11

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PROJECT TITLE:

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01Project No.: R. 01PH.- 01

Structure

Plan -8.18

CONTRACTORE:

ساختمان مسکوني آقاي مھدیزاده

آقاي مھدیزادهمھندس یاسین جعفري

1

2

3

4

5

6

7

FEDCBA4A3A2A1A

PLAN -8.181:75

1PG

15/2

1PG

15/2

1PG

15/2

1B28

0/13

1PG

14/3

1PG

11/2

1PG

13/3

1I16/4

1VBR

/2 1B28

0/14

1I20/10

1I20/10

1I20/12

1B28

0/11

1PG12/3

1I20/11

1I24

/1

1I16

/7

1I16/3

1I14/3

1I16

/7

1PG

15/3

1I16/5

1I16/6

1PG12/1

1I14

/41I24/2

1PG

15/2

1PG13/1

1I22

/2

1I22

/2

1I22

/3

1I22

/2

1B280/12

1PG15/6

1I14/2

1I14/2 1PG

15/4

1B280/3

1PG15/5

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DRAWING TITLE:

DESCRIPTION

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2/2

PROJECT TITLE:

PHASE :

01Project No.: R. 01PH.- 01

Structure

Plan -8.18

CONTRACTORE:

ساختمان مسکوني آقاي مھدیزاده

آقاي مھدیزادهمھندس یاسین جعفري

1

2

3

4

5

6

7

FEDCBA4A3A2A1A

1:75

1lp/12

1lp/9 1lp/111lp/4

1lp/12

1lp/111lp/4

1lp/4

1lp/4

1lp/4

1lp/4

1lp/4 1lp/11

1lp/1 1lp/6

1lp/11

1lp/4

1lp/14

1lp/41lp/4

1lp/41lp/4

1lp/41lp/4

1lp/111lp/13

1lp/4

1lp/4

1lp/4

1lp/1

1lp/4

1lp/4

1lp/3

1lp/14

1lp/11

1lp/12

1lp/3

1lp/4

1lp/3 1lp/3

1lp/4

1lp/4

1lp/12

1lp/13

1lp/9 1lp/4 1lp/4 1lp/91lp/4

1lp/2

1lp/6

1lp/6 1lp/6 1lp/6

1lp/6

1lp/11

1lp/11

1lp/11lp/6

1lp/6

1lp/6

1lp/6

1lp/11

1lp/11

1lp/41lp/4 1lp/4

1lp/7

1lp/7

1lp/1 1lp/1

1lp/27

1lp/27

1lp/11

1lp/11

1lp/11