Sahyog Lari
M2 DESIGN DEVELOPMENT
UNIT LIGHT INFRASTRUCTURE
NOTES: ·
THIS DRAWING IS THE PROPERTY OF THE ARCHITECTS AND IS NOT TO BE COPIED OR USED WITHOUT THEIR PERMISSION.
·
ALL DIMENSION ARE IN MILLIMETER AND TO BE CHECKED AND CO RELATED WITH STRUCTURAL AND OTHER CONSULTANTS DRAWINGS AND ANY AMBIGUITY SHALL BE IMMEDIATELY BROUGHT TO THE NOTICE
OF THE
ARCHITECT BEFORE COMMENCEMENT OF THE WORK.
·
ALL STRUCTURAL MEMBER SIZES AND LOCATIONS ARE TO BE CONFIRMED
· ·
DO NOT SCALE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY.
ACCORDING TO THE STRUCTURAL DRAWINGS. ALL DIMENSIONS ARE UNFINISHED DIMENSIONS UNLESS OTHERWISE MENTIONED.
· ·
ALL LEVELS ARE FROM THE DATUM LEVEL + 00 LVL. ANY DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECT IMMEDIATELY.
400
220
40 x 40 x 5 MM M.S L-SECTION WELDED
SECTION AA'
SECTION BB'
1500
25 x 25 x 3 MM M.S L-SECTION 40 x 40 x 5 MM M.S L- SECTION WELDED
250
5 MM METAL CHECKERED PLATE 970
690 620
Rev.no.
1425 x 820 x 5MM METAL CHECKERED PLATE
Date
Description
REVISION INDEX : CONSULTANTS :
PLAN AT 500MM 1425
SERVICES :
B
40 x 40 x 5 MM M.S L- SECTION
1500 930 EQ
EQ
EQ
EQ
EQ
40 x 40 x 5 MM M.S L- SECTION
EQ
PROJECT TITLE : ASHA LAARI DRG. TITLE :
LAARI BASE
970
415
25 x 25 x 3 MM L-SECTION
Date
1:20
10.09.2020
338
Drawn
A'
A
Scale
Rev. no.
Drwg. no.
Checked
Project. no.
TEESTA
C.E.P.T.University
FRAME PLAN B'
University Road,Navrangpura,Ahmedabad-380009
NOTES: ·
THIS DRAWING IS THE PROPERTY OF THE ARCHITECTS AND IS NOT TO BE COPIED OR USED WITHOUT THEIR PERMISSION.
·
ALL DIMENSION ARE IN MILLIMETER AND TO BE CHECKED AND
CO
RELATED WITH STRUCTURAL AND OTHER CONSULTANTS DRAWINGS AND ANY AMBIGUITY SHALL BE IMMEDIATELY BROUGHT TO THE NOTICE OF THE ARCHITECT BEFORE COMMENCEMENT OF THE WORK.
·
ALL STRUCTURAL MEMBER SIZES AND LOCATIONS ARE TO BE CONFIRMED
· ·
DO NOT SCALE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY.
ACCORDING TO THE STRUCTURAL DRAWINGS.
5 mm thickness
METAL CHECKERED PLATE
25 X 25 mm M.S HOLLOW BOX SECTION
ALL LEVELS ARE FROM THE DATUM LEVEL + 00 LVL. ANY DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECT IMMEDIATELY.
630
25 X 50 X 3 mm M.S HOLLOW RECTANGULAR SECTION
ALL DIMENSIONS ARE UNFINISHED DIMENSIONS UNLESS OTHERWISE MENTIONED.
· ·
25 X 25 X 3 mm M.S HOLLOW BOX SECTION LAARI BASE
995
995
INTERLOCKING WEAVING PATTERN
D1
25 X 50 X 4 mm M.S. PLATE
25 X 50 mm M.S PLATE
995
85 °
50 X 40 X 4 mm METAL C-SECTION CHANNEL
SECTION AA'
110 X 110 mm JUNCTION PLATE
°
25 X 50 X 3 mm M.S HOLLOW RECTANGULAR SECTION
85
995
25 X 50 mm M.S HOLLOW RECTANGULAR SECTION
2045
2045
25 X 50 mm M.S HOLLOW RECTANGULAR SECTION
D2
25 X 25 mm M.S HOLLOW BOX SECTION
SECTION BB'
25 X 50 mm M.S HOLLOW BOX SECTION 50 X 40 X 50 mm METAL C-SECTION CHANNEL
B
Rev.no.
D3 25 X 50 mm M.S HOLLOW RECTANGULAR SECTION
325
X
Date
Description
REVISION INDEX : CONSULTANTS :
970
X
A'
D2
X
0
1500
PROJECT TITLE : ASHA LAARI
C-CHANNEL Y
MAIN FRAME DRAWING
50 14
D3
X
40
X
B'
DRG. TITLE :
50
PLAN AT 1500MM
SERVICES :
C- CHANNEL
5 14
Y
X 2 welded on M.S HOLLOW BOX SECTION 25 X 50 mm
Scale
Date
4 mm thickness
1:20
08.11.2020
D1
Rev. no.
Drwg. no.
Drawn
Checked
Project. no.
ANOUSHKA
TEESTA
4 mm thickness
75 40
A
325
H-CHANNEL Y
X 4 welded on M.S HOLLOW BOX SECTION 25 X 25 mm
H-CHANNEL
C.E.P.T.University
University Road,Navrangpura,Ahmedabad-380009
NOTES: ·
THIS DRAWING IS THE PROPERTY OF THE ARCHITECTS AND IS NOT TO BE COPIED OR USED WITHOUT THEIR PERMISSION.
·
ALL DIMENSION ARE IN MILLIMETER AND TO BE CHECKED AND CO RELATED WITH STRUCTURAL AND OTHER CONSULTANTS DRAWINGS AND ANY AMBIGUITY SHALL BE IMMEDIATELY BROUGHT TO THE NOTICE
OF THE
ARCHITECT BEFORE COMMENCEMENT OF THE WORK.
500
ALL STRUCTURAL MEMBER SIZES AND LOCATIONS ARE TO BE CONFIRMED
· ·
DO NOT SCALE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY.
ACCORDING TO THE STRUCTURAL DRAWINGS.
1125
1700
·
ALL DIMENSIONS ARE UNFINISHED DIMENSIONS UNLESS OTHERWISE MENTIONED.
9°
29°
279
318
1716
3
57
25 X 25 mm M.S Hollow Box Section
· ·
1716 x 1220 Canvas Roof
ALL LEVELS ARE FROM THE DATUM LEVEL + 00 LVL. ANY DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECT IMMEDIATELY.
Metal Hooks
METAL HOOKS
D1
M.S Hollow Box Section
SECTION AA'
SECTION BB'
WELDING JOINERY
1716 x 1220 Canvas Roof
2200
D2
1200 x 1000 mm SOLAR PANEL 1716 x 1220 Canvas Roof
1220
1200 x 1000 mm SOLAR PANEL Rev.no.
Date
Description
REVISION INDEX :
25 x 25 mm Box Section
D2
CONSULTANTS :
D1
PLAN AT 2500 B
SERVICES :
2200 500
1700 PROJECT TITLE : ASHA LAARI DRG. TITLE :
25 x 25 mm Box Section
1125
ROOF Scale
1:20
A'
A
PLAN FRAME
B'
Date
Rev. no.
Drwg. no.
Checked
Project. no.
11.09.2020 Drawn
TEESTA
C.E.P.T.University
University Road,Navrangpura,Ahmedabad-380009
NOTES:
554.8847
·
THIS DRAWING IS THE PROPERTY OF THE ARCHITECTS AND IS NOT TO BE COPIED OR USED WITHOUT THEIR PERMISSION.
·
ALL DIMENSION ARE IN MILLIMETER AND TO BE CHECKED AND
CO
RELATED WITH STRUCTURAL AND OTHER CONSULTANTS DRAWINGS AND ANY AMBIGUITY SHALL BE IMMEDIATELY BROUGHT TO THE NOTICE OF THE
30 x 30 x 3 MM L-SECTION
D1
ARCHITECT BEFORE COMMENCEMENT OF THE WORK.
·
ALL STRUCTURAL MEMBER SIZES AND LOCATIONS ARE TO BE CONFIRMED
· ·
DO NOT SCALE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY.
ACCORDING TO THE STRUCTURAL DRAWINGS.
30 x 30 x 3 MM L-SECTION
9 MM SOFT BOARD
ALL DIMENSIONS ARE UNFINISHED DIMENSIONS UNLESS OTHERWISE MENTIONED.
· ·
ALL LEVELS ARE FROM THE DATUM LEVEL + 00 LVL. ANY DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECT IMMEDIATELY.
18 MM PLYWOOD 9 MM SOFT BOARD 18 MM PLYWOOD
1974
18 MM PLYWOOD
METAL LATCH
D1 METAL HINGE
30 x 30 x 3 MM L SECTION FLAT HEAD SCREW
12 MM SOFT BOARD
449.9378
15 MM PLYWOOD
899,44 ELEVATION 1
ELEVATION 2
D1 SECTION
1320 30 x 30 x 3 MM M.S BOX SECTION
30 x 30 x 3 MM L-SECTION
Rev.no.
Date
Description
10 MM FLAT HEAD SCREW 30 x 30 x 3 MM L SECTION
REVISION INDEX :
FLAT HEAD SCREW
CONSULTANTS :
970
18 MM PLYWOOD
SERVICES :
D2
D2 30 x 30 x 3 MM M.S BOX SECTION 10 MM FLAT HEAD SCREW 30 x 30 x 3 MM L SECTION
PLAN
FLAT HEAD SCREW
PROJECT TITLE : LAARI DOOR ASHA LAARI DRG. TITLE :
Scale
Date
1:20
09.10.2020 Drawn
Rev. no.
Drwg. no.
Checked
Project. no.
MEHUL
ELEVATION 3 D2
C.E.P.T.University
University Road,Navrangpura,Ahmedabad-380009
NOTES:
FRAME DETAILS
·
1 mm thickness
·
400
ARCHITECT BEFORE COMMENCEMENT OF THE WORK.
·
ALL STRUCTURAL MEMBER SIZES AND LOCATIONS ARE TO BE CONFIRMED
· ·
DO NOT SCALE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY.
ACCORDING TO THE STRUCTURAL DRAWINGS.
25 X 25 mm
100
25
ALL DIMENSIONS ARE UNFINISHED DIMENSIONS UNLESS OTHERWISE MENTIONED.
· ·
ALL LEVELS ARE FROM THE DATUM LEVEL + 00 LVL. ANY DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECT IMMEDIATELY.
RUBBER STOPPER
SECTION BB'
1450
25 X 25 mm M.S HOLLOW BOX SECTION
375
100
500
CO
ANY AMBIGUITY SHALL BE IMMEDIATELY BROUGHT TO THE NOTICE OF THE
The strap is wrapped onto the metal frame
B
ALL DIMENSION ARE IN MILLIMETER AND TO BE CHECKED AND
RELATED WITH STRUCTURAL AND OTHER CONSULTANTS DRAWINGS AND
75 X75 mm METAL L-PLATE
SECTION AA'
THIS DRAWING IS THE PROPERTY OF THE ARCHITECTS AND IS NOT TO BE COPIED OR USED WITHOUT THEIR PERMISSION.
50 mm WEAVING STRAP
200 375
C-CHANNEL
A'
25 X 25 mm M.S HOLLOW BOX SECTION
25 X 25 mm M.S HOLLOW BOX SECTION
KHATLA FITS INTO C-CHANNEL
D4
INTERLOCKING WEAVING PATTERN ON METAL FRAMES
1 mm thickness
75 X75 mm METAL L-PLATE
B'
PLAN OF UNFOLDED FRAME
525
400
400
600
10 mm DOWEL PIN
75
525 375
900
METAL HANDLE
950
5 mm SELF TAPPING SCREW
75
A
950
METAL HANDLE
PLAN OF FOLDED FRAME
D3
25 X 25 mm M.S HOLLOW BOX SECTION
KHATLA LEG FOLDING JOINERY
LEGS FOLD INWARDS WHEN CLOSED
D1
METAL HANDLE TO PULL IT OUT
Rev.no.
Date
Description
REVISION INDEX : CONSULTANTS :
D4 SERVICES :
D1
15 mm METAL CIRCULAR DISK PROJECT TITLE :
75 X 20 mm METAL LATCH
D3
25 X 25 mm M.S. BOX SECTION
ASHA LAARI DRG. TITLE :
5 mm PIN SCREW
KHATLA DRAWING
FOLDING BRACING
D2 FOLDING MECHANISM 25 X 25 mm RUBBER STOPPER
Scale
Date
1:20
08.11.2020 Drawn
25 X 25 mm M.S. BOX SECTION
D2 KHATLA LEG LOCKING MECHANISM
Rev. no.
Drwg. no.
Checked
Project. no.
ANOUSHKA
C.E.P.T.University
University Road,Navrangpura,Ahmedabad-380009
NOTES: ·
1450
·
METAL JOINERY FOLDABLE
METAL NUT AND BOLT
ALL DIMENSION ARE IN MILLIMETER AND TO BE CHECKED AND CO RELATED WITH STRUCTURAL AND OTHER CONSULTANTS DRAWINGS AND ANY
METAL SCREWS 35 x 35 x 3 MM M.S L- SECTION
THIS DRAWING IS THE PROPERTY OF THE ARCHITECTS AND IS NOT TO BE COPIED OR USED WITHOUT THEIR PERMISSION.
15 x 3 MM METAL PLATE
AMBIGUITY SHALL BE IMMEDIATELY BROUGHT TO THE NOTICE
OF THE
ARCHITECT BEFORE COMMENCEMENT OF THE WORK.
·
ALL STRUCTURAL MEMBER SIZES AND LOCATIONS ARE TO BE CONFIRMED
· ·
DO NOT SCALE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY.
ACCORDING TO THE STRUCTURAL DRAWINGS. ALL DIMENSIONS ARE UNFINISHED DIMENSIONS UNLESS OTHERWISE MENTIONED.
30 x 30 x 3 MM M.S L-SECTION
950
METAL HANDLE
METAL NUT AND BOLT
10 MM FLAT HEAD SCREW 32 MM TIMBER
· ·
ALL LEVELS ARE FROM THE DATUM LEVEL + 00 LVL. ANY DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECT IMMEDIATELY.
50 x 50 x 3 MM M.S BOX- SECTION
30 x 30 x 3 MM M.S BOX SECTION
PLAN
D2 D1
B 1450
32 x 3 MM M.S PLATE
32 x 3 MM M.S PLATE
58 x 58 x 2 MM M.S JOINERY 35 x 35 x 3 MM M.S L- SECTION
METAL HANDLE
950
FOLDED METAL BRACING
35 x 35 x 3 MM M.S L- SECTION
A'
A
32 MM TIMBER
32 MM TIMBER
METAL JOINERY
METAL JOINERY
METAL BRACING FOLDABLE
METAL BRACING FOLDABLE
30 x 30 MM M.S BOX SECTION
D3 CLOSED
FRAME PLAN
D3
B'
35 x 35 x 3 MM M.S L- SECTION 32 MM TIMBER
32 x 3 MM M.S PLATE
D2 D4
50 x 50 x 3 MM M.S BOX- SECTION
32 MM TIMBER
10 MM FLAT HEAD SCREW
35 x 35 x 3 MM M.S L- SECTION
30 x 30 x 3 MM M.S BOXSECTION
665
METAL JOINERY
D3
METAL JOINERY SECTION
30 x 30 x 3 MM M.S BOX- SECTION
Rev.no.
RUBBER STOPPER
D4
32 x 3 MM M.S PLATE
Description
CONSULTANTS :
50 x 50 x 3 MM M.S BOX- SECTION
SECTION AA'
Date
REVISION INDEX :
D5 WELDING JOINERY
SERVICES :
32 MM TIMBER 35 x 35 x 3 MM M.S L- SECTION
661
METAL JOINERY
D1 50 x 50 x 3 MM M.S BOX- SECTION
D5
PROJECT TITLE : ASHA LAARI_ CONSTRUCTION DRG. TITLE : TABLE
RUBBER STOPPER
Scale
Date
1:20
09.10.2020 Drawn
SECTION BB'
Rev. no.
Drwg. no.
Checked
Project. no.
MEHUL
C.E.P.T.University
University Road,Navrangpura,Ahmedabad-380009
NOTES: ·
THIS DRAWING IS THE PROPERTY OF THE ARCHITECTS AND IS NOT TO BE COPIED OR USED WITHOUT THEIR PERMISSION.
·
ALL DIMENSION ARE IN MILLIMETER AND TO BE CHECKED AND
CO
RELATED WITH STRUCTURAL AND OTHER CONSULTANTS DRAWINGS AND ANY AMBIGUITY SHALL BE IMMEDIATELY BROUGHT TO THE NOTICE OF THE
12 MM BISON BOARD
ARCHITECT BEFORE COMMENCEMENT OF THE WORK.
·
ALL STRUCTURAL MEMBER SIZES AND LOCATIONS ARE TO BE CONFIRMED
· ·
DO NOT SCALE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY.
ACCORDING TO THE STRUCTURAL DRAWINGS.
30 x 30 x 3 MM L-SECTION 12 MM BISON BOARD REMOVABLE
D1
18 MM PLYWOOD
ALL LEVELS ARE FROM THE DATUM LEVEL + 00 LVL. ANY DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECT IMMEDIATELY.
12 MM BISON BOARD
PLYWOOD DOOR
1679
ALL DIMENSIONS ARE UNFINISHED DIMENSIONS UNLESS OTHERWISE MENTIONED.
· ·
60 x 60 x 3 MM L-ANGLE
12 MM BISON BOARD REMOVABLE
60 x 60 x 3 MM L ANGLE
10 MM FLAT HEAD SCREW
60 x 20 x3 MM L- ANGLE
D2
D1
300
SLIDING PANEL
12 MM BISON BOARD
SECTION BB
ELEVATION
GLUED
18 MM PLYWOOD
12 MM BISON BOARD
12 MM BISON BOARD
B
B'
D2 Rev.no.
9 MM SOFT BOARD 30 x 30 x 3 MM L-SECTION
Date
Description
REVISION INDEX : CONSULTANTS :
PLAN AT 2187 MM 1433.8912
SERVICES :
787.2756
PROJECT TITLE : LAARI DOOR ASHA LAARI DRG. TITLE :
PLAN AT 636 MM
Scale
Date
1:20
09.10.2020 Drawn
Rev. no.
Drwg. no.
Checked
Project. no.
MEHUL
C.E.P.T.University
University Road,Navrangpura,Ahmedabad-380009
NOTES: ·
THIS DRAWING IS THE PROPERTY OF THE ARCHITECTS AND IS NOT TO BE COPIED OR USED WITHOUT THEIR PERMISSION.
·
ALL DIMENSION ARE IN MILLIMETER AND TO BE CHECKED AND
CO
RELATED WITH STRUCTURAL AND OTHER CONSULTANTS DRAWINGS AND ANY AMBIGUITY SHALL BE IMMEDIATELY BROUGHT TO THE NOTICE OF THE ARCHITECT BEFORE COMMENCEMENT OF THE WORK.
·
ALL STRUCTURAL MEMBER SIZES AND LOCATIONS ARE TO BE CONFIRMED
30 x 30 x 5 MM L-SECTION
· ·
DO NOT SCALE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY.
4MM SCREW
· ·
ACCORDING TO THE STRUCTURAL DRAWINGS. ALL DIMENSIONS ARE UNFINISHED DIMENSIONS UNLESS OTHERWISE MENTIONED.
250
ALL LEVELS ARE FROM THE DATUM LEVEL + 00 LVL. ANY DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECT IMMEDIATELY.
590
12MM THICK BISON BOARD
10MM THICK Bison Board
410
D1
1940
12 MM BISON BOARD
305
295
305
25 x 25x 3 mm L angles
12 MM BISON BOARD
25 x25 x3 MM L- ANGLE
SECTION AA'
SECTION CC'
540
635
339
SECTION BB'
346
635
644
940
278
10 MM FLAT HEAD SCREW
ELEVATION
Rev.no.
A
600
12MM THICK BISON BOARD
25 x 25x 3 mm L angles
C'
C 12MM THICK BISON BOARD
B
250
175 250 175
12MM THICK BISON BOARD
Description
CONSULTANTS :
12MM THICK BISON CUPBOARD DOOR
30 x 30 x 5 mm L Sections
Date
REVISION INDEX :
D1
B'
SERVICES :
12MM BISON SHELF
PROJECT TITLE :
ASHA LAARI DRG. TITLE :
225
PLAN AT 200MM
233
PLAN AT 700MM
A' PLAN AT 1500MM
Scale
Date
1:20
16.09.2020 Drawn
Rev. no.
Drwg. no.
Checked
Project. no.
TEESTA
C.E.P.T.University
University Road,Navrangpura,Ahmedabad-380009