Shershada_Architecture Portfolio

trench
S_05
RP-1
Cover top finish level =100.341f
Outgoing invert level =99.891
Distance from the last chamber=17.688m @1%=100.341-0.176= 100.165m
Fin ground level at 1st branch =100.165f
Outgoing invert level at 1st junction=100.165-(0.228+0.200+0.210)=99.527m
60 m ash track- 6 lanes ( 0.9 m X 6 no.s)
Inner perimeter of track = 117 m
Cover top finish level =99.963f
Outgoing invert level =99.325
Distance from the last chamber=20.270m @1%=100.165-0.202= 99.963m
Fin ground level at 1st branch =99.963f
Outgoing invert level at 1st junction=99.963-(0.228+0.200+0.210)=99.325m
Difference between fin gr level & invert = 0.638m
Outgoing invert leading to convent well / 110mm Ø PVC pipe, CL2 /=99.325m
(provide valve in inspection chamber at entry to convent well)
P15
14.393
Existing drain invert level
1.401
Existing drain invert level
1.401
1.500
Existing ground level
0.100
0.100
0.100
0.600
0.600
Existing ground level
0.100
0.100
0.600
1.500
3.806 1.500
3.754
0.600
0.100
0.600
0.100
0.600
Existing drain invert level
1.401
Existing ground level
0.100
0.100
0.600
0.415
0.101
0.101
0.415
0.101
1.475
1.920
2.423
2.227
8" Ø pipe
20.544
UPGRADATION OF AMNETIES @ ST. GEROSA HIGH SCHOOL, MANGALORE
Perforated pipe -01
20.268
6" dia pipe to be connected to well
REORGANIZED PLAN- GIRLS’ TOILET
PLAYGROUND AND SURROUNDINGS
20.268
6" dia pipe to be connected to we l
LIGHTROOFING AND FOOTING DETAILS
KEY PLAN
RP-2
4" Ø PVC pipe, CL2 /=99.325m
Outgoing invert level =99.325 /
leading to convent well /
8" Ø pipe to drain
UPGRADATION OF AMNETIES @ ST. GEROSA HIGH SCHOOL, MANGALORE
LIGHTROOFING AND FOOTING DETAILS
This project had several constituents:
UPGRADATION OF AMNETIES @ ST. GEROSA HIGH SCHOOL, MANGALORE
1. Upgradation of Play-ground facilities.
2. Redesign of galleries.
3. Upgradation of toilet facilities of girls and boys.
4. Design of water trough near the play ground.
5. Redesign of water drainage facilities.
20.341
0.230
150 Ø pipe (20.3 kg/ m)
od=166.5
thickness= 8.25 mm
100.751
100.370
F AMNETIES @ ST. GEROSA HIGH SCHOOL, MANGALORE
P-19
0.381
0.075
F AMNETIES @ ST. GEROSA HIGH SCHOOL, MANGALORE
REORGANIZED PLAN- GIRLS’ TOILET
0.812
UPGRADATION OF AMNETIES @ ST. GEROSA HIGH SCHOOL, MANGALORE
1.5 0
0.050
Section through stage
0.230
150 Ø pipe (20.3 kg/ m)
od=166.5
thickness= 8.25 mm
Existing gallery outline
100.751
100.370
0.100 0.100
0.415
0.765
0.381
S-01
1.500
PLAN
0.050
0.075
0.100
1.800
0.812
0.600
Section through stage
Existing gallery outline
0.075
0.075
0.075
0.706
0.100 0.100
0.415
0.765
0.306
S-01
PLAN
Section of NorthWest Gallery S-01
Section of NorthWest Gallery S-01
1.800
0.110
0.075
0.075
0.075 0.100
0.075
0.306
99.9680.706
Existing ground level
0.100
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
0.100
UPGRADATION OF AMNETIES @ ST. GEROSA HIGH SCHOOL, MANGALORE
0.110
0.075
99.968
Existing ground level
0.100
0.100
ENTRANCE STAIRS AND DRAINS
Existing ground level
102.296
Riser = 0.381
Tread = 0.609
Riser = 0.381
Tread = 0.609
0.641
0.641
0.100
1.500
0.130
0.100
0.100
0.884
1.800
1.800
3.806 1.500
0.050
0.812
0.050
0.812
Section through steps
0.100
0.415
0.100
0.100
100.786
Riser = 0.150m
Tread = 0.300m
0.574
0.100
0.415
100.786
1.800
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
Existing stage profile
0.100 Riser = 0.150m
Tread = 0.300m
UPGRADATION OF AMNETIES @ ST. GEROSA HIGH SCHOOL, M
S-02
0.100
STAGE ENTRANCE STAIR AND DRAIN DETAILS
Existing drain invert level
3.754
100.804
0.600
1.800
0.415x0.415/12mm thk MS
Existing stage base plate profile with provision for
18mm Ø MS threaded bolts, projecting
38 mm above footing surface,
of 0.228m length set as assembly
at time of pouring of concrete to
specified spacing
10 mm bar @ .15 m c/c
10 mm bar @ .15 m c/c
0.075
PRODUCED BY AN AUTODESK 0.100 EDUCATIONAL PRODUCT
0.075
150 Ø pipe (20.3 kg/ m)
0.100
od=166.5
0.765
0.100
thickness= 8.25 mm
150 Ø pipe (20.3 kg/ m)
0.574
od=166.5
thickness= 8.25 mm
Section through steps
S-02
DETAILS
0.415x0.415/12mm thk MS
base plate with provision for
18mm Ø MS threaded bolts, projecting
38 mm above footing surface,
of 0.228m length set as assembly
at time of pouring of concrete to
0.075
specified spacing
0.075
10 mm bar @ .15 m c/c
0.765
10 mm bar @ .15 m c/c
Existing granite
slabs used as covers
GALLERY SECTIONAL
Existing ground level
102.296
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
UPGRADATION OF AMNETIES @ ST. GEROSA HIGH SCHOOL, MANGALORE
1.637
SECTION OF UPPER FOOTING
1:3 CM plaster to finish
1:3 CM plaster to finish
flush with 229x229x20mm thk
flush with 229x229x20mm thk
terracotta tiles
terracotta tiles
edge tiles
edge tiles
16mm MS bars to be rammed
16mm MS bars to be rammed
into existing masonary ,
into existing masonary ,
approx 0.228m, to anchor the
approx 0.228m, to anchor the
PCC work above @ approx 6 ft ² grid
PCC work above @ approx 150 Ø pipe 6 ft ² (20.3 grid kg/ m)
od=166.5
thickness= 8.25 mm
Existing gallery outline
Road Widening Outline / 100' ROW
4.947
Existing gallery outline
UPGRADATION OF AMNETIES @ ST. GEROSA HIGH SCHOOL, MANGALORE
0.130
0.884
6.841
Existing granite
slabs used as covers
Existing granite
slabs used as covers
STAGE ENTRANCE STAIR AND DRAIN DETAILS
Section of NorthWest Gallery S-02
Section of NorthWest Gallery S-02
DETAILS
1:3:6 PCC using 20mm
1:3:6 PCC using 20mm
downgraded aggregate with nominal reinforcement
downgraded aggregate with nominal reinforcement Distribution steel @ .3 c/c
Distribution steel @ .3 c/c
Main reinforcement bars @ .45 c/c.
0.230
100.751
100.370
0.130
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
Main reinforcement bars @ .45 c/c.
UPGRADATION OF AMNETIES @ ST. GEROSA HIGH SCHOOL, MANGALORE
Riser = 0.381
Tread = 0.609
Existing gallery outline
0.361
0.884
100.804
0.415x0.415/12mm thk MS
base plate with provision for
18mm Ø MS threaded bolts, projecting
38 mm above footing surface,
of 0.228m length set as assembly
at time of pouring of concrete to
specified spacing
10 mm bar @ .15 m c/c
10 mm bar @ .15 m c/c
1.637
SECTION OF UPPER FOOTING
0.100
0.100
PRODUCED BY AN AUTODESK EDUCATIONAL 150 Ø PRODUCT
pipe (20.3 kg/ m)
150 Ø pipe (20.3 kg/ m)
od=166.5
od=166.5
thickness= 8.25 mm
thickness= 8.25 mm
1.637
SECTION OF UPPER FOOTING
Riser = 0.381
Tread = 0.609
0.663
Road Widening Outline / 100' ROW
4.947
1.401
Section of NorthWest Gallery S-01
0.361
Existing gallery outline
SECTION OF LOWER FOOTING
Existing ground level
0.415x0.415/12mm thk MS
base plate with provision for
18mm Ø MS threaded bolts, projecting
38 Existing mm above ground footing level surface,
of 102.296 0.228m length set as assembly
at time of pouring of concrete to
specified spacing
10 mm bar @ .15 m c/c
10 mm bar @ .15 m c/c
6.841
0.230
100.751
100.370
Road Widening Outline / 100' ROW
0.230
4.947
0.100
150 Ø pipe (20.3 kg/ m)
od=166.5
thickness= 8.25 mm
100.751
100.370
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
Riser = 0.381
Tread = 0.609
Riser = 0.381
Tread = 0.609
SECTION OF UPPER FOOTING
100.291
Existing ground level
100.291
0.282 Existing ground level
0.282
Section of SouthWest Gallery S-04
Section of SouthWest Gallery S-04
0.439
0.439
SECTION OF LOWER FOOTING
LIGHTROOFING AND FOOTING DETAILS
6.841
0.230
100.751
100.370
0.100
SECTION
ODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
0.381
150 Ø pipe (20.3 kg/ m)
od=166.5
thickness= 8.25 mm
0.415x0.415/12mm thk MS
base plate with provision for
18mm Ø MS threaded bolts, projecting
38 mm above footing surface,
of 0.228m length set as assembly
at time of pouring of concrete to
specified spacing
10 mm bar @ .15 m c/c
10 mm bar @ .15 m c/c
0.100
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
SECTION OF UPPER FOOTING
0.100
0.600
LIGHT ROOFING AND FOOTING
Section of NorthWest Gallery S-01
0.663
Riser = 0.381
Tread = 0.609
0.100
Existing ground level
102.296
Riser = 0.381
Tread = 0.609
0.100
0.100
0.230
LIGHTROOFING AND FOOTING DETA
SECTION OF LOWER FOOTING
150 Ø pipe (20.3 kg/ m)
od=166.5
thickness= 8.25 mm
100.751
100.370
1:3 CM plaster to finish
flush with 229x229x20mm thk
terracotta tiles
edge tiles
16mm MS bars to be rammed
1:3 CM plaster to finish
into existing masonary ,
flush with 229x229x20mm thk
approx 0.228m, to anchor the
terracotta tiles
PCC work above @ approx 6 ft ² grid
edge tiles
150 Ø 16mm pipe (20.3 MS bars kg/ m) to be rammed
od=166.5 into existing masonary ,
thickness= 8.25 mm
approx 0.228m, to anchor the
PCC work above @ approx 6 ft ² grid
DETAILS
1:3:6 PCC using 20mm
downgraded aggregate with nominal reinforcement
Distribution steel @ .3 c/c
1:3:6 PCC using 20mm
downgraded aggregate with nominal reinforcement
Distribution steel @ .3 c/c
Section of NorthEast Gallery S-03
Section of NorthEast Gallery S-03
Existing gallery outline
Section of NorthWest Gallery S-02
Existing gallery outline
0.381
0.100
Section of NorthWest Gallery S-02
Main reinforcement bars @ .45 c/c.
Main reinforcement bars @ .45 c/c.
100.751
100.292
0.075
100.751
100.292
R
Tr
0.07