STUPIDSID
1 (a)
The line diagram of a residential building is given in Fig, Q1. Draw to a scale of 1:100.
i) Plan at sill level
Note: All load bearing walls are 230 mm thick and partition walls are 115 mm thick. All walls are in BBM of CM 1:6. The foundation is made of SSM in CM 1:6. The depth of the foundation is 1.2 m below ground level. The thickness of plinth bed is 150 mm, thickness of RCC 150 mm. The clear height of the roof from floor level is 3.1 m, and intel are provided at 2.1 m.
W1 = 1.2m × 1.5m W2 = 1.2m × 1.2m W3 = 1.5m × 1.2m
W4 = 1.2m × 0.75m W5 =1.0m × 0.6 m V1= 1.0m × 0.6m
V2 = 0.4m × 0.6m D1 = 1.2 m × 2.1 m D2 = 1.0m × 2.1m
D3 = 0.9m × 2.1m
Refer PDF for diagram
i) Plan at sill level
Note: All load bearing walls are 230 mm thick and partition walls are 115 mm thick. All walls are in BBM of CM 1:6. The foundation is made of SSM in CM 1:6. The depth of the foundation is 1.2 m below ground level. The thickness of plinth bed is 150 mm, thickness of RCC 150 mm. The clear height of the roof from floor level is 3.1 m, and intel are provided at 2.1 m.
W1 = 1.2m × 1.5m W2 = 1.2m × 1.2m W3 = 1.5m × 1.2m
W4 = 1.2m × 0.75m W5 =1.0m × 0.6 m V1= 1.0m × 0.6m
V2 = 0.4m × 0.6m D1 = 1.2 m × 2.1 m D2 = 1.0m × 2.1m
D3 = 0.9m × 2.1m
Refer PDF for diagram
25 M
1 (b)
The line diagram of a residential building is given in Fig, Q1. Draw to a scale of 1:100.
ii) Front elevation
Note: All load bearing walls are 230 mm thick and partition walls are 115 mm thick. All walls are in BBM of CM 1:6. The foundation is made of SSM in CM 1:6. The depth of the foundation is 1.2 m below ground level. The thickness of plinth bed is 150 mm, thickness of RCC 150 mm. The clear height of the roof from floor level is 3.1 m, and intel are provided at 2.1 m.
W1 = 1.2m × 1.5m W2 = 1.2m × 1.2m W3 = 1.5m × 1.2m
W4 = 1.2m × 0.75m W5 =1.0m × 0.6 m V1= 1.0m × 0.6m
V2 = 0.4m × 0.6m D1 = 1.2 m × 2.1 m D2 = 1.0m × 2.1m
D3 = 0.9m × 2.1m
Refer PDF for diagram
ii) Front elevation
Note: All load bearing walls are 230 mm thick and partition walls are 115 mm thick. All walls are in BBM of CM 1:6. The foundation is made of SSM in CM 1:6. The depth of the foundation is 1.2 m below ground level. The thickness of plinth bed is 150 mm, thickness of RCC 150 mm. The clear height of the roof from floor level is 3.1 m, and intel are provided at 2.1 m.
W1 = 1.2m × 1.5m W2 = 1.2m × 1.2m W3 = 1.5m × 1.2m
W4 = 1.2m × 0.75m W5 =1.0m × 0.6 m V1= 1.0m × 0.6m
V2 = 0.4m × 0.6m D1 = 1.2 m × 2.1 m D2 = 1.0m × 2.1m
D3 = 0.9m × 2.1m
Refer PDF for diagram
15 M
1 (c)
The line diagram of a residential building is given in Fig, Q1. Draw to a scale of 1:100.
iii) Section along A-A
Note: All load bearing walls are 230 mm thick and partition walls are 115 mm thick. All walls are in BBM of CM 1:6. The foundation is made of SSM in CM 1:6. The depth of the foundation is 1.2 m below ground level. The thickness of plinth bed is 150 mm, thickness of RCC 150 mm. The clear height of the roof from floor level is 3.1 m, and intel are provided at 2.1 m.
W1 = 1.2m × 1.5m W2 = 1.2m × 1.2m W3 = 1.5m × 1.2m
W4 = 1.2m × 0.75m W5 =1.0m × 0.6 m V1= 1.0m × 0.6m
V2 = 0.4m × 0.6m D1 = 1.2 m × 2.1 m D2 = 1.0m × 2.1m
D3 = 0.9m × 2.1m
Refer PDF for diagram
iii) Section along A-A
Note: All load bearing walls are 230 mm thick and partition walls are 115 mm thick. All walls are in BBM of CM 1:6. The foundation is made of SSM in CM 1:6. The depth of the foundation is 1.2 m below ground level. The thickness of plinth bed is 150 mm, thickness of RCC 150 mm. The clear height of the roof from floor level is 3.1 m, and intel are provided at 2.1 m.
W1 = 1.2m × 1.5m W2 = 1.2m × 1.2m W3 = 1.5m × 1.2m
W4 = 1.2m × 0.75m W5 =1.0m × 0.6 m V1= 1.0m × 0.6m
V2 = 0.4m × 0.6m D1 = 1.2 m × 2.1 m D2 = 1.0m × 2.1m
D3 = 0.9m × 2.1m
Refer PDF for diagram
15 M
1 (d)
The line diagram of a residential building is given in Fig, Q1. Draw to a scale of 1:100.
iv) Schedule of openings
Note: All load bearing walls are 230 mm thick and partition walls are 115 mm thick. All walls are in BBM of CM 1:6. The foundation is made of SSM in CM 1:6. The depth of the foundation is 1.2 m below ground level. The thickness of plinth bed is 150 mm, thickness of RCC 150 mm. The clear height of the roof from floor level is 3.1 m, and intel are provided at 2.1 m.
W1 = 1.2m × 1.5m W2 = 1.2m × 1.2m W3 = 1.5m × 1.2m
W4 = 1.2m × 0.75m W5 =1.0m × 0.6 m V1= 1.0m × 0.6m
V2 = 0.4m × 0.6m D1 = 1.2 m × 2.1 m D2 = 1.0m × 2.1m
D3 = 0.9m × 2.1m
Refer PDF for diagram
iv) Schedule of openings
Note: All load bearing walls are 230 mm thick and partition walls are 115 mm thick. All walls are in BBM of CM 1:6. The foundation is made of SSM in CM 1:6. The depth of the foundation is 1.2 m below ground level. The thickness of plinth bed is 150 mm, thickness of RCC 150 mm. The clear height of the roof from floor level is 3.1 m, and intel are provided at 2.1 m.
W1 = 1.2m × 1.5m W2 = 1.2m × 1.2m W3 = 1.5m × 1.2m
W4 = 1.2m × 0.75m W5 =1.0m × 0.6 m V1= 1.0m × 0.6m
V2 = 0.4m × 0.6m D1 = 1.2 m × 2.1 m D2 = 1.0m × 2.1m
D3 = 0.9m × 2.1m
Refer PDF for diagram
5 M
2 (a)
Draw cross section of a S.S. Masonry foundation to be provided for a load bearing wall of 230 mm thick brick wall. Use following data:
i) Width of foundation = 1.2m
ii) Depth of foundation = 1.5m
iii) Width of P.C.C. = 1.2 m
iv) Thickness of P.C.C. - CM 1:3:6 = 100 mm
v) Width of Plinth beam = 0.45m
vi) Thickness of plinth beam = 100 mm
vii) Height of plinth above ground level 0.6m excluding the thickness of plinth beam.
i) Width of foundation = 1.2m
ii) Depth of foundation = 1.5m
iii) Width of P.C.C. = 1.2 m
iv) Thickness of P.C.C. - CM 1:3:6 = 100 mm
v) Width of Plinth beam = 0.45m
vi) Thickness of plinth beam = 100 mm
vii) Height of plinth above ground level 0.6m excluding the thickness of plinth beam.
10 M
2 (b)
Draw the front elevation and sectional plan view of fully glazed double shuttered window of size 1.2m × 1.2 m.
10 M
3
Prepare a bubble diagram and develop a line diagram for a primary health centre to a suitable scale. The primary health centre should consists of
i) Reception
ii) Doctor's consultation room
iii) Lady doctor's room
iv) Minor operation theatre
v) Nurse room
vi) Dispensary
vii) Store room
viii) Laboratory
ix) Toilets for ladies and gents seperately.
i) Reception
ii) Doctor's consultation room
iii) Lady doctor's room
iv) Minor operation theatre
v) Nurse room
vi) Dispensary
vii) Store room
viii) Laboratory
ix) Toilets for ladies and gents seperately.
20 M
4
Prepare a bubble diagram for a office building and draw a single line diagram to a suitable scale for the following requirements.
i) Reception
ii) Execution office chambers - 2 Nos
iii) Office staff room
iv) Record room
v) Small meeting hall
vi) Toilets for ladies and gents separately.
i) Reception
ii) Execution office chambers - 2 Nos
iii) Office staff room
iv) Record room
v) Small meeting hall
vi) Toilets for ladies and gents separately.
20 M
5
The line diagram of a residential building is shown in Fig. Q5.Prepare:
a) Water supply layout
b) Electrical layout
Refer PDF for diagram
a) Water supply layout
b) Electrical layout
Refer PDF for diagram
20 M
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