GSPublisherVersion 0.0.100.100
CONSULTANTS:
GOVERNMENT.
PROPOSED GARBAHAREYMEAT MARKET
- GARBAHAREY DISTRICT -
PROJECT:
GARBAHAREY MEAT MARKET- GARBAHAREY DISTRICT -
GSPublisherVersion 0.0.100.100
DRAWING CONTENTDRAWING NOSHEET NO
PROPOSED GARBAHAREY MEAT MARKET
SEPT. 2016
DRAWING INDEX
SIGNED & STAMPED:
01.
02.
03.
04.
05.
01/15
02/15
03/15
04/15
05/15
Cover Page.
PROJECT NO:
Drawing Index.
Site Photos
Elevations
Proposed master plan
3D Models
Section
06. 06/15
07. 07/15
08. 08/15
09. 09/15
Architectural Drawings
10. 10/15 Elevations
Structural drawings_Roof.
Structural drawings_Foundation.
MARKET
TOILETS
Architectural Drawings
Area Schedule.
11.12.
13.
14.
15.
11/15
12/15
13/15
14/15
15/15
Location.
Site analysis.
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REVIEWED /APPROVED:
J. NANDWA
SEPTEMBER 2016
PROJECT
PROPOSED GARBAHAREYMEAT MARKET
- GARBAHAREY DISTRICT - J. NANDWA
Latitude
Longitude
Elevation
SITE LOCATION GARBAHAREY MARKET
03/15
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REVIEWED /APPROVED:
J. NANDWA
SEPTEMBER 2016
PROJECT
PROPOSED GARBAHAREYMEAT MARKET
- GARBAHAREY DISTRICT - J. NANDWA
New market to be built
Proposed new(2 No.) toilets
SITE ANALYSIS
04/15
GARBAHAREY MARKET
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SEPTEMBER 2016
PROJECT
PROPOSED GARBAHAREYMEAT MARKET
- GARBAHAREY DISTRICT - J. NANDWA
SITE PHOTOS
05/15
GARBAHAREY MARKET
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REVIEWED /APPROVED:
J. NANDWA
SEPTEMBER 2016
PROJECT
PROPOSED GARBAHAREYMEAT MARKET
- GARBAHAREY DISTRICT - J. NANDWA
RWP
RWP
RWP
RWP
Serv
ice
gate
to
fabr
icat
or's
deta
il.
Serv
ice
gate
to
fabr
icat
or's
deta
il.
Serv
ice
gate
s to
fabr
icat
or's
deta
il.
Prop
osed
bui
ldin
g to
be
posi
tion
ed o
n th
e ce
nter
of
the
exis
ting
plo
t as
mea
sure
don
the
gro
und.
Fall.
Fall.
Fall.
Fall.
Fall.
Fall.
Fall.
Fall.
Fall.
Fall.
ROO
F:Ev
e ov
erha
ng=6
00m
m,
Pitc
h=30
degr
ees
to d
etai
ls.
PROPOSED MASTERPLAN
06/15
GARBAHAREY MARKET
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SEPTEMBER 2016
PROJECT
PROPOSED GARBAHAREYMEAT MARKET
- GARBAHAREY DISTRICT - J. NANDWA
3D MODELS
07/15
GARBAHAREY MARKET
GSPublisherVersion 0.0.100.100
A1
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DATE
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DRAWING NO:
PROJECT NO: SHEET NO:
REVIEWED /APPROVED:
J. NANDWA
SEPTEMBER 2016
PROJECT
PROPOSED GARBAHAREYMEAT MARKET
- GARBAHAREY DISTRICT - J. NANDWA
12345678
AD
BC
23,200
400 1502,700
150 400 1502,700
150 400 1502,700
150400
2001,600
200400
150
2,700150 400 150
2,700150 400 150
2,700150 400
400150
2,100150
4001,600
400150
2,100150
3,400 3,400 3,400 2,400 3,400 3,400 3,400
2,8002,000
2,800
4003,000
4003,000
4003,000
4002,000
4003,000
4003,000
4003,000
400
4002,400
4001,600
4002,400
400
2,950 3,400550
3,400 2,000 3,400550
3,400 2,950
20022,600
200
2007,400
200
1,250900
3,100900
1,250
3,400
900
10,800
300300
8,000
S-02
S-01
E-02
E-03
E-01
E-04
COUNTERTOPS:R.C. countertops with
plastered finish to approval.for structure; see S.E. details.
SERVICE GATES:1600mm wide M.S. gates
primed and painted tofabricator's details.
400X400 R.C. columns, for structure; see S.E. details.
150mm steps.
150mm steps.
PVPV
PVPV
PVPV
PVPV
PVPV
PVPV
PV
PV
PV
PV
PV
PV
PV
PV
GATE
GATE
GATE
GATE
CONCRETECOUNTER-TOP
CONCRETECOUNTER-TOP
CONCRETECOUNTER-TOP
CONCRETECOUNTER-TOP
CONCRETECOUNTER-TOP
CONCRETECOUNTER-TOP
CONCRETECOUNTER-TOP
CONCRETECOUNTER-TOP
MARKET HALLSmooth F.F.
FLOORPLAN LAYOUT
FLOOR LAYOUT_MARKET
08/15
GARBAHAREY MARKET
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DATE
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REVIEWED /APPROVED:
J. NANDWA
SEPTEMBER 2016
PROJECT
PROPOSED GARBAHAREYMEAT MARKET
- GARBAHAREY DISTRICT - J. NANDWA
D C B A
150
150
450
1,50
060
0
150
2,10
0
300200
400
1502,100
150 4001,600
4002,400
400 500
2,800 2,000 2,800
Gauge 28 prepainted blue colouriron resincot roofing sheets nailed onsawn hardwood structure; see S.E. details.Roof pitch=30degrees.
R.C. columns; see S.E. details.
P.C. ventblocks fixed to approval.
P.V.C. rainwater gutters anddownpipes fixed to approval.PVPV PV
DPCDPC
8 7 6 5 4 3 2 1
300 300 4003,000
4003,000
4003,000
4002,000
4003,000
4003,000
4003,000
400 600
2001,600
200
1502,700
150
1,95
060
0
3,400 3,400 3,400 2,400 3,400 3,400 3,400
Gauge 28 prepainted blue colouriron resincot roofing sheets nailed onsawn hardwood structure; see S.E. details.Roof pitch=30degrees.
R.C. columns; see S.E. details.
P.C. ventblocks fixed to approval.
P.V.C. rainwater guttersand downpipes fixed to approval.DPC
DPC
PVPVPVPV
PVPVPV
E-01 Front Elevation
E-02 Side Elevation 01
ELEVATIONS
09/15
GARBAHAREY MARKET
GSPublisherVersion 0.0.100.100
A1
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DATE
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DRAWING NO:
PROJECT NO: SHEET NO:
REVIEWED /APPROVED:
J. NANDWA
SEPTEMBER 2016
PROJECT
PROPOSED GARBAHAREYMEAT MARKET
- GARBAHAREY DISTRICT - J. NANDWA
1 2 3 4 5 6 7 860
0
1502,700
150
300 300 4003,000
4003,000
4003,000
4002,000
4003,000
4003,000
4003,000
400 600
2,25
015
0
150
3,400 3,400 3,400 2,400 3,400 3,400 3,400
1600mm wide M.S.service gates primed andpainted tofabricator's details.
150mm steps.
Gauge 28 prepainted blue colouriron resincot roofing sheets nailed onsawn hardwood structure; see S.E. details.Roof pitch=30degrees.
P.C. ventblocks fixed to approval.
200mm thick concrete hollow-blockswalls with plaster and paint finishto approval.
DPC DPC
PVPVPVPV
PVPVPV
A B C D
1,95
060
0
300 200 4002,400
4001,600
4002,400
400 500
150
2,10
0
150
150
2,800 2,000 2,800Gauge 28 prepainted blue colouriron resincot roofing sheets nailed onsawn hardwood structure; see S.E. details.Roof pitch=30degrees.
R.C. columns; see S.E. details.
200mm thick concrete hollow-blockswalls with plaster and paint finishto approval.
P.V.C. rainwater gutters anddownpipes fixed to approval.PVPV PV
DPC DPC
E-03 Side Elevation 02
E-04 Rear Elevation
ELEVATIONS
10/15
GARBAHAREY MARKET
GSPublisherVersion 0.0.100.100
A1
SCALE
DATE
DRAWN BY:
DRAWING TITLE:
DRAWING NO:
PROJECT NO: SHEET NO:
REVIEWED /APPROVED:
J. NANDWA
SEPTEMBER 2016
PROJECT
PROPOSED GARBAHAREYMEAT MARKET
- GARBAHAREY DISTRICT - J. NANDWA
8 7 6 5 4 3 2 1
3,400550
3,400 2,000 3,400550
3,400
2001,600
200400
750
400 300
700
3,400 3,400 3,400 2,400 3,400 3,400 3,400 Gauge 28 prepainted blue colouriron resincot roofing sheets nailed onsawn hardwood structure; see S.E. details.Roof pitch=30degrees.
R.C. ring-beam; see S.E. details.
P.C. ventblocks fixed to approval.
R.C. strip footing with 200mm thickmasonry foundation walling; see S.E. details.
200mm thick concrete hollow-blocks wallswith plaster and paint finish to approval.
R.C. columns; see S.E. details.
R.C. countertops withplastered finish to approval.
for structure; see S.E. details.
HANGING FIXTURES:15mm diameter 3000X1100mmheight M.S. hanging structures
fixed appropriately into concretecountertops, primed and
painted to fabricator's details.
P.V.C. rainwater gutters anddownpipes fixed to approval.
200X25mm hardwood facia-boardpainted to approval.PVPVPVPVPVPV PV
2,10
035
045
0
2,85
0
150
150
1,00
0 150mm thick R.C. slab with B.R.C. meshand D.P.M. cast on well compactedhardcore infill with anti-termite treatmentand blinding layer; see S.E. details.
A B C D
1,600
900 400600
150
100 200 300
100750
2,800 2,000 2,800 Gauge 28 prepainted blue colouriron resincot roofing sheets nailed onsawn hardwood structure; see S.E. details.Roof pitch=30degrees.
R.C. ring-beam; see S.E. details.
P.C. ventblocks fixed to approval.
R.C. strip footing with 200mm thickmasonry foundation walling; see S.E. details.
200mm thick concrete hollow-blocks wallswith plaster and paint finish to approval.
R.C. columns; see S.E. details.
R.C. countertops withplastered finish to approval.for structure; see S.E. details.
SERVICE GATES:1600mm wide M.S. gates
primed and painted tofabricator's details.
P.V.C. rainwater gutters anddownpipes fixed to approval. 200X25mm hardwood facia-board
painted to approval.
DPC DPC
PVPV
PV
2,10
035
040
0
1,00
0
750
150
150
150mm thick R.C. slab with B.R.C. meshand D.P.M. cast on well compacted
hardcore infill with anti-termite treatmentand blinding layer; see S.E. details.
S-02 Longitudinal Section
S-01 Lateral Section
SECTION
11/15
GARBAHAREY MARKET
GSPublisherVersion 0.0.100.100
A1
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DATE
DRAWN BY:
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DRAWING NO:
PROJECT NO: SHEET NO:
REVIEWED /APPROVED:
J. NANDWA
SEPTEMBER 2016
PROJECT
PROPOSED GARBAHAREYMEAT MARKET
- GARBAHAREY DISTRICT - J. NANDWA
1,1251,200
1,2001,238
1,6801,680
1,6801,680
1,6801,680
1,6801,680
1,6801,240
1,2001,200
1,125
1,12
51,20
0 1,20
01,20
0 1,20
01,20
0 1,13
11,19
4
62862
8628 62
862862
8 62810
0628 62
862862
8 62862
8628
653603
628628
628628
Trus
s T1
Trus
s T1
Trus
s T1
Trus
s T1
Trus
s T1
Trus
s T1
Trus
s T1
Trus
s T1
Trus
s T1
C
A
100x50100x50100x50
100x
50
100x
50
100x
50
100x
50
100x50
20°
TRUSS T1SCALE = 1:25
80001000 1000 1000
100x
50
100x50
100x50
100x50
100x50
100x50
1000100010001000
100x50
1000
1,80
0
1400
900
45019
00
1660
14601300 1300 1300 1300 1300 1300
100X50MM TIMBER RAFTER
50X165X3 ANGLE CLEAT BOLTED TO THE100X50 TIMBER RAFTER EF.
150 MM DIA. CIRCULAR SECTIONWELDED TO THE 200X50X3.0MM RHS
FILLET WELD
SCALE 1:10
SECTION A-A
2 No. 8mm Dia. Bolt
12mm DIA. M.S HOLD DOWNBOLTS @ 1500 C/C
(SCALE 1:20)DETAIL `B'
NAILING AREA
2/100x50mm THICK COLLAR PLATES (E.F.)
RING BEAM
150
DETAIL `C'(SCALE 1:20)
2/150x50mm OR 100x50mm THICKCOLLAR PLATE EACH FACE
150
NAILING AREA
25
5025
25
(SCALE 1:20)
50
SEC. B-B
(SCALE 1:20)
TYPICAL NAILING PATTERN
5050
2525
150x50mmTRUSS MEMBER
COLLAR PLATE
2525
25
50
2550
50
25 5050 25
2550
50
B
150x50mmTRUSS MEMBER
50
5050
252550
TRUSS MEMBER150x50mm
50mm THICK
50mm THICK
150x50mmTRUSS MEMBER
COLLAR PLATEB
STRUCTURAL DETAILS
12/15
GARBAHAREY MARKET
GSPublisherVersion 0.0.100.100
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DATE
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REVIEWED /APPROVED:
J. NANDWA
SEPTEMBER 2016
PROJECT
PROPOSED GARBAHAREYMEAT MARKET
- GARBAHAREY DISTRICT - J. NANDWA
A142 BRC MESH
A142 BRC MESH
A142 BRC MESH
2800 2000 2800
7600
22800
22800
FOUNDATION LAYOUT
2800 2000 2800
7600
22800
22800
RING BEAM LAYOUT
8Y12-01-200 B1
col1
550 400 550
1500
550
400
550
1500
01
02 02 02 02 02 02 02 02
Cover:
Bot:75 mm
Sides:50 mm
Top:50 mm
Cols:30 mm1500
400
23R10-S
A-2
00
(23)
8Y12-02-200 B2
TYPICAL BASE AND COLUMN
BASE PLAN
4Y16-05
R10-SA
05
05
05
05
400
400
SECTION: col1
3 0 0 m m T H IC K H A R D C O R E
C O M P A C T E D IN L A Y E R S
1 0 0 0 G P 0 L Y T H E N E S H E E T
L A ID O N Q U A R R Y D U S T
B R C M E S H A 1 4 2
D P C
3 0 0 m m T H IC K H A R D C O R E
C O M P A C T E D IN L A Y E R S
1 0 0 0 G P 0 L Y T H E N E S H E E T
L A ID O N Q U A R R Y D U S T
B R C M E S H A 1 4 2
D P C
DET O
N S
ITE
2850
12
55
0
3 Y 1 0 -0 1 a
6 0 0
5 0 m m B L IN D IN G
2 0 0
TO
BE
DE
TE
RM
INE
D
ON
SIT
E
25
0
EXTERNAL WALL STRIP FOOTING
243Y10-07 B1
6Y8-01-250
6Y8-01-250 B1
6Y8-02-250
6Y8-03-250
6Y8-04-250
6Y8-05-250
6Y8-05-250 T1
3Y8-07-250 B2
3Y8-07-250
4Y8-07 T2 ( 2 )( 2 )
D
6Y8-06-250
4Y8-07(2)
(2)
A
B
CS C 1 3 3
ENTRANCE STEPS DETAILS
150
150
150
300 300
1200
6Y8-03-250 B1
6Y8-02-250 B1
6Y8-06-250 T1
6Y8-04-250 T1
200
300
2Y12
2Y12
RING BEAM SECTION
304Y8-09
A142 B
RC M
ESH
A142 B
RC M
ESH
A142 B
RC M
ESH
2800
2000
2800
7600
22800
22800
FO
UN
DATIO
N L
AYO
UT
2800
2000
2800
7600
22800
22800
RIN
G B
EAM
LAYO
UT
8Y12-0
1-2
00 B
1
col1
550
400
550
1500
550400550
1500
01
02
02
02
02
02
02
02
02
Co
ver:
Bot:7
5 m
m
Sid
es:5
0 m
m
Top:5
0 m
m
Co
ls:3
0 m
m1500
400
23R10-SA-200 (23)
8Y12-0
2-2
00 B
2
TY
PIC
AL B
AS
E A
ND
CO
LU
MN
BA
SE
PL
AN
4Y
16-0
5
R1
0-S
A
05
05
05
05
400
400
SE
CT
ION
: col13
00
mm
TH
ICK
HA
RD
CO
RE
CO
MP
AC
TE
D IN
LA
YE
RS
10
00
G P
0L
YT
HE
NE
SH
EE
T
LA
ID O
N Q
UA
RR
Y D
US
T
BR
C M
ES
H A
14
2
DP
C
30
0m
m T
HIC
K H
AR
DC
OR
E
CO
MP
AC
TE
D IN
LA
YE
RS
10
00
G P
0L
YT
HE
NE
SH
EE
T
LA
ID O
N Q
UA
RR
Y D
US
T
BR
C M
ES
H A
14
2
DP
C
DET ON SITE 2850
1 2 55 0
3Y
10
-01
a
60
0
50
mm
BL
IND
ING
20
0
T O B E D E T E R M IN E D
O N S IT E
2 5 0
EXTERN
AL W
ALL S
TRIP
FO
OTIN
G
243Y10-0
7 B
1
6Y8-0
1-2
50
6Y8-0
1-2
50 B
1
6Y8-0
2-2
50
6Y8-0
3-2
50
6Y8-0
4-2
50
6Y8-0
5-2
50
6Y8-0
5-2
50 T
1
3Y8-0
7-2
50 B
2
3Y8-0
7-2
50
4Y8-0
7 T
2(
2)(2
)
D
6Y8-0
6-2
50
4Y8-0
7(2
)
(2)
A
B
CS
C 1
33
EN
TRAN
CE S
TEPS D
ETAIL
S
150 150 150
300
300
1200
6Y8-0
3-2
50 B
1
6Y8-0
2-2
50 B
1
6Y8-0
6-2
50 T
1
6Y8-0
4-2
50 T
1
200
300
2Y12
2Y12
RIN
G B
EAM
SECTIO
N 304Y8-0
9
A142 B
RC M
ESH
A142 B
RC M
ESH
A142 B
RC M
ESH
2800
2000
2800
7600
22800
22800
FO
UN
DATIO
N L
AYO
UT
2800
2000
2800
7600
22800
22800
RIN
G B
EAM
LAYO
UT
8Y12-0
1-2
00 B
1
col1
550
400
550
1500
550400550
1500
01
02
02
02
02
02
02
02
02
Co
ver:
Bot:7
5 m
m
Sid
es:5
0 m
m
Top:5
0 m
m
Co
ls:3
0 m
m1500
400
23R10-SA-200 (23)
8Y12-0
2-2
00 B
2
TY
PIC
AL B
AS
E A
ND
CO
LU
MN
BA
SE
PL
AN
4Y
16-0
5
R1
0-S
A
05
05
05
05
400
400
SE
CT
ION
: col13
00
mm
TH
ICK
HA
RD
CO
RE
CO
MP
AC
TE
D IN
LA
YE
RS
10
00
G P
0L
YT
HE
NE
SH
EE
T
LA
ID O
N Q
UA
RR
Y D
US
T
BR
C M
ES
H A
14
2
DP
C
30
0m
m T
HIC
K H
AR
DC
OR
E
CO
MP
AC
TE
D IN
LA
YE
RS
10
00
G P
0L
YT
HE
NE
SH
EE
T
LA
ID O
N Q
UA
RR
Y D
US
T
BR
C M
ES
H A
14
2
DP
C
DET ON SITE 2850
1 2 55 0
3Y
10
-01
a
60
0
50
mm
BL
IND
ING
20
0
T O B E D E T E R M IN E D
O N S IT E
2 5 0
EXTERN
AL W
ALL S
TRIP
FO
OTIN
G
243Y10-0
7 B
1
6Y8-0
1-2
50
6Y8-0
1-2
50 B
1
6Y8-0
2-2
50
6Y8-0
3-2
50
6Y8-0
4-2
50
6Y8-0
5-2
50
6Y8-0
5-2
50 T
1
3Y8-0
7-2
50 B
2
3Y8-0
7-2
50
4Y8-0
7 T
2(
2)(2
)
D
6Y8-0
6-2
50
4Y8-0
7(2
)
(2)
A
B
CS
C 1
33
EN
TRAN
CE S
TEPS D
ETAIL
S
150 150 150
300
300
1200
6Y8-0
3-2
50 B
1
6Y8-0
2-2
50 B
1
6Y8-0
6-2
50 T
1
6Y8-0
4-2
50 T
1
200
300
2Y12
2Y12
RIN
G B
EAM
SECTIO
N 304Y8-0
9
A142 BRC MESH
A142 BRC MESH
A142 BRC MESH
2800 2000 2800
7600
22800
22800
FOUNDATION LAYOUT
2800 2000 2800
7600
22800
22800
RING BEAM LAYOUT
8Y12-01-200 B1
col1
550 400 550
1500
550
400
550
1500
01
02 02 02 02 02 02 02 02
Cover:
Bot:75 mm
Sides:50 mm
Top:50 mm
Cols:30 mm1500
400
23R10-S
A-2
00
(23)
8Y12-02-200 B2
TYPICAL BASE AND COLUMN
BASE PLAN
4Y16-05
R10-SA
05
05
05
05
400
400
SECTION: col1
3 0 0 m m T H IC K H A R D C O R E
C O M P A C T E D IN L A Y E R S
1 0 0 0 G P 0 L Y T H E N E S H E E T
L A ID O N Q U A R R Y D U S T
B R C M E S H A 1 4 2
D P C
3 0 0 m m T H IC K H A R D C O R E
C O M P A C T E D IN L A Y E R S
1 0 0 0 G P 0 L Y T H E N E S H E E T
L A ID O N Q U A R R Y D U S T
B R C M E S H A 1 4 2
D P C
DET O
N S
ITE
2850
12
55
0
3 Y 1 0 -0 1 a
6 0 0
5 0 m m B L IN D IN G
2 0 0
TO
BE
DE
TE
RM
INE
D
ON
SIT
E
25
0
EXTERNAL WALL STRIP FOOTING
243Y10-07 B1
6Y8-01-250
6Y8-01-250 B1
6Y8-02-250
6Y8-03-250
6Y8-04-250
6Y8-05-250
6Y8-05-250 T1
3Y8-07-250 B2
3Y8-07-250
4Y8-07 T2 ( 2 )( 2 )
D
6Y8-06-250
4Y8-07(2)
(2)
A
B
CS C 1 3 3
ENTRANCE STEPS DETAILS
150
150
150
300 300
1200
6Y8-03-250 B1
6Y8-02-250 B1
6Y8-06-250 T1
6Y8-04-250 T1
200
300
2Y12
2Y12
RING BEAM SECTION
304Y8-09
A142 BRC MESH
A142 BRC MESH
A142 BRC MESH
2800 2000 2800
7600
22800
22800
FOUNDATION LAYOUT
2800 2000 2800
7600
22800
22800
RING BEAM LAYOUT
8Y12-01-200 B1
col1
550 400 550
1500
550
400
550
1500
01
02 02 02 02 02 02 02 02
Cover:
Bot:75 mm
Sides:50 mm
Top:50 mm
Cols:30 mm1500
400
23R10-S
A-2
00
(23)
8Y12-02-200 B2
TYPICAL BASE AND COLUMN
BASE PLAN
4Y16-05
R10-SA
05
05
05
05
400
400
SECTION: col1
3 0 0 m m T H IC K H A R D C O R E
C O M P A C T E D IN L A Y E R S
1 0 0 0 G P 0 L Y T H E N E S H E E T
L A ID O N Q U A R R Y D U S T
B R C M E S H A 1 4 2
D P C
3 0 0 m m T H IC K H A R D C O R E
C O M P A C T E D IN L A Y E R S
1 0 0 0 G P 0 L Y T H E N E S H E E T
L A ID O N Q U A R R Y D U S T
B R C M E S H A 1 4 2
D P C
DET O
N S
ITE
2850
12
55
0
3 Y 1 0 -0 1 a
6 0 0
5 0 m m B L IN D IN G
2 0 0
TO
BE
DE
TE
RM
INE
D
ON
SIT
E
25
0
EXTERNAL WALL STRIP FOOTING
243Y10-07 B1
6Y8-01-250
6Y8-01-250 B1
6Y8-02-250
6Y8-03-250
6Y8-04-250
6Y8-05-250
6Y8-05-250 T1
3Y8-07-250 B2
3Y8-07-250
4Y8-07 T2 ( 2 )( 2 )
D
6Y8-06-250
4Y8-07(2)
(2)
A
B
CS C 1 3 3
ENTRANCE STEPS DETAILS
150
150
150
300 300
1200
6Y8-03-250 B1
6Y8-02-250 B1
6Y8-06-250 T1
6Y8-04-250 T1
200
300
2Y12
2Y12
RING BEAM SECTION
304Y8-09
5Y10
-02-
200
18Y10-01-200A
3400
COUNTER TOP DETAILS
900
1000
1375 1375150 150 150SECTION A-A
150
HODAN DISTRICT SIGALE MARKET
5Y10
-02-
200
18Y10-01-200A
3400
COUNTER TOP DETAILS
900
1000
1375 1375150 150 150SECTION A-A
150
HODAN DISTRICT SIGALE MARKET
TYPICAL BASE AND COLUMNFOUNDATIONS LAYOUT
RING BEAM LAYOUT
RING BEAM SECTION
EXTERNAL WALL STRIP FOOTING
STRUCTURAL DETAILS
13/15
GARBAHAREY MARKET
GSPublisherVersion 0.0.100.100
A1
SCALE
DATE
DRAWN BY:
DRAWING TITLE:
DRAWING NO:
PROJECT NO: SHEET NO:
REVIEWED /APPROVED:
J. NANDWA
SEPTEMBER 2016
PROJECT
PROPOSED GARBAHAREYMEAT MARKET
- GARBAHAREY DISTRICT - J. NANDWA
1,90
080
01,
650
4002,000
400 4001,900 1,400
400 400800
400800
400
CD-02Parapet Coping Detail
4,00
0
3,000
150
150
3,20
015
065
050
300
1,60
060
050020
0 1,10
050
4,35
0900300
900
100800
400800
100
600X600mm flytight manhole cover.
Ground level.
150mm thick R.C. slababove laterine pit;
see S.E. details.
LATERINE PIT:3x3x4m deep pit.
Toilets fitted with wash-pipes,toilet paper holders,electric airhand dryers and mirrors above
all W.H.B.s to fittingspecialist's details.
Lining of edges up to bottomof pit if in loose formation or in
areas with ground water.
LADIESGENTS
PV PV
2 number 1000litresP.V.C. cold water storage
tanks on structural bearersto approval. 150mm thick waterproofed
R.C. roof-slab,for structure;see S.E. details.
50mm thick concrete copingon parapet wall to detail.
P.C. ventblocksfixed to approval.
2000mm height concretehollow-blocks partitionwalls with plaster and paintfinish to approval.
150mm thick R.C. slab withB.R.C. mesh and D.P.M. cast onwell compacted hardcore withanti-termite treatmentand blinding layer; see S.E. details.
Aluminium windowsto fabricator's details.
Ceramic sanitary fittingsto approval.
R.C. foundation with 200mmthick masonry foundation walling;see S.E. details.
100mm diameter P.V.C.vent pipe with fly screen
mesh top.
2001,000
2001,000
200
4002,000
400
400800
404796
400
400
1,90
01,
400
400
4,10
02,800
300
Ladies
w2 w2
PV PV
PV
D1
PV
D1
Gents
w.h.b w.h.b
200
2,13
3
1,00
0
Pit
Masonry walling
G.l
VRC slab
2303,000
230
3,460
230
3,00
023
0
3,46
0 D
ELEVATION T1 ELEVATION T2
FLOOR LAYOUT SECTIONAL ELEVATION T-T
ELEVATION T3
14/15
GARBAHAREY MARKET
DUMPING PIT (FLOOR PLAN)
DUMPING PIT (SECTION)
GSPublisherVersion 0.0.100.100
A1
SCALE
DATE
DRAWN BY:
DRAWING TITLE:
DRAWING NO:
PROJECT NO: SHEET NO:
REVIEWED /APPROVED:
J. NANDWA
SEPTEMBER 2016
PROJECT
PROPOSED GARBAHAREYMEAT MARKET
- GARBAHAREY DISTRICT - J. NANDWA
AREA SCHEDULE
FLOOR AREA SCHEDULES
MARKET
SPACE USE FLOOR AREA (M2) REMARKS
MARKET HALL
TOTAL FLOOR AREA:
179.4 REHABILITATION.
187.4M2
LADIES
GENTS
4
4
NEW CONSTRUCTION.
15/15
GARBAHAREY MARKET