PROPOSED MULTI-PURPOSE MARKET IN JALALAQSI DISTRICT GARBAHAREY MILK MARKET.pdfmasonry foundation...

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CONSULTANTS:

GOVERNMENT.

PROPOSED MILK SHED

- GARBAHAREY DISTRICT -

PROJECT:

GARBAHAREY DISTRICT


DRAWING CONTENTDRAWING NOSHEET NO

PROPOSED CONSTRUCTION OF GARBAHAREY MILK SHED

AUGUST 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.

Electrical drawings.

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

Structural drawings_Septic tank.

Area Schedule.

11.12.

13.

14.

15.

11/16

12/15

13/15

14/15

15/15


A1

SCALE

DATE

DRAWN BY:

DRAWING TITLE:

DRAWING NO:

PROJECT NO: SHEET NO:

REVIEWED /APPROVED:

J. NANDWA

AUGUST 2016

PROJECT

PROPOSED MILK SHED


Latitude

Longitude

Elevation

LOCATION

03/16

JALALAQSI MARKET

COORDINATES


A1

SCALE

DATE

DRAWN BY:

DRAWING TITLE:

DRAWING NO:


REVIEWED /APPROVED:

J. NANDWA

AUGUST 2016

PROJECT

PROPOSED MILK SHED


New market

Proposed septic tankand soak away pit

Proposed new(4 No.) toilets

SITE ANALYSIS

04/16

JALALAQSI MARKET


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SCALE

DATE

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DRAWING TITLE:

DRAWING NO:


REVIEWED /APPROVED:

J. NANDWA

AUGUST 2016

PROJECT

PROPOSED MILK SHED


SITE PHOTOS

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JALALAQSI MARKET


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DATE

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DRAWING TITLE:

DRAWING NO:


REVIEWED /APPROVED:

J. NANDWA

AUGUST 2016

PROJECT

PROPOSED MILK SHED


RWP

RWPRWP

Proposed building to bepositioned on the center ofthe existing plot as measuredon the ground.

ROOF:Eve overhang=600mm,Pitch=30degrees to details.

PROPOSED MASTERPLAN

06/16

JALALAQSI MARKET


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SCALE

DATE

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DRAWING TITLE:

DRAWING NO:


REVIEWED /APPROVED:

J. NANDWA

AUGUST 2016

PROJECT

PROPOSED MILK SHED


3D MODELS

07/16

JALALAQSI MARKET


A1

SCALE

DATE

DRAWN BY:

DRAWING TITLE:

DRAWING NO:


REVIEWED /APPROVED:

J. NANDWA

AUGUST 2016

PROJECT

PROPOSED MILK SHED


123456

AB

C

4,8004,800

10,0003,700 3,700 3,700 3,700 3,700

18,900

S-02

S-01

E-02

E-04

MARKET HALLSmooth F.F.

FLOORPLAN LAYOUT

FLOOR LAYOUT_MARKET

08/16

JALALAQSI MARKET


A1

SCALE

DATE

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DRAWING TITLE:

DRAWING NO:


REVIEWED /APPROVED:

J. NANDWA

AUGUST 2016

PROJECT

PROPOSED MILK SHED


C B A

3,800 3,800

4003,400

4003,400

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 gutters anddownpipes fixed to approval.

DPC

6 5 4 3 2 1

3,700 3,700 3,700 3,700 3,700

4003,300

4003,300

4003,300

4003,300

4003,300

400

Gauge 28 prepainted blue colouriron resincot roofing sheets nailed onsawn hardwood structure; see S.E. details.Roof pitch=30degrees.


P.V.C. rainwater guttersand downpipes fixed to approval.

g.l

E-01 Front Elevation

E-02 Side Elevation 01

ELEVATIONS

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JALALAQSI MARKET


A1

SCALE

DATE

DRAWN BY:

DRAWING TITLE:

DRAWING NO:


REVIEWED /APPROVED:

J. NANDWA

AUGUST 2016

PROJECT

PROPOSED MILK SHED


1 2 3 4 5 6

3,700 3,700 3,700 3,700 3,700

4003,300

4003,300

4003,300

4003,300

4003,300

400

G.L

A B C

4004,400

4004,400

400

4,800 4,800Gauge 28 prepainted blue colouriron resincot roofing sheets nailed onsawn hardwood structure; see S.E. details.Roof pitch=30degrees.



DPC

E-03 Side Elevation 02

E-04 Rear Elevation

ELEVATIONS

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JALALAQSI MARKET


A1

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DATE

DRAWN BY:

DRAWING TITLE:

DRAWING NO:


REVIEWED /APPROVED:

J. NANDWA

AUGUST 2016

PROJECT

PROPOSED MILK SHED


6 5 4 3 2 1

3,700 3,700 3,700 3,700 3,700 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.

R.C. strip footing with 200mm thickmasonry foundation walling; see S.E. details.


P.V.C. rainwater gutters anddownpipes fixed to approval. 200X25mm hardwood facia-board

painted to approval.

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

400

100

3,800 3,800 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.

R.C. strip footing with 200mm thickmasonry foundation walling; see S.E. details.



DPC DPC

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

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DRAWING TITLE:

DRAWING NO:


REVIEWED /APPROVED:

J. NANDWA

AUGUST 2016

PROJECT

PROPOSED MILK SHED


C

A

100x50100x50100x50

100x

50

100x

50

100x

50

100x

50

100x50

20°

TRUSS T1SCALE = 1:25

90001125

100x

50

100x50

100x50

100x50

100x50

100x50100x50

1125 1125 1125 1125 1125 1125 1125

1,80

0

1400

900

45019

00

1660

14601500 1500 1500 1500 1500 1500

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


50

5050

252550

TRUSS MEMBER150x50mm

50mm THICK

50mm THICK


COLLAR PLATEB

123456

AB

C

S-02

S-01

E-02

E-01

E-04

1,100 1,2001,200 1,2001,200 1,2741,126 1,100

STRUCTURAL DETAILS

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JALALAQSI MARKET


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DRAWING TITLE:

DRAWING NO:


REVIEWED /APPROVED:

J. NANDWA

AUGUST 2016

PROJECT

PROPOSED MILK SHED


4,80

04,

800

10,0

00

800

1,20

0

3,700 3,700 3,700 3,700 3,700

A142 BRC Mesh A142 BRC Mesh

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



1 0 0 0 G P 0 L Y T H E N E S H E E 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

0EXTERNAL 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


BASE PLAN

4Y16-05

R10-SA

05

05

05

05

400

400

SECTION: col1



1 0 0 0 G P 0 L Y T H E N E S H E E T


B R C M E S H A 1 4 2

D P C



1 0 0 0 G P 0 L Y T H E N E S H E E 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


RING BEAM SECTION

STRUCTURAL DETAILS

13/16

Beam Layout

Foundation Layout

JALALAQSI MARKET


A1

SCALE

DATE

DRAWN BY:

DRAWING TITLE:

DRAWING NO:


REVIEWED /APPROVED:

J. NANDWA

AUGUST 2016

PROJECT

PROPOSED MILK SHED


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.

1,90

080

01,

650

4002,000

400 4001,900 1,400

400 400800

400800

400

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

S S

ELEVATION T1 ELEVATION T2

FLOOR LAYOUT SECTIONAL ELEVATION T-T

ELEVATION T3

14/17

JALALAQSI MARKET

ELECTRICAL LAYOUT


A1

SCALE

DATE

DRAWN BY:

DRAWING TITLE:

DRAWING NO:


REVIEWED /APPROVED:

J. NANDWA

AUGUST 2016

PROJECT

PROPOSED MILK SHED


AREA SCHEDULE

FLOOR AREA SCHEDULES

MARKET

SPACE USE FLOOR AREA (M2) REMARKS

MARKET HALL

TOTAL FLOOR AREA:

120

130.6M2

LADIES

GENTS

5.3

5.3

NEW CONSTRUCTION.

16/16

JALALAQSI MARKET

PROPOSED MULTI-PURPOSE MARKET IN JALALAQSI DISTRICT GARBAHAREY MILK MARKET.pdfmasonry foundation...

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