department of education...foundation details s5. plinth wall formwork / soft soil s6. column details...

Government of NepalMinistry of Education

Department of Education

PUBLISHED: June 2016

DRAWINGS LIST:

A1. GROUND FLOOR PLANA2. FIRST FLOOR PLANA3. SECOND FLOOR PLANA4. ELEVATIONSA5. ELEVATIONS & SECTIONS

2 STOREY - 8 ROOM - RCC

Type Design 3 - U-2b-alt 2

APPROVED: 72/09/19

S1. GENERAL NOTESS2. GRID, LAYOUT, EXCAVATIONS3. FOUNDATION NAMING PLANS4. FOUNDATION DETAILSS5. PLINTH WALL FORMWORK / SOFT SOILS6. COLUMN DETAILSS7. COLUMN DETAILSS8. BEAM LAYOUT PLANS9. BEAM DETAILS - FIRST FLOORS10. BEAM DETAILS - SECOND FLOORS11. BEAM DETAILS - SECOND FLOORS12. SLAB DETAILSS13. SLAB DETAILSS14. SLAB DETAILSS15. STAIRCASE DETAILSS16. BAND DETAILSS17. BAND DETAILS

CLASS - ROOM4750x6650

CLASS - ROOM CLASS - ROOM

Black Board2.4 m x 1.2 m


D1 D1

D1D1

W

W

W

W

W

W

WWWWWWWW

2 3 4 51 6

A

B

C

X

X

W

350 575

5000 5000 4350 5000 5000

24700

350

375

1500

400

1500

375

350

413

1500

437

4500

4500

9375

350

4500

4500

9375

UP

1825

350

350

5000 5000 4350 5000 5000

24700

GROUND FLOOR PLAN

UP DN

RAMP

D1



D1D1D1

850 2950 850 350 850 3800 350 725 2550 725 350 3800 850 350 850 2950 850 350

1825

437

1500

413

350

375

1500

400

1500

375

350

1500500

1500575 350 575

1500500

1500575 350

1250 1500 1250350 575

1500500

1500575 350 575

1500500

1500575 350

CLASS - ROOM4750x6650 4750x6650


1002000 2000

TITLE :

SHEET NO. :

A-1PAPER SIZE CONSULTANT :

RND CENTRE PVT. LTD.

5

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DATE : Jan 2016

U-2b-alt-2, 4 classroom two story BuildingARCHITECTURAL DRAWINGS

A31: 100

Sanothimi , Bhaktapur GROUND FLOOR PLAN







D1 D1D1D1

W

W

W

W

W

W

WWWWWWWW

2 3 4 51 6

A

B

C

X

X

W

350 575

5000 5000 4350 5000 5000

24700

350

375

1500

400

1500

375

350

413

1500

437

4500

4500

9375

350

4500

4500

9375

1825

350

350

5000 5000 4350 5000 5000

24700

FIRST FLOOR PLAN

UP DN

D1



D1D1D1

850 2950 850 350 850 3800 350 725 2550 725 350 3800 850 350 850 2950 850 350

1825

437

1500

413

350

375

1500

400

1500

375

350

1500500

1500575 350 575

1500500

1500575 350

1250 1500 1250350 575

1500500

1500575 350 575

1500500

1500575 350

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5

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A31: 100

Sanothimi , Bhaktapur FIRST FLOOR PLAN

5 6

TOP FLOOR PLAN

D1

DN

3501250 1500 1250

350

4350

W

350

4650

350

575

5000

5925

24700

9375

10000 10000

X

X

9375

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5

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A31: 100

Sanothimi , Bhaktapur SECOND FLOOR PLAN

BACK ELEVATION

FRONT ELEVATION

450

3000

3000

1000

7450

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5

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A31: 100

Sanothimi , Bhaktapur ELEVATIONS

3000

450

3000

1000

2000

1000

2000

1000

1045

0

SECTION AT X-X

3000

RIGHT SIDE ELEVATION LEFT SIDE ELEVATION

450

3000

3000

3000

1000

1045

0

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5

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A31: 100

Sanothimi , Bhaktapur ELEVATIONS AND SECTION

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S-1PAPER SIZE

GENERAL NOTES

CONSULTANT :


17

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U-2b-alt-2, 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.

A

B

C

1 2 3 4 5 6

GRID NAMING PLAN

5000 5000 4350 5000 5000

4500

4500

1 2 3 4 5 6

A

B

C

A

B

C

1 2 3 4 5 6

GRID NAMING PLAN

5000 5000 4350 5000 5000

4500

4500

1 2 3 4 5 6

A

B

C

6727

6727 6259

6727 6727

6727

6259

67276727 67

27

6727

6259 6727

A

B

C

1 2 3 4 5 6

F1

F1

F1

F1

F2 F2 F2 F2

F2 F2 F2 F2

F3

EXACAVATION PLAN

5000 5000 4350 5000 5000

4500

4500

F2 F2F3 F3 F3

L+150

B +

150

L+150 L+150 L+150 L+150L+150

B +

150

B +

150

B +

150

B +

150

B +

150

L+150

B +

150

L+150

B +

150

L+150

B +

150

L+150

B +

150

L+150

B +

150

L+150

B +

150

L + 150

B +

150

L+ 150

B +

150

L+ 150

B +

150

L+ 150

B +

150

L+ 150

B +

150

L + 150

B +

150

1 2 3 4 5 6

t + 1

50

t +150

t + 1

50

t + 1

50

t + 1

50

t + 1

50

t + 1

50

t + 1

50

t + 1

50

t + 1

50

t + 1

50

t + 1

50

t + 1

50

t + 1

50

t + 1

50

t + 1

50

t +150

t +150

t +150

t +150

t +150

t +150

t +150

t +150

t +150

t +150

t +150

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S-2PAPER SIZE CONSULTANT :


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Sanothimi , Bhaktapur GRID,LAYOUT, EXCAVATION


17

A

B

C

1 2 3 4 5 6

F1

F1

F1

F1

F2 F2 F2 F2

F2 F2 F2 F2

F3

FOUNDATION PLAN

5000 5000 4350 5000 500045

0045

00

F2 F2F3 F3 F3

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Sanothimi , Bhaktapur FOUNDATION NAMING PLAN


17

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)-150

Through 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


17

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)-150

Through 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


17

C2

C2

C2

C2

C1 C1 C1 C1

C1 C1 C1 C1

C1

5000 4350 5000 5000

A

B

C

1 2 3 4 5 6

4500

4500

C1C2 C2 C2 C2

COLUMN PLAN

5000

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Sanothimi , Bhaktapur COLUMN LAYOUT PLAN


17

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

PentHouse M 2035

0

8Ø @

100mm c/c8Ø @

150mm c/c

350

8-16Ø

SecondStorey M 20

350

350

350

350

8Ø @

100mm c/c8Ø @

150mm c/c 8-16Ø4-12Ø+4-16Ø

FirstStorey

M 20

350

350

350

350

8Ø @

100mm c/c8Ø @

150mm c/c4-20Ø + 4-16Ø 8-16Ø

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Sanothimi , Bhaktapur COLUMN DETAILS


17

timothystats1

Polygon

timothystats1

Polygon

timothystats1

Text Box

Revised June 2016

2 3 4 51 6

A

B

C

5000 5000 5000 5000

4500

BEAM PLAN ( All Floors)

4500

4350

3 4

BEAM LAYOUT PLAN

A

B

4350

3 4

A

B

(Staircase Roof Level)

4500

1000

4500

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Sanothimi , Bhaktapur BEAM LAYOUT PLAN


17

A B B B

54321

1500 1500 1500 1305 1305 1500 1500 15005000 5000

3000 5000

800 3000 800 800 3000 800 800 1000 800 800 3000 800 800

A A A AB3-16Th.EX. 3-16Th.EX. 3-16Th.

EX.3-16Th.EX. 3-16Th.

3-16Th.EX. 3-16Th.EX.3-16Th.EX.

3-16Th.EX. 3-16Th.

3-16Th. 3-16Th. 3-16Th.3-16Th.

3-16Th. 3-16Th. 3-16Th. 3-16Th.

First Floor beam along grid A,B,C

4350 5000350 800

Zone for Bottom bar lapping

Middle 1/3 Zone fortop bar lapping

Zone for Bottom bar lapping 800 350 800

800 350 800 800 350 800 800 350 800

5 6

1500 1500 1500

5000

800 800 3000 800

A AB3-16Th.EX. 3-16Th.EX.

3-16Th.EX. 3-16Th.EX.

3-16Th.

3-16Th.

5000800 350 800 800 350

A

A

B B

CBA

1350 1350 1350 1350

800 2500 800 800 2500 800

4500

3-16Th.EX.

3-16Th.EX.

3-16Th.

3-16Th.

A 3-16Th.

3-16Th.

3-16Th.EX.

3-16Th.EX.

A 3-16Th.EX.

3-16Th.EX.

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

4500

350 800Zone for Bottom

bar lappingMiddle 1/3 Zone for

top bar lapping

Zone for Bottom bar lapping800 350 800 800 350

230

400

Section at B-B

3-16Th.

3-16Th.

230

400

Section at A-A

3-16Th.+ 2-16ØEx.

3-16Th.+ 2-16ØEx.

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Sanothimi , Bhaktapur BEAM DETAILS (First Floor Level)


17

230

400

Section at D-D

3-12Th.

3-16Th.

230

400

Section at C-C

3-12Th.+ 2-16ØEx.

3-16Th.+ 2-16ØEx.

C D D

CBA

1350 1350 1350 1350

800 2500 800 800 2500 800

4500

3-12Th.EX.

3-16Th.EX.

3-12Th.

3-16Th.

C 3-12Th.

3-16Th.

3-12Th.EX.

3-16Th.EX.

C 3-12Th.EX.

3-16Th.EX.

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

4500

350 800Zone for Bottom

bar lappingMiddle 1/3 Zone for

top bar lapping

Zone for Bottom bar lapping800 350 800 800 350

5 6

1500 1500 1500

5000

800 800 3000 800

C CD3-12Th.EX. 3-12Th.EX.

3-16Th.EX. 3-16Th.EX.

3-12Th.

3-16Th.

5000800 350 800 800 350

C D D D

54321

1500 1500 1500 1305 1305 1500 1500 15005000 5000

3000 5000 5000

800 3000 800 800 3000 800 800 1000 800 800 3000 800 800 3000

C C C CD D3-12Th.EX. 3-12Th.EX. 3-12Th.EX.

3-12Th.EX. 3-12Th.EX.

3-16Th.EX. 3-16Th.EX.3-16Th.EX.

3-16Th.EX. 3-16Th.EX.

3-12Th. 3-12Th. 3-12Th.3-12Th.

3-16Th. 3-16Th. 3-16Th. 3-16Th.

Second floor beam along grid A,B,C

4350 5000 5000350 800




800 350 800 800 350 800 800 350 800

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Sanothimi , Bhaktapur BEAM DETAILS (2ND Floor Level)


17

E F F F

54321

5000 5000

3000 5000

800 3000 800 800 3000 800 800 1000 800 800 3000 800 800

E E E EF2-16Th.

(2-16-)Th

2-16Th.

3-16Th.

First Floor Secondary beam along grid B'-B'

4350 5000350 800




800 350 800 800 350 800 800 350 800

230

(2-16-)Th (2-16-)Th (2-16(2-16-)Th (2-16-)Th (2-16-)Th

2-16Th. 2-16Th. 2-16Th. 2-16Th. 2-16Th. 2-16Th. 2-16

5 6

5000

800 800 3000 800

E EF

5000800 350 800 800 350

(2-16-)Th (2-16-)Th)Th (2-16-)Th

2-16Th. 2-16Th. 2-16Th.

230

400

Section at D-D

3-12Th.

3-16Th.

230

400

Section at C-C

3-12Th.+ 2-16ØEx.

3-16Th.+ 2-16ØEx.

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Sanothimi , Bhaktapur BEAM DETAILS (2ND Floor Level)


17

2 3 4 51 6

A

B

C

8Ø@150mm c/c 8Ø@150mm c/c 8Ø@150mm c/c8Ø@150mm c/c

8Ø@150mm c/c

8Ø@150mm c/c

8Ø@150mm c/c

8Ø@150mm c/c

8Ø@150mm c/c

750 1500 1500 1500 900 900 1500 1500 1500 750

5000 5000 4350 5000 5000

675

1350

1350

675

4500

4500

8Ø@150mm c/c

8Ø@150mm c/c

8Ø@150mm c/c

8Ø@150mm c/c

8Ø@150mm c/c

8Ø@150mm c/c

XX

Y

Y SLAB PLAN FOR ALL FLOORS

SLAB THICKNESS= 150mm

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


17

5000435050005000

8mmØ@150mm c/c

750 1500 1500 1500 900 900 1500

8mmØ@150mm c/c

8mmØ@150mm c/c

8mmØ@150mm c/c

8mmØ@150mm c/c 8mmØ@150mm c/c 8mmØ@150mm c/c8mmØ@150mm c/c

L- SECTION OF SLAB ALONG X-X DIRECTION

1 3 42

50005000

900 1500 1500 1500 750

8mmØ@150mm c/c

8mmØ@150mm c/c8mmØ@150mm c/c

8mmØ@150mm c/c8mmØ@150mm c/c


4 65

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

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


17

4350

2 3

A

B

SLAB PLAN FOR STAIRCASE ROOFSLAB THICKNESS= 150mm

Y

Y

X X

4500

.8Ø@150mm c/c

.

8Ø@150mm c/c

8Ø@150mm c/c

.

3500900 900

8mmØ@150mm c/c

8mmØ@150mm c/c


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)


17

UP

32

B

A

STAIRCASE PLAN

4350

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

12

34

5

8Ø @200mm c/c

12Ø @150mm c/c

6

10

Landing Beam

REINFORCEMENT DETAILSOF STAIRCASE FLIGHT-1

8Ø Nosing bar

in each step

8Ø Link @

each step7

89

12Ø @150mm c/c

Wall SupportingLanding Beam

12Ø @150mmc/c

8Ø Nosing bar

in 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 Supporting Landing Beam

2-Ø12TH.

LANDING BEAM(Not connected to Column)

2-Ø12TH.230

230 8Ø @150mmc/c

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STAIRCASE DETAILS

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Sanothimi , Bhaktapur


17

A

A

BB

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

B1B1

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 17

SECTION AT A2 - A2

A2

A2'

A2

A2

B2B2


DETAIL AT A2

OPTION-I

OPTION-II


INDEX8Ø (1L) 150



DETAIL AT A2'

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A3AS SHOWN

Sanothimi , Bhaktapur BAND DETAILS 17

department of education...foundation details s5. plinth wall formwork / soft soil s6. column details...

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