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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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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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

SCALE

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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A1

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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

SCALE

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 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

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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

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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

1,1251,200

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