HIMALAYAN TRUST NEPAL · 4"x4" wooden post 4"x4" wooden post section: s.s 4" 4" 4"x4"x 6 mm th. ms hollow tube (internal dimension) 9" 9" 9"x9"x pcc block consultant: kathmandu, nepal

HIMALAYAN TRUST NEPALKATHMANDU, NEPAL

SUBMITTED BY:

MRB & ASSOCIATESSETO DURBAR, JAMAL, KATHMANDUTel. 243532, Fax No. +977 1 226265E-mail: [email protected]

2-ROOM CLASSROOM BLOCK

CONSTRUCTION OF NEW CLASSROOMS INSOLUKHUMBU DISTRICT

ARCHITECTURE DRAWINGS

Table of Contents ARCHITECTURE Floor Plan .............................................................................................................................................................................................................................................. A1

Roof Plan .............................................................................................................................................................................................................................................. A2

Ceiling Plan ........................................................................................................................................................................................................................................... A3

Elevation ............................................................................................................................................................................................................................................... A4

Section .................................................................................................................................................................................................................................................. A5

Door/ Window Details .......................................................................................................................................................................................................................... A5

Railing Details ....................................................................................................................................................................................................................................... A5

GROUND FLOOR PLANArea: 580.49 sq.ft.

Teac

hers

Pla

tefo

rm

Teac

hers

Pla

tefo

rm

4"*4" varandahVertical Post

46'-2"

W1W1

W2 W2

D D

Ramp1:12

12'

4'

4"

1'-2

"

1'-2"1'-2"

1'-2"

1'-2

" A

A

A B C

2

1

16'-2

"1'

-2"

16'-2

"

21'-4

"

A B C

4"

1'-2"5' 5' 11'-2" 5' 5'

1'-2"

4"

16'-2" 16'-2"

46'-2"

4"1'

-2"

15'

1'-2

"

4'

16'-2

"

21'-8

"

3'-2" 3'-6" 2'-6" 4' 6'-2" 3'-6" 2'-6" 4' 4'-2"

4"16'-2" 16'-2"

Up

4"

12'

Up

2

1

CONSULTANT:

A1KATHMANDU, NEPAL

HIMALAYAN TRUST NEPALPROJECT:

CONSTRUCTION OF NEW CLASS ROOMSIN SOLUKHUMBU DISTRICT

SHEET TITLE:

FLOOR PLAN

SHEET NO.

DATE: FEBRUARY,2016

Seto Durbar, Jamal, KathmanduTel. 243532, Fax No. +977 1 226265

E-mail: [email protected] SCALE: 3"=16'-0"

DESIGNED BY: RAMA ONTA(RAJBHANDARI)CAROLINE RAJBHANDARI

DRAWN BY: JUBIN SHRESTHA

TEAM LEADER:Er. MANOHAR RAJBHANDARI4042 "Civil"

2

1

35'-6"

A B C

16'-2

"

23'-9

"

2

1

A B C

16'-2" 16'-2"

35'-6"

16'-2

"

23'-9

"

16'-2" 16'-2"

ROOF PLAN

Transparent SheetSky Light

Slope Slope Slope

Slope Slope Slope

CONSULTANT:

A2KATHMANDU, NEPAL



SHEET TITLE:

ROOF PLAN

SHEET NO.

DATE: FEBRUARY,2016






CEILING PLAN

33'-6"

A B C

2

1

16'-2

"

17'-4

"

A B C

16'-2" 16'-2"

33'-6"

16'-2

"

17'-4

"

16'-2" 16'-2"

2

1

7'-1"

1'-9"

6'-2" 7'-1"

1'-9"

6'-2"

6'

11"

False CeilingWooden Plank of6'-0"x0'-8"

2'-0"x2'-0" WoodenFrame

CONSULTANT:

A3KATHMANDU, NEPAL



SHEET TITLE:

REFLECTED CEILING PLAN

SHEET NO.

DATE: FEBRUARY,2016





TEAM LEADER:Er. MANOHAR RAJBHANDARI4042 "Civil" REFLECTED CEILING PLAN

FRONT ELEVATION

D DW1 W1

RIGHT ELEVATION

LEFT ELEVATIONBACK ELEVATION

W2 W2

CONSULTANT:

A4KATHMANDU, NEPAL



SHEET TITLE:

ELEVATION

SHEET NO.

DATE: FEBRUARY,2016






-1'-0" Ground Level± 0'-0" Plinth Level

+3'-0" Sill Level

+7'-0" Lintel Level

+7'-11" Eaves Level

+12'-4" Ridge Level

2 1SECTION AT A:A

20mm TH. WOODEN FLOORING

3"x 6" WOODEN JOIST

1'-0"x1'-0"x0'-6" CONCRETE BLOCK

EARTH COMPACTION

2'-0"x2'-0"x0'-1"Wooden Frame6'-0"x0'-8"x1

2"Wooden Plank

2"x2" WoodenStrip

12" Th. Wooden

Plank

1.22 mm Th. MSplate

3"x3"x2" WoodenBlock @ 3'-5"c/c onEvery Primary Rafters

WINDOW DETAILS

4'

4'

1'-10" 1'-10"

4'

5'

1'-8" 1'-3" 1'-8"

DOOR DETAILS

7'

3'-6"

1'-6" 1'-6"

7'

6"1'

-1"

4"1'-1

"4"

3'5"

3"

B

B

RAILING DETAILS

CONSULTANT:

A5KATHMANDU, NEPAL



SHEET TITLE:SECTON, DOOR / WINDOW SCHEDULE &RAILING DETAIL

SHEET NO.

DATE: FEBRUARY,2016






STRUCTURE DRAWINGS

Table of Contents STRUCTURE Trench Plan(Option-1) ........................................................................................................................................................................................................................... S1

Wall Foundation Section & Ramp Detail(Option-1) .............................................................................................................................................................................. S2

Flooring Detail(Option-1) ...................................................................................................................................................................................................................... S3

Trench Plan(Option-2) ........................................................................................................................................................................................................................... S4

Wall Foundation Section & Ramp Detail(Option-2) .............................................................................................................................................................................. S5

Flooring Detail(Option-2) ..................................................................................................................................................................................................................... S6

Vertical Reinforcement Bar Layout Plan ............................................................................................................................................................................................. S7

Through Concrete Layout Plan & Section ............................................................................................................................................................................................. S8

Ground Floor Plan (Corner stitching & Strengthening At Side Of The Openings & Middle Of The Wall) ........................................................................................... S9

Typical Tie Band, Sill Band, Lintel Band & Top Band Layout Plan ...................................................................................................................................................... S10

Stitching Detail .................................................................................................................................................................................................................................... S11

Stitching, Tie Band, Sill Band, Lintel Band & Top Band section ........................................................................................................................................................... S12

Wall Sections ....................................................................................................................................................................................................................................... S13

Strengthening Of Wall (Section & Detail) ........................................................................................................................................................................................... S14

Typical Truss & Purlin Layout Plan………………………………………………………………………………………………………………………………...S15

Typical Truss Detail & Joints Detail………………………………………………………………………………………………………………………………..S16

Typical Steel Plate Details…………………………………………………………………………………………………………………………………………..S17

Typical Frame Detail For CGI Cladding & Section………………………………………………………………………………………………………………...S18

Typical Truss Detail & Wood Schedule……………………………………………………………………………………………………………………………S19

16'-2"

A B C

TRENCH PLAN

3'

3'

3'

3' 3'

1

1

1 1 1 11 1

TMT 12 Ø VERTICALREINFORCEMENT BAR ATALL CORNERS

TMT 12 Ø VERTICALREINFORCEMENT BAR

2

2

3

3

12'-4"

4'

4'-2

"

16'-2"


4 4

5

5

14"

14"


35'-4"


1

16'-2

"

19'-2

"

2

3'-1

"1'

-2"


CONSULTANT:

S1KATHMANDU, NEPAL



SHEET TITLE:

TRENCH PLAN(OPTION-1)

SHEET NO.

DESIGNED BY:MANOHAR RAJBHANDARINIMA STHAPITBIJENDRA MAN PRADHANDILENDRA MAHARJANDRAWN BY: M. BAJRACHARYA

TEAM LEADER:MANOHAR RAJBHANDARI4042"CIVIL"

DATE: FEBRUARY,2016



3'

1'-8

"1'

6"6"

WALL FOUNDATION SECTION: 1.1

-1'-0" GROUND LEVEL

± 00 PLINTH LEVEL

-3'-8" FOUNDATION LEVELEARTH COMPACTION

4 NOS. TMT 10ØLONGITUDINAL BAR

TMT 8Ø @6" c/c

1'-2"

2'-8

"1'

STONEMASONRY(1:6)

TMT 8Ø @6" c/c

3'


-1'-0" GROUND LEVEL

± 00 PLINTH LEVEL


1'-2"

6"6"

8"1'-2"

1'-2"

STONE MASONRY

EARTH COMPACTION

1" TH. IPS FLOORING4" TH. PCC8" TH. STONE SOLINGEARTH COMPACTION

EARTH COMPACTION


TMT 8Ø @6" c/c

3'


-1'-0" GROUND LEVEL

± 00 PLINTH LEVEL

-3'-8" FOUNDATION LEVELEARTH

COMPACTION

6"6"

8"1'-2"

9"

9"

4"x4" WOODEN POST

6 mm TH.MS BASE PLATE

6 mm TH. MS PLATE9"x9" PCC BLOCK

STONE MASONRY

1'-2"

STONE MASONRY

EARTH COMPACTION


16 mm Ø MS BOLT


4' 1'-2"

1'-2"1'-2" 1'-2"1'-2"

1'-6

"

-1'-0" GROUND LEVEL

EARTH COMPACTIONSTONE MASONRY

1'-6

"6"

6"

1'-6

"6"

6"


TMT 8Ø @6" c/c


TMT 8Ø @6" c/c

STONEMASONRY(1:6)

STONEMASONRY(1:6)

2'-9

"

A

8"V

ARI

ES

1'-2"-1'-0" GROUND LEVEL

EARTHCOMPACTION

STONE MASONRY

FACE WALL SECTION:5.5

1'-2"

4" TH. PCCEARTH COMPACTION

IPS FLOORING

4"

EARTH COMPACTION

TMT 8Ø @6" c/c

1'-2"

STONE MASONRY


4'12' 4"

4"

4" TH. PCC

-1'-0" GROUND LEVEL

2" TH. IPS FLOORING4" TH. PCC

8" TH. STONE SOLINGEARTH COMPACTION

1'

± 00 PLINTH LEVEL

-1'-0" GROUND LEVELFACE WALLAT BOTH SIDE

EARTH COMPACTION

2" TH. IPS FLOORING

EARTH COMPACTION 1'-2"1'-2"

1'-6

"6"

6"

RAMP SECTION:4.4

6"6"

9"

9"

6"x6"x6 mm TH.MS BASE PLATE

9"x9" PCC BLOCK

16 mm Ø MS BOLT

4"x4"x6 mm TH. MS HOLLOW TUBE

DETAIL AT A

S S

4"x4" WOODEN POST

4"x4" WOODEN POST

SECTION: S.S

4"

4"

4"x4"x 6 mm TH.MS HOLLOW TUBE(INTERNAL DIMENSION)

9"

9"

9"x9"x PCC BLOCK

CONSULTANT:

S2KATHMANDU, NEPAL



SHEET TITLE:WALL FOUNDATION SECTION & RAMP DETAIL(OPTION-1)

SHEET NO.

DATE: FEBRUARY,2016





-1'-0" GROUND LEVEL

WALL FOUNDATION SECTION &

16'-2" 16'-2"

B C

FLOORING PLAN

4'

3" x 6" WOODEN JOIST

TIE BAND

TIE B

AN

D

TIE B

AN

D

TIE B

AN

D

TIE BAND

IPS FLOORINGIPS FLOORING

12' 4"

4'

1'-2

"

1

1

20 mm TH. WOODEN FLOORING

3" x 6" WOODEN JOIST

12"x12"x6" PCC BLOCK


1

2

16'-2

"4'

-2"

17'-4

"

1'-1

"3'

-6"

3'-6

"3'

-6"

3'-6

"1'

-1"

A33'-6"

2'-3"1'-1" 2'-3" 2'-3" 2'-8" 2'-3" 2'-3" 1'-1"1'-1"2'-3" 2'-3" 2'-3" 2'-8" 2'-3" 2'-3" 1'-1"

3'

1'-8

"1'

6"6"

FLOORING SECTION: 1.1

EARTH COMPACTION

1'-2"

3'

1'-8

"1'

6"6"

EARTH COMPACTION

1'-2"

20mm TH. WOODEN FLOORING

3"x 6" WOODEN JOIST

EARTH COMPACTION

2'-8

"

TMT 8Ø @6" c/c

6"6"

8"

1'-2"

STONE MASONRY



4' 1'-2"

-1'-0" GROUND LEVEL

EARTH COMPACTION

1'-2"

1'-6

"6"

6"


12"x12"x6"PCC BLOCK

STONE MASONRYSTONE MASONRY

CONSULTANT:

S3KATHMANDU, NEPAL



SHEET TITLE:

FLOORING DETAILOPTION-1

SHEET NO.

DATE: FEBRUARY,2016


E-mail: [email protected] SCALE: 3"=16'-0" 1"=2'-0"



16'-2"

A B C

TRENCH PLAN

3'

3'

3'

3' 3'

1

1

1 1 1 11 1

TMT 12 Ø VERTICALREINFORCEMENT BAR ATALL CORNERS


2

2

3

3

12'-4"

4'

4'-2

"

16'-2"


4 4

5

5

14"

14"


35'-4"


1

16'-2

"

19'-2

"

2

3'-1

"1'

-2"


CONSULTANT:

S4KATHMANDU, NEPAL



SHEET TITLE: SHEET NO.

DATE: FEBRUARY,2016



TRENCH PLAN (OPTION-2)DESIGNED BY:MANOHAR RAJBHANDARINIMA STHAPITBIJENDRA MAN PRADHANDILENDRA MAHARJANDRAWN BY: M. BAJRACHARYA


TRENCH PLAN (OPTION-2)

3'

1'-8

"1'

6"6"


-1'-0" GROUND LEVEL

± 00 PLINTH LEVEL


4 NOS. TMT 10ØLONGITUDINAL BAR TMT 8Ø @6" c/c

1'-2"

2'-8

"1'

STONEMASONRY(1:6)

TMT 8Ø @6" c/c

3'


-1'-0" GROUND LEVEL

± 00 PLINTH LEVEL


1'-2"

6"6"

8"1'-2"

1'-2"

STONE MASONRY

EARTHCOMPACTION


4 NOS. TMT 10ØLONGITUDINAL BAR TMT 8Ø @6" c/c

3'


-1'-0" GROUND LEVEL

± 00 PLINTH LEVEL


1'-2"

1'-2"

6"6"

8"

4' 1'-2"

1'-2"

9"

9"

4"x4" WOODEN POST


4"x4"x6 mm TH. MSHOLLOW TUBE

PCC BLOCK9"x9"

1'-2"

STONE MASONRY

EARTHCOMPACTION


16 mm Ø MS BOLT


4' 1'-2"

6"6"

6"6"

1'-2"

1'-6

"6"

6"

1'-6

"6"

6"

EARTH COMPACTIONSTONE MASONRY EARTH COMPACTION

STONE MASONRY


TMT 8Ø @6" c/c


TMT 8Ø @6" c/c

STONEMASONRY(1:6)

STONEMASONRY(1:6)

A

8"V

ARI

ES

1'-2"-1'-0" GROUND LEVEL

EARTHCOMPACTION

STONE MASONRY1'-2"

4" TH. PCCEARTH COMPACTION

IPS FLOORING

FACE WALL SECTION:5.5

RAMP SECTION:4.44"

EARTH COMPACTION

TMT 8Ø @6" c/c

1'-2"

STONE MASONRY


4'12' 4"

4"

4" TH. PCC

-1'-0" GROUND LEVEL

2" TH. IPS FLOORING4" TH. PCC

8" TH. STONE SOLINGEARTH COMPACTION

1'

± 00 PLINTH LEVEL

-1'-0" GROUND LEVELFACE WALLAT BOTH SIDE

EARTH COMPACTION

2" TH. IPS FLOORING

EARTH COMPACTION 1'-2"1'-2"

1'-6

"6"

6"

4"x4" WOODEN POST

SECTION: S.S

4"

4"

4"x4"x 6 mm TH.MS HOLLOW TUBE(INTERNAL DIMENSION)

9"

9"

9"x9"x PCC BLOCK6"6"

9"

9"


9"x9" PCC BLOCK

16 mm Ø MS BOLT

4"x4"x6 mm TH. MS HOLLOW TUBE

DETAIL AT A

S S

4"x4" WOODEN POST

CONSULTANT:

S5KATHMANDU, NEPAL




DATE: FEBRUARY,2016



WALL FOUNDATION RAMP DETAIL(OPTION-2)DESIGNED BY:

MANOHAR RAJBHANDARINIMA STHAPITBIJENDRA MAN PRADHANDILENDRA MAHARJANDRAWN BY: M. BAJRACHARYA

TEAM LEADER:MANOHAR RAJBHANDARI4042"CIVIL" WALL FOUNDATION RAMP DETAIL

16'-2" 16'-2"

B C

FLOORING PLAN

4'

TIE BAND

TIE B

AN

D

TIE B

AN

D

TIE BAND

1

1

IPS FLOORING

12' 4"

IPS FLOORINGIPS FLOORING

IPS FLOORING

TIE B

AN

D

33'-6"

1

16'-2

"

17'-4

"

2

A

1'-2

"

4'-2

"

4'

3'

1'-8

"1'

6"6"

FLOORING SECTION: 1.1

EARTH COMPACTION

1'-2"

3'

1'-8

"1'

6"6"

EARTH COMPACTION

1'-2"

2'-8

"

TMT 8Ø @6" c/c

6"6"

8"

1'-2"

STONE MASONRY



4' 1'-2"

-1'-0" GROUND LEVEL1'-2"

1'-6

"6"

6"


EARTH COMPACTIONSTONE MASONRY

STONEMASONRY(1:6)

STONEMASONRY(1:6)

CONSULTANT:

S6KATHMANDU, NEPAL



SHEET TITLE:

FLOORING DETAILOPTION-2

SHEET NO.

DATE: FEBRUARY,2016





-1'-0" GROUND LEVEL

VERTICAL REINFORCEMENT BAR LAYOUT PLAN

1'-2"1'

-2"

14" TH. STONE MASONRY (1:6)


3" Ø (INTERNAL) X 2' LONG PIPE SLEEVE

1'-2"

1'-2

"



3" Ø (INTERNAL) X 2' LONG PIPE SLEEVE

WALL PLAN AT CORNERWALL PLAN AT T JUNCTIONVERTICAL REINFORCEMENT BAR LAYOUT PLAN

USE OF PIPE SLEEVE AROUND UNIFORM VOID FORREINFORCEMENT AS PER FOLLOWING STEPS:

1. PLACE PIPE SLEEVE AROUND REINFORCEMENT .2.BUILD MASONRY AROUND THE PIPE SLEEVE.3.LIFT THE PIPE SLEEVE LEAVING HOLLOW IN MASONRY.4. FILL THE VOID WITH MIXED CONCRETE AND COARSE AGGREGATE 10 mm.5. REPEAT THE PROCESS.

CONSULTANT:

S7KATHMANDU, NEPAL



SHEET TITLE:VERTICAL REINFORCEMENT BARLAYOUT PLAN

SHEET NO.

DATE: FEBRUARY,2016




TEAM LEADER:MANOHAR RAJBHANDARI4042"CIVIL" VERTICAL REINFORCEMENT BAR

WALL PLAN AT T JUNCTION

1'-2"

1'-2

"

4'

4' 4'

4"

14" x 6"x 6"THROUGH CONCRETE BLOCK

14" x 6"x 6" THROUGHCONCRETE BLOCK



THROUGH CONCRETE BLOCK LAYOUT PLAN

1'-2"

1'-2

"4'

4'


14" x 6"x 6"THROUGHCONCRETE BLOCK


TMT 8 Ø

TMT 8 Ø

TMT 8 Ø

TMT 8 Ø TMT 8 Ø

WALL PLAN AT CORNERTHROUGH CONCRETE BLOCK LAYOUT PLAN

A A

2'6"

2'

PLINTH LEVEL

1'-2"

WALL SECTION



TMT 8 Ø

B


TMT 8 Ø

6"

1'-2"6"

TMT 8 Ø

DETAIL AT B

1'-2"

6" 4"

DETAIL AT A


TMT 8 Ø

STONE MASONRY

CONSULTANT:

S8KATHMANDU, NEPAL



SHEET TITLE:THROUGH CONCRETE BLOCK LAYOUTPLAN & SECTION

SHEET NO.

DATE: FEBRUARY,2016




TEAM LEADER:MANOHAR RAJBHANDARI4042"CIVIL" THROUGH CONCRETE BLOCK LAYOUT

16'-2" 16'-2"

A B C

5'1'-2" 4'-9" 3" 3" 4'-9" 1'-2" 4'-9" 3" 5' 3" 4'-9" 1'-2"

4'

1'-2"1'-9"3" 3'-6" 3" 2' 3" 4' 3" 2'-9" 1'-2"1'-9"3" 3'-6" 3" 2' 3" 4' 3" 2'-9" 1'-2"

A

B

33'-6"

4'

1

2

16'-2

"

1'-2

"4'

-6"

3"5'

-6"

3"4'

-6"

1'-2

"4'

17'-4

"

4'-2

"

3

4'4'

3

4'

CORNER STITCHINGREFER SHEET NO.S11 &S12

C1

1 FOR SECTION 1.1REFER SHEET NO.S13

FOR DETAIL CREFER SHEET NO.S14

4'


4'

4'-2"3'-2"


T JUNCTION STITCHINGREFER SHEET NO.S11 &S12

T JUNCTION STITCHINGREFER SHEET NO.S11 &S12

4'

6'-2"

GROUND FLOOR PLANCORNER & T JUNCTION STITCHING &STRENGTHENING AT SIDE OF THE OPENINGS &MIDDLE OF THE WALL

FOR DETAIL AREFER SHEET NO.S14

2 2FOR SECTION 2.2REFER SHEET NO.S13

FOR SECTION 3.3REFER SHEET NO.S1244

FOR SECTION 4.4REFER SHEET NO.S12

4'

4' 4'


FOR DETAIL BREFER SHEET NO.S14

CONSULTANT:

S9KATHMANDU, NEPAL




DATE: FEBRUARY,2016



GROUND FLOOR PLANCORNER STITCHING & STRENGTHENINGAT SIDE OF THE OPENINGS & MIDDLEOF THE WALL


TEAM LEADER:MANOHAR RAJBHANDARI4042"CIVIL" GROUND FLOOR PLAN

CORNER STITCHING & STRENGTHENING

16'-2" 16'-2"

B C

4'

BAND

BA

ND

12' 4"

33'-6"

1

16'-2

"

17'-4

"

2

A

1'-2

"

4'-2

"

4'

BA

ND

BA

ND

BAND

TYPICAL TIE BAND, SILL BAND, LINTEL BAND &TOP BAND LAYOUT PLAN

FOR TIE BAND, SILL BAND, LINTELBAND & TOP BAND DETAILREFER SHEET NO. S12 & S14

CONSULTANT:

S10KATHMANDU, NEPAL




DATE: FEBRUARY,2016



TYPICAL TIE BAND, SILL BAND, LINTELBAND & TOP BAND LAYOUT PLANDESIGNED BY:


TEAM LEADER:MANOHAR RAJBHANDARI4042"CIVIL" TYPICAL TIE BAND, SILL BAND, LINTEL

1'-2"

1'-2

"

4'

4'

2 Nos TMT 10 Ø

2 Nos TMT 10 Ø

TMT 8 Ø @ 6"c/c

TMT 8 Ø @ 6"c/c

STITCHING DETAIL(PLAN) AT T JUNCTION OF WALL

4'



1


TMT 8Ø @6" c/c U HOOK

1" 1' 1"1'-2"

3"

2" 2"

TYPICAL CORNER STITCHING &T JUNCTION STITCHING DETAIL(SECTION:1.1)

STITCHING DETAIL(PLAN) AT CORNER OF WALL

1'-2"

1'-2

"

4'

4'

2 Nos TMT 10 Ø

2 Nos TMT 10 Ø

TMT 8 Ø @ 6"c/c

TMT 8 Ø @ 6"c/c



1

STITCHING DETAIL(PLAN) AT CORNER OF WALL

1'-2"

1'-2

"

3'-2"

4'

2 Nos TMT 10 Ø

2 Nos TMT 10 Ø

TMT 8 Ø @ 6"c/c

TMT 8 Ø @ 6"c/c



1

2 Nos TMT 10 ØVERTICAL BAR

CONSULTANT:

S11KATHMANDU, NEPAL



SHEET TITLE:

STITCHING DETAIL

SHEET NO.

DATE: FEBRUARY,2016


E-mail: [email protected] SCALE: 1"=2'-0", 1"=1'-0"



T JUNCTION STITCHING DETAIL(SECTION:1.1)T JUNCTION STITCHING DETAIL(SECTION:1.1)

1'6"

3"1'

-10.

5"1'

-10.

5"3"

1'-3

"6"

4'

4'

-1'-0" GROUND LEVEL

STITCHING & TIE BAND, SILL BAND, LINTEL BAND & TOP BANDSECTION AT CORNER OF WALL(SECTION:3.3)

1'-3

"3"

6"6"

CORNER WALL



TMT 8 Ø @ 6"c/c

6" TH. TIE BAND

3" TH. CORNERSTITCHING

TMT 8 Ø @ 6"c/c


TMT 8 Ø @ 6"c/c

2 NOS. TMT 10ØLONGITUDINAL BAR3" TH. SILL BAND

3" TH. CORNERSTITCHING

TMT 8 Ø @ 6"c/c


6" TH. LINTEL BAND

6" TH. TOP BAND

2'-8

"

± 00 PLINTH LEVEL

-3'-8" FOUNDATION LEVEL


TMT 8 Ø @ 6"c/c


2 NOS. TMT 10Ø LONGITUDINAL BAR TMT 8 Ø @ 6"c/c

2 NOS. TMT 10Ø LONGITUDINAL BAR


3"


+3'-0" SILL LEVEL

+7'-0" LINTEL LEVEL

+9'-0"TOP BAND LEVEL

+5'-2.5" STITCHING LEVEL

+1'-6" STITCHING LEVEL

14" TH. STONEMASONRY

1

1

2

2

2

1

1'6"

3"1'

-10.

5"1'

-10.

5"3"

1'-3

"6"

4'

4'

1'-3

"3"

6"6"



TMT 8 Ø @ 6"c/c

6" TH. TIE BAND

3" TH. T JUNCTIONSTITCHING TMT 8 Ø @ 6"c/c


TMT 8 Ø @ 6"c/c


TMT 8 Ø @ 6"c/c


6" TH. LINTEL BAND

6" TH. TOP BAND

2'-8

"

2 NOS. TMT 10ØLONGITUDINAL BAR TMT 8 Ø @ 6"c/c




4'

4'

3" TH. T JUNCTIONSTITCHING


3"


1

1

1

2

2

2

-1'-0" GROUND LEVEL

± 00 PLINTH LEVEL


+3'-0" SILL LEVEL

+7'-0" LINTEL LEVEL




STITCHING & TIE BAND, SILL BAND, LINTEL BAND & TOP BANDSECTION AT T JUNCTION OF WALL(SECTION:4.4)

6"


1'-2"

TYPICAL TIE BAND, LINTEL BAND & TOP BAND DETAIL(SECTION:1.1)

TMT 8Ø @6" c/c

STONE MASONRY



1" 1' 1"1'-2"

3"

2" 2"

TYPICAL SILLBAND, CORNER STITCHING &T JUNCTION STITCHING DETAIL(SECTION:2.2)

CONSULTANT:

S12KATHMANDU, NEPAL



SHEET TITLE:STITCHING & TIE BAND, SILL BAND,LINTEL BAND & TOP BAND SECTION

SHEET NO.

DATE: FEBRUARY,2016





1

3'

1'-8

"1'

6"6"

2'-9

"3"

4'6"

1'6"

9'

WALL SECTION :1.1

1'-2"

OUT IN

14" TH. STONEMASONRY(1:6)

4 NOS. TMT 10ØLONGITUDINALBAR

TMT 8Ø @6" c/c4 NOS. TMT 10ØLONGITUDINALBAR TMT 8Ø @6" c/c

2 NOS. TMT 10ØLONGITUDINAL BARTMT 8Ø @6" c/cU HOOK

1'-2"

EARTH COMPACTION

1'-2"


1'-2"

TMT 8Ø @6" c/c

3'1'

-8"

1'6"

6"2'

-9"

3"4'

6"1'

6"

9'

WALL SECTION :2.2

1'-2"

OUT IN

14" TH. STONEMASONRY(1:6)

-1'-0" GROUND LEVEL


4 NOS. TMT 10ØLONGITUDINALBAR TMT 8Ø @6" c/c

4 NOS. TMT 10ØLONGITUDINALBAR TMT 8Ø @6" c/c

2 NOS. TMT 10ØLONGITUDINAL BARTMT 8Ø @6" c/cU HOOK

EARTH COMPACTION

1'-2"

1'-2"

1'-2"

2'-8

"

2'-8

"

1'1'

WOODEN TRUSSAS PER DETAIL


TMT 8Ø @6" c/c

WOODEN TRUSSAS PER DETAIL

-1'-0" GROUND LEVEL

± 00 PLINTH LEVEL


+3'-0" SILL LEVEL

+7'-0" LINTEL LEVEL



-1'-0" GROUND LEVEL

± 00 PLINTH LEVEL


+3'-0" SILL LEVEL

+7'-0" LINTEL LEVEL



+9'-0"TOP BAND LEVEL +9'-0"TOP BAND LEVEL

24 GAUZECGI SHEET

24 GAUZECGI SHEET

CONSULTANT:

S13KATHMANDU, NEPAL



SHEET TITLE:

WALL SECTIONS

SHEET NO.

DATE: FEBRUARY,2016





1"1' 1'-2

"

3"

2"2"

DETAIL AT B

2 NOS. TMT 10ØVERTICAL BAR


2

SECTION:1.1



TMT 8 Ø @ 6"c/c

6" TH. TIE BAND

TMT 8 Ø @ 6"c/c


6" TH.LINTEL BAND

6" TH. TOP BAND


TMT 8 Ø @ 6"c/c







3"

SECTION:2.2



TMT 8 Ø @ 6"c/c

6" TH. TIE BAND

TMT 8 Ø @ 6"c/c


6" TH. LINTEL BAND

6" TH. TOP BAND


TMT 8 Ø @ 6"c/c






3"

DOOR

1'6"

4'3"

2'-9

"6"

-1'-0" GROUND LEVEL

SECTION:3.3

6"6"



TMT 8 Ø @ 6"c/c

6" TH. TIE BAND

TMT 8 Ø @ 6"c/c


6" TH. LINTEL BAND

6" TH. TOP BAND

2'-8

"

± 00 PLINTH LEVEL



TMT 8 Ø @ 6"c/c




+3'-0" SILL LEVEL

+7'-0" LINTEL LEVEL




3"

WINDOWTMT 8Ø @6" c/c U HOOK TMT 8Ø @6" c/c U HOOK



1" 1' 1"1'-2"

3"

2" 2"

DETAIL AT A

1

1"1' 1'-2

"

3"

2"2"

DETAIL AT C



3

CONSULTANT:

S14KATHMANDU, NEPAL




DATE: FEBRUARY,2016



STRENGTHENING OF MASONRY WALLSECTION & DETAILDESIGNED BY:



2

SECTION:2.2


CONSULTANT:

TYP. TRUSS & PURLIN LAYOUT PLAN

Eq.

Eq.

Eq.

Eq.

Eq.

Eq.

Eq.

Eq.

Eq.

Eq.

Eq.

Eq.

Eq.

35'-6"

9'-8

"13

'-8"

23'-4

"

3"x3" Purlin

4"x4" Vertical Post

Roofing Sheet

Main Truss

3"x3" Bracing

5'-5" 5'-5" 5'-5" 5'-5" 5'-5" 5'-5"

Wall

A B C

2

1

CONSULTANT:

KATHMANDU, NEPAL



SHEET TITLE:


SHEET NO.

DATE: FEBRUARY,2016


E-mail: [email protected] SCALE: 1/ 4"=1'-0"

S15


DRAWN BY: A. NAPIT

DESIGNED BY:Manohar RajbhandariNima SthapitBijendra Man PradhanDilendra Maharjan


DRAWN BY: A. NAPIT



3"x3" Vertical Strut1.22 mm thick Steelplates (18gauze) with nail

3"x5" RafterRidge Cover

24 GauzeCGI Sheet

3"x3" Purlin

4"x5"HorizontalBeam

4"x4"VerticalPost

Eaves

3"x4" Inclined Strut3"x5"Main Tie

3"x3" Vertical Strut1'-8" 1'-8" 1'-8" 1'-8" 1'-8" 1'-8" 1'-8" 1'-8"

3"x4" Vertical Strut

TYP. TRUSS DETAILSScale= 1/ 2": 1'-0"

A

B

C

D 16Ø U hook7"

16'-2"4'-3"1'-4" 2'-1"

Horizontal BeamJoint Detail

Rafter & Main TieJoint Detail

16Ø U hook

TYP. JOINT DETAILSScale= 3/ 4": 1'-0"

7"

4'-3"1'-4" TYP. TIMBER JOINT DETAIL

2"

2"

CONSULTANT:

KATHMANDU, NEPAL



SHEET TITLE:TYP. TRUSS DETAIL & TRUSS JOINTSDETAIL

SHEET NO.

DATE: FEBRUARY,2016


E-mail: [email protected] SCALE: As Shown

S16


DRAWN BY: A. NAPIT



DRAWN BY: A. NAPIT


DETAIL AT D

1.22 mm thick Steelplates (18gauze) with nail

24 GauzeCGI Sheet

3"x5" Rafter

3"x5"Main Tie

3"x3" Purlin

1.22mm thick Steel plate

No. of nails= 24

8"

11"

11"

3"x5"Main Tie

24 GauzeCGI Sheet

3"x4" Inclined Strut

3"x5" Rafter

3"x3" Purlin


1.22 mm thick Steelplates (18gauze)with nail

DETAIL AT CNo. of nails= 52

1'-1"

5"3"

1'-3"

7"4"7"

Nail

Ridge Cover

24 GauzeCGI Sheet

3"x3" Purlin

1.22 mm thick Steelplates (18gauze) with nail

3"x5" Rafter


DETAIL AT A

1.22 mm thickSteel plates(18gauze) withnail No. of nails= 28

5"

4"

8"

4"

DETAIL AT B


3"x4" Inclined Strut

1.22 mm thick Steelplates (18gauze)with nail

3"x5"Main TieNo. of nails= 44

11"

1'-1"

CONSULTANT:

KATHMANDU, NEPAL



SHEET TITLE:

TYP. STEEL PLATE DETAILS

SHEET NO.

DATE: FEBRUARY,2016



S17


DRAWN BY: A. NAPIT



DRAWN BY: A. NAPIT


3"x5" Rafter

TYP. STEEL PLATE DETAILS

TYP. FRAME DETAIL FOR CGI CLADDINGScale= 3/ 4": 1'-0"

Ridge Cover

24 GauzeCGI Sheet

3"x3" Purlin

2' 1'-10" 1'-10" 1'-10" 1'-10" 1'-10" 1'-10" 2'3"x3" Horizontal tie 3"x3" Vertical Strut

3"x3" Rafter

1'-1

"1'

-7"

16'-2"

SECTION AT 1-1

24 GauzeCGI Sheet

Ridge Cover

6"

24 GauzeCGI Sheet

3"x3" memberfor CGI cladding

Main Truss

3"x3" Purlin

TYP. HORIZONTAL BEAM& POST JOINT DETAIL

4"x5"HorizontalBeam

4"x4"VerticalPost

3"x5" Rafter

2"

2"

CONSULTANT:

KATHMANDU, NEPAL



SHEET TITLE:TYP. FRAME DETAIL FOR CGI CLADDING& SECTION

SHEET NO.

DATE: FEBRUARY,2016



S18


DRAWN BY: A. NAPIT



DRAWN BY: A. NAPIT


TYP. FRAME DETAIL FOR CGI CLADDING

WOOD SCHEDULESNO. DESCRIPTION SYMBOL

1 Rafter RA2

Main Tie MT3Vertical strut VS14Vertical strut VS5Inclined Strut IS6Horizontal beam HB

NOS.1

11221

Rafter RA1 1

Post PO 578

Purlin - 159

LENGTH

2'-6"1'-6"

8'-2"

17'-4"13'-9"9'-9"

3'-10"32'-4"

34'-10"

SIZE3" x 5"3" x 5"3" x 5"3" x 4"3" x 3"3" x 6"5" x 54"4" x 4"3" x 3"

VS

VS1IS IS

MTMT

RA1 VS

RA

HB

PO

16'-2"TYP. TRUSS DETAILSScale= 1/ 2": 1'-0"

4'-3"1'-4" 2'-1"

5'-6"

6'

6'

6'

4'-6"

24 GauzeCGI Sheet

1'-6"

CONSULTANT:

KATHMANDU, NEPAL



SHEET TITLE:

TYP. TRUSS DETAIL & WOOD SCHEDULE

SHEET NO.

DATE: FEBRUARY,2016



S19


DRAWN BY: A. NAPIT



DRAWN BY: A. NAPIT


TYP. TRUSS DETAIL & WOOD SCHEDULE

Documents

HIMALAYAN TRUST NEPAL · 4"x4" wooden post 4"x4" wooden post section: s.s 4" 4" 4"x4"x 6 mm th. ms hollow tube (internal dimension) 9" 9" 9"x9"x pcc block consultant: kathmandu, nepal