a-1...foundation tie beam footing section with plinth beam and foundation beam for hard, medium,...

575

1200

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1200

575

350

575

1200

925

1800

9350

4500

4500

350475 1500 700 1500 475

350

5000 3500 5000

13850

350

575

1200

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1200

575

350

575

1200

925

1650

4500

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9350

676

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13850

GROUND FLOOR PLAN

CLASSROOM4750 X 7000

V V V V

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D1 D1

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Black Board( 2.4mx 1.2m )


1:12 RAMP

350 x 350 COLUMN

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A-1PAPER SIZE CONSULTANT :

RND CENTRE PVT. LTD.5

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U-2b-alt-1, 2 classroom two story BuildingARCHITECTURAL DRAWINGS

A31: 100

Sanothimi , Bhaktapur GROUND FLOOR PLAN

PAPER SIZE

575

1200

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1200

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925

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9350

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350475 1500 700 1500 475

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13850

350

575

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1200

1650

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9350

811

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FIRST FLOOR PLAN


V V V V

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D1 D1

DDBlack Board( 2.4mx 1.2m )


350 x 350 COLUMN

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111213141516171819


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3550 900200

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A31: 100

Sanothimi , Bhaktapur FIRST FLOOR PLAN

PAPER SIZE

TOP FLOOR PLAN

V

D1

5000 350 825 1500 825 350

3500

3850

350

4150

350

850

4500

5950

350

1480

190

1480

3503500

3850

5000

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A31: 100

Sanothimi , Bhaktapur SECOND FLOOR PLAN

PAPER SIZE

BACK ELEVATION

450

3000

3000

3000

1000

1045

0

3000

3000

1000

450

FRONT ELEVATION

7450

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A31: 100

Sanothimi , Bhaktapur ELEVATIONS

PAPER SIZE

750

1350

900

750

1350

2400

1000

1500

1000

0

1000

3000

3000

3000

4500

SECTION AT A-A

3000

R=150T=300

G.L

2100

1000

LEFT SIDE ELEVATION RIGHT SIDE ELEVATION

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A31: 100

Sanothimi , Bhaktapur ELEVATIONS

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S-1PAPER SIZE

GENERAL NOTES

CONSULTANT :


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U-2b-alt-1, 4 classroom two story BuildingSTRUCTURAL DETAILINGS

A3AS SHOWN

Sanothimi , Bhaktapur

GENERAL NOTES:-

THESE NOTES ARE APPLICABLE TO ALL DRAWING UNLESS MENTIONED OTHERWISE.

ALL WORKS SHALL BE IN ACCORDANCE WITH RELEVANT NEPAL NATIONAL BUILDING CODES ANDSTANDARD.

USE ELECTRO-MECHANICAL VIBRATOR FOR COMPACTION OF RCC WORK

CLEAR CONCRETE COVER TO MAIN REINFORCEMENT SHALL BE AS FOLLOWS: > FOUNDATION = 50 mm ( FOR BELOW PCC)

> COLUMNS = 40mm> SLAB = 15mm

THE FOUNDATIONS TO REST ON FIRM SUBGRADE SOIL.

LAYOUT DIMENSION SHOULD BE CHECKED BY THE ARCHITECT BEFORE STRUCTURAL DRAWINGS AREISSUED FOR CONSTRUCTION.

IN CASE OF DISCREPANCY BETWEEN B.O.Q & DRAWINGS, FOLLOW DRAWINGS.

ALL R.C.C WORK SHALL BE CONTINUOUSLY CURED FOR 14-DAYS.

UNLESS NOTED OTHERWISE FORM WORK FROM R.C.C WORK SHALL BE REMOVED ACCORDING TO THETIME INDICATED BELOW.

> COLUMNS / BEAMS SIDES AFTER 48 HRS OF POURING.> BEAM BOTTOM AFTER 28 DAYS OF POURING.> SLAB AFTER 21 DAYS OF POURING.

ALL ELECTRICITY CONDUITS SHALL BE PLACED ON TOP OF TENSION REINFORCEMENT.

THE DESIGN OF CONCRETE MIX USING ORDINARY PORTLAND CEMENT, FOR VARIOUS STRENGTHSSHALL BE BASED ON THE "STANDARD PRACTICE FOR SELECTING PROPORTIONS FOR NORMALHEAVYWEIGHT CONCRETE".

THE CONCRETE COMPRESSIVE STRENGTH SHALL BE MEASURED ON 150*150*150 mm CUBE AT 28 DAYS, FOR VARIOUS STRUCTURAL ELEMENTS.

ALL DIMENSION ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN.

PAPER SIZE

1 2 3 4

5000 3500 5000

4500

A

B

C

GRID NAMING PLAN

4500

1 2 3 4

A

B

C

1 2 3 4

5000 3500 5000

4500

A

B

C

LAYOUT PLAN

4500

1 2 3 4

A

B

C

6727

6259 6727

6727

6259 6727

67276727

1 2 3 4

A

B

C

5000 3500 5000

4500

4500

FOUNDATION EXCAVATION PLAN

A

B

C

1 2 3 4

L+150

B+1

50

L+150

B+1

50

L+150

B+1

50

L+150

B+1

50

L+150

B+1

50

L+150

B+1

50

L+150

B+1

50

L+150

B+1

50

L+150

B+1

50

L+150

B+1

50

L+150

B+1

50

L+150

B+1

50

t + 1

50

t + 150

t + 1

50

t + 1

50t +

150

t + 1

50

t + 1

50t +

150

t + 1

50

t + 1

50

t + 150 t + 150 t + 150

t + 150t + 150t + 150t + 150

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S-2PAPER SIZE CONSULTANT :

RND CENTRE PVT. LTD.

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Sanothimi , Bhaktapur GRID,LAYOUT, EXCAVATION 15

PAPER SIZE

1 2 3 4

A

B

C

F1

F1

F1

F1

F2 F2

F2 F2

F3 F3

5000 3500 5000

4500

4500

FOUNDATION PLAN

F2 F2

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Sanothimi , Bhaktapur FOUNDATION NAMING PLAN 15

PAPER SIZE

Compaction Earth

GROUND LVL.

PCC (1:3:6)

200 mm Stone SandCompaction/ 3" flat brick soling

GROUND LVL.

See Table

Foundation Tie Beam

FOOTING SECTION WITH PLINTHBEAM AND FOUNDATION BEAM

For Hard, Medium, Soft and Weak soil (Scale -1:25)

Upper Tie Beam

0 0.125 0.375 0.75 1.25

meters

2-12Ø TH

2-12Ø TH

PLINTH AND FOUNDATION TIE BEAM

8Ø (Fe415)(2L)-150Through out the length

(Scale -1:10)

0 0.05 0.15 0.3 0.5

meters

See Table

Side Cover 50 mm

See Table

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Sanothimi , Bhaktapur FOUNDATION DETAILS 15

PAPER SIZE

Lower tie beam

Compaction Earth

FOOTING SECTION

PCC (1:3:6)

150 mm Stone SandCompaction/ 3" flat bricksoling

See Table

PLINTH LVL.

Compaction Earth

FOOTING SECTION

GROUND LVL. -450 MM

PCC (1:3:6)

150 mm Stone SandCompaction/ 3" flat bricksoling

See Table

PLINTH LVL. 0.00 MM

Upper tie beam

Compaction Earth

230 mm Thk Plinth Wall(1:6 C/S Mortar)

ELEVATION SHOWING FOOTING , LOWER TIE BEAM , UPPER TIE BEAM AND PLINTH WALL

X

X

LOWER TIE LVL. -1020 MM

For Hard, Medium, Soft and Weak soil (Scale -1:25)

0 0.125 0.375 0.75 1.25

meters

PCC (1:3:6)

SECTION at X-X

7523

0Compaction Earth

Plinth tie beam

Foundation tie beam 50mm.

230

150 th. stone solingor Flat brick soling

200

450

GL

2-12Ø TH

2-12Ø TH

PLINTH AND FOUNDATION TIE BEAM

8Ø (Fe415)(2L)-150Through out the length

(Scale -1:10)

0 0.05 0.15 0.3 0.5

meters

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Sanothimi , Bhaktapur PLINTH WALLFORWEAK / SOFT SOIL 15

0.5

meters

PAPER SIZE

1 2 3 4

5000 3500 5000

4500

C1

C2

C1

C1

C2

C1

C1 C1

C2

C2

C2

C2

A

B

C

COLUMN PLAN

4500

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Sanothimi , Bhaktapur COLUMN DETAILS 15

PAPER SIZE

Lo

Zone

for s

plic

ing

of c

olum

nba

rs

60∅

60∅

Lo

Stirr

ups

10m

m∅

@ 1

00m

mc/

cSt

irrup

s10m

m∅

@15

0mm

c/c

Stirr

ups

10m

m∅

@ 1

00m

m c

/c

hc/4

hc

L-SECTION OF COLUMN WITH LAPPING

Floor Column C1 Column C2

COLUMN SIZE AND REINFORCEMENT

T & B (H/4) Mid (H/2)

Stirrups

Grade

FirstStorey

M 20

350

350

350

350

4-20Ø+ 4-16Ø

8Ø @100mm c/c

8Ø @150mm c/c

8-16Ø

SecondStorey M 20

350

350

350

350

8-16Ø

8Ø @100mm c/c 8Ø @

150mm c/c 8-16Ø

PentHouseColumn

M 20

350

350

8-16Ø

8Ø @100mm c/c 8Ø @

150mm c/c Fe 500

Fe 500

Fe 500

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Sanothimi , Bhaktapur COLUMN DETAILS 15

PAPER SIZE

1 2 3 4

BEAM LAYOUT PLAN

A

B

C

5000 5000

4500

3500

4500

1 2 3 4

A

B

C

(First and Second Floor Level)

2 3

BEAM LAYOUT PLAN

A

B

3500

2 3

A

B

(Staircase Roof Level)

4500

1000

4500

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Sanothimi , Bhaktapur BEAM LAYOUT PLAN 15

PAPER SIZE

A AB B

4321

A

A

B B

CBA

1500 1500 1305 1305 1500 1500

800 3000 800 800 1000

800

800 3000 800

5000

4350 5000

3-16∅Th.+2−12∅EX.

3-16∅Th.+2−12∅EX.

A A3-16∅Th.

3-16∅Th.

B3-16∅Th.+2−12∅EX.

3-16∅Th.+2−12∅EX.

3-16∅Th.+2−12∅EX. 3-16∅Th.+2−12∅EX. 3-16∅Th.+2−12∅EX.

3-16∅Th.+2−12∅EX.3-16∅Th. 3-16∅Th.

3-16∅Th. 3-16∅Th.

1350 1350 1350 1350

800 2500 800 800 2500

800

4500

3-16∅Th.+2−12∅EX.

3-16∅Th.+2−12∅EX.

3-16∅Th.

3-16∅Th.

A 3-16∅Th.

3-16∅Th.

3-16∅Th.+2−12∅EX.

3-16∅Th.+2−12∅EX.

A 3-16∅Th.+2−12∅EX.

3-16∅Th.+2−12∅EX.

First Floor beam along grid A,B,C

First floor beam along grid 1,2,3,4

800

800

5000

4500

800

800

3500 5000

5000

800Zone for Bottom

bar lapping

Middle 1/3 Zone fortop bar lapping

Zone for Bottom bar lapping 800350 350 800 800 350 800 350800

350 800Zone for Bottom

bar lapping Middle 1/3 Zone fortop bar lapping 800

Zone for Bottom bar lapping

350 800 800 350

230

400

Section at B-B

3-16∅Th.

3-16∅Th.

230

400

Section at A-A

3-16∅Th.+ 2-12ØEx.

3-16∅Th.+ 2-12ØEx.

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Sanothimi , Bhaktapur BEAM DETAILS (First Floor Level) 15

PAPER SIZE

230

400

Section at D-D

3-12∅Th.

3-12∅Th.

230

400

Section at C-C

3-12∅Th.+ 2-12ØEx.

3-12∅Th.+ 2-12ØEx.

C CD D

4321

C D D

CBA

1500 1500 1305 1305 1500 1500

800 3000 800 800 1000

800

800 3000 800

5000

4350 5000

C C3-12∅Th. D3-12∅Th. 3-12∅Th.

3-12∅Th.

1350 1350 1350 1350

800 2500 800 800 2500

4500

C C

Second floor beam along grid A,B,C

Second floor beam along grid 1,2,3,4

800

800

5000

4500

800

3500 5000

5000

800Zone for Bottom

bar lapping

Middle 1/3 Zone fortop bar lapping

Zone for Bottom bar lapping 800350 350 800 800 350 800 350800

350 800Zone for Bottom

bar lapping Middle 1/3 Zone fortop bar lapping 800

Zone for Bottom bar lapping

350 800 800 350

3-12∅Th.+2-12ØEx.

3-12∅Th.+2-12ØEx.

C

3-12∅Th.

3-12∅Th.+2-12ØEx.

3-12∅Th.+2-12ØEx.

3-12∅Th.+2-12ØEx.

3-12∅Th.+2-12ØEx.

3-12∅Th.+2-12ØEx.

3-12∅Th.+2-12ØEx.

3-12∅Th.+2-12ØEx.

3-12∅Th.+2-12ØEx.

3-12∅Th.

3-12∅Th.

3-12∅Th.

3-12∅Th.

3-12∅Th.+2-12ØEx.

3-12∅Th.+2-12ØEx.

3-12∅Th.+2-12ØEx.

3-12∅Th.+2-12ØEx.

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Sanothimi , Bhaktapur BEAM DETAILS (2nd Floor Level) 15

PAPER SIZE

45004500

8mmØ@150mm c/c

675 1350 1350 675

8mmØ@150mm c/c

8mmØ@150mm c/c 8mmØ@150mm c/c

L- SECTION OF SLAB ALONG Y-Y DIRECTION

A CB

500035005000

8mmØ@150mm c/c

750 1500 900 900 1500 750

8mmØ@150mm c/c 8mmØ@150mm c/c

8mmØ@150mm c/c 8mmØ@150mm c/c 8mmØ@150mm c/c

L- SECTION OF SLAB ALONG X-X DIRECTION

1 3 42

3500

1 2 3 4

50005000

8Ø@150mm c/c 8Ø@150mm c/c 8Ø@150mm c/c

8Ø@150mm c/c

8Ø@

150m

m c

/c8Ø

@15

0mm

c/c

8Ø@

150m

m c

/c

8Ø@150mm c/c

8Ø@

150m

m c

/c

8Ø@150mm c/c 8Ø@150mm c/c

750750

675

1350

1350

675

1500 900 900 1500

4500

A

B

C

8Ø@

150m

m c

/c8Ø

@15

0mm

c/c

X X

Y

Y

SLAB PLAN FOR ALL FLOORSSLAB THICKNESS= 150mm

4500

B'

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Sanothimi , Bhaktapur SLAB DETAILS (First and 2nd Floor Level) 15

PAPER SIZE

3500

2 3

A

B

SLAB PLAN FOR STAIRCASE ROOFSLAB THICKNESS= 150mm

Y

Y

X X

4500

8mmØ@150mm c/c

8mmØ@150mm c/c

3500

900 900

8mmØ@150mm c/c

8mmØ@150mm c/c

L- SECTION OF SLAB ALONG X-X DIRECTION

32

4500

8mmØ@150mm c/c

675 13508mmØ@150mm c/c

L- SECTION OF SLAB ALONG Y-Y DIRECTION

A B1000

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Sanothimi , Bhaktapur SLAB DETAILS (First and Top Floor Level) 15

PAPER SIZE

12Ø @150mmc/c

8Ø Nosing barin each step

8Ø Link @ each step

Landing Beam REINFORCEMENT DETAILS OF STAIRCASE FLIGHT-2

1112

1314

1516

1718

1920

8Ø @200mm c/c

12Ø @150mmc/c

Wall SupportingLanding Beam

12

34

5

8Ø @200mm c/c

12Ø @150mm c/c

6

10

Landing Beam

REINFORCEMENT DETAILSOF STAIRCASE FLIGHT-1

8Ø Nosing barin each step

8Ø Link @ each step

78

9

12Ø @150mm c/c

Wall SupportingLanding Beam

UP

32

B

A

STAIRCASE PLAN

3500

4500

1

2

3

4

5

6

7

8

9

10 11

12

13

14

15

16

17

18

19

20

Thickness Of Waist Slab = 150mmTread = 300 mmRiser = 150mm

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S-13PAPER SIZE

STAIR CASE DETAILS

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Sanothimi , Bhaktapur 15

REINFORCEMENT DETAILS OF STAIRCASE FLIGHT-2

PAPER SIZE

A

A

B B

SECTIONAL PLAN AT B - B

DETAIL AT A

OPTION-I

OPTION-II

SECTIONAL PLAN AT B - B

INDEX8Ø (1L) 150

C/C spacingNo. of legsDiameter of Bars

(Fe415)Grade of Rebar

DETAIL AT A'

SECTION AT A - A

10000 100 300 600

mili meters

A'

A

A1

A1

B1 B1

SECTIONAL PLAN AT B1 - B1

DETAIL AT A1

OPTION-I

OPTION-II


INDEX8Ø (1L) 150



10000 100 300 600

mili meters

X

DETAIL AT A1'

SECTION AT A1 - A1

A1

10000 100 300 600

mili meters

DETAIL AT X

450

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Sanothimi , Bhaktapur BAND DETAILS 15

PAPER SIZE

SECTION AT A2 - A2

A2

A2'

A2

A2

B2 B2


DETAIL AT A2

OPTION-I

OPTION-IISECTIONAL PLAN AT B2 - B2

INDEX8Ø (1L) 150



DETAIL AT A2'

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Sanothimi , Bhaktapur BAND DETAILS 15

PAPER SIZE

a-1...foundation tie beam footing section with plinth beam and foundation beam for hard, medium,...

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