bill of material - teklastructures.ir · legend: st=stair 1ci=part 01-for col-intri cacy 1b1=beam...
TRANSCRIPT
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
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 :
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)
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
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
Tekl
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ruct
ures
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
3D
CONTRACTORE:
ساختمان مسکوني آقاي مھدیزاده
آقاي مھدیزادهمھندس یاسین جعفري
3D1:75
Tekl
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ruct
ures
Rad.Engineer1395-10-200101 Rad.Engineer Rad.EngineerRad.Engineer1395-08-08010 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. 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
Rad.Engineer1395-10-200101 Rad.Engineer Rad.EngineerRad.Engineer1395-08-08010 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
1/3
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
Rad.Engineer1395-10-200101 Rad.Engineer Rad.EngineerRad.Engineer1395-08-08010 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
2/3
PROJECT TITLE:
PHASE :
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
Tekl
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ruct
ures
Rad.Engineer1395-10-200101 Rad.Engineer Rad.EngineerRad.Engineer1395-08-08010 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
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
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
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
Tekl
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ruct
ures
Rad.Engineer1395-10-200101 Rad.Engineer Rad.EngineerRad.Engineer1395-08-08010 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
2/2
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
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
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
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
Tekl
a st
ruct
ures
Rad.Engineer1395-10-200101 Rad.Engineer Rad.EngineerRad.Engineer1395-08-08010 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
2/2
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
Rad.Engineer1395-10-200101 Rad.Engineer Rad.EngineerRad.Engineer1395-08-08010 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
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
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
Tekl
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ruct
ures
Rad.Engineer1395-10-200101 Rad.Engineer Rad.EngineerRad.Engineer1395-08-08010 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
2/2
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