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STRUCTURAL DRAWINGS

LISTS OF STRUCTURAL DRAWINGS FOR THE PROPOSED CATEGORY III, 4 STOREY RESIDENTIAL BUILDING FOR PHUNTSHOLING HOUSING PROJECT

DWG. NO. DRAWING TITLE DATE OF ISSUE

S-01 List of Structural Drawings

S-02(a) General Notes on Structural Drawings

S-02(b) General Notes on Structural Drawings

S-03

Foundation Layout Plan

S-04Foundation Details

S-05

S-06

Column Layout Plan

S-07

S-08

S-09 Typical Location of Splices In Beams and Beam Stirrup Details

S-10

S-11

Plinth Beam Layout Plan

Plinth Beam Details

S-13

First, Second & Third Floor Beam Layout Plan

S-14

First Floor Beam Details

Roof Beam Layout Plan

Roof Beam Details

S-15

Column Details

Typical Location of Splices in Columns and Column Tie Details

Beam - Column Connection Details

S-16

Typical Details Opening Through Web of Beam

S-17

Typical Lintel Beam Details

S-18

Typical Vertical Reinforcement Details of Projected Walls and Lintel Anchorage

S-19

S-20

Typical Detail of Cornice at First Floor and Roof Floor Level

S-21

Bottom Reinforcement Layout

S-22

Top Reinforcement Layout

S-23

Slab Section Details

S-24

S-25

S-26

S-27

S-28

Staircase Plan

May 2016

Roof Truss Layout Plan

Typical Truss Details

Typical Truss Elevation & member schedule

Typical Truss Connection

S-12

Staircase Details

Typical Truss Elevations

May 2016

May 2016

May 2016

May 2016

May 2016

May 2016

May 2016

May 2016

May 2016

May 2016

May 2016

May 2016

May 2016

May 2016

May 2016

May 2016

May 2016

May 2016

May 2016

May 2016

May 2016

May 2016

May 2016

May 2016

May 2016

May 2016

May 2016

May 2016

May 2016

May 2016

Second Floor Beam Details

Third Floor Beam Details

S-29

S-30

S-31

S-32

S-33

Prop Connection Details

May 2016

May 2016

May 2016

Slab Layout Plan

Project:

GENERAL MANAGER (D&PS)

Scale:Date:

Drawing No:Drawn By:Designed :

Drawing Title:

E.E (DESIGN) CHIEF EXECUTIVE OFFICER (NHDCL)

PHUNTSHOLING HOUSING PROJECT

ROYAL GOVERNMENT OF BHUTAN NATIONAL HOUSING DEVELOPMENT CORPORATION

DESIGN AND PLANNING SERVICES THIMPHU: BHUTAN POST BOX NO. 1439

LIST OF STRUCTURAL DRAWINGS FOR THE PROPOSED CLASS IV QUARTERSNTSMay 2016

Sonam ChodenSonam Choden

S-01

ContentsDateRevision

A. GENERAL

1. READ THIS DRAWINGS IN CONJUNCTION WITH ARCHITECTS' AND OTHER ENGINEERS' DRAWINGS AND SPECIFICATIONS, AND SUCH OTHER WRITTEN

INSTRUCTIONS AS MAY BE ISSUED.

2. ALL DIMENSIONS ARE IN MILIMETRE UNLESS STATED OTHERWISE.

3. DIMENSIONS SHALL NOT BE SCALED FROM THE DRAWINGS.

4. DESIGN CONFORMS TO:

IS456:2000 CODE OF PRACTICE FOR PLAIN AND REINFORCED CONCRETE

IS4326:1993 EARTHQUAKE RESISTANT DESIGN AND CONSTRUCTION OF BUILDINGS

IS13920:1993 DUCTILE DETAILING OF REINFORCED CONCRETE STRUCTURES SUBJECTED TO SEISMIC FORCES

5. VERIFY ALL SETTING OUT DIMENSIONS WITH THE ENGINEER/ARCHITECT. VERIFY LOCATION AND DIMENSIONS OF CHASES, INSERTS,

OPENINGS, WASHES, DRIPS, DEPRESSIONS, AND OTHER PROJECT REQUIREMENTS NOT SHOWN ON THE STRUCTURAL DRAWINGS.

6. IF IN DOUBT, ASK.

7. REFER ANY DISCREPANCY TO ENGINEER/ARCHITECT BEFORE PROCEEDING WITH THE WORK.

8. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL COMPLY WITH THE SPECIFICATIONS FOR BUILDING AND ROAD WORKS TOGETHER WITH THE

REQUIREMENTS OF ALL RELEVANT CODES OF PRACTICE REFERRED TO HEREIN AND THE REQUIREMENTS OF ALL STATUTORY AUTHORITIES.

9. CHECK ALL DIMENSIONS BEFORE STARTING WORK.

10. ALWAYS REFER ADDITIONAL NOTES PROVIDED IN THE DRAWINGS.

11. UNLESS OTHERWISE INDICATED, DETAILS SHOWN ARE TO BE CONSIDERED TYPICAL FOR SIMILAR CONDITIONS.

12. NO FRAMING OR STRUCTURAL MEMBERS ARE TO BE MODIFIED, NOTCHED, OR CUT WITHOUT THE APPROVAL OF THE PROJECT ENGINEER.

13. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE CONTRACT DRAWINGS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE

PROJECT ENGINEER BEFOFE PROCEEDING WITH THE AFFECTED WORK. ANY VARIATIONS OR SUBSTITUTIONS OF MATERIALS OR DETAILS FROM THOSE

INDICATED ON THE DRAWINGS MAY ONLY BE MADE WiTH PRIOR APPROVAL OF THE PROJECT ENGINEER.

B. FOUNDATION

1. FOOTINGS ARE DESIGNED FOR AN ALLOWABLE BEARING CAPACITY OF 150KN/M2 AS PER THE TEST RESULT. VERIFY THE SOIL STRENGTH AND OBTAIN

APPROVAL FROM THE ENGINEER BEFORE PLACING CONCRETE.

2. FOUNDATION SHALL BEAR ON UNDISTURBED NATURAL MATERIAL OR PROPERLY PLACED AND COMPACTED CONTROLLED STRUCTURAL

FILL HAVING A MINIMUM BEARING CAPACITY OF SOIL AS PER THE TEST RESULTS.

3. CONTROLLED STRUCTURAL FILL SHALL CONSIST OF CLEAN GRANULAR MATERIAL FREE OF ORGANIC OR OTHER DELETERIOUS MATTER

AND CONFORM TO THE REQUIREMENTS OF STANDARDS AND QUALITY CONTROL AUTHORITY.

4. MASONRY WALLS IN THE FORM OF RANDOM RUBBLE MASONRY SHALL BE PROVIDED BELOW THE EXTERIOR AS WELL AS INTERIOR PLINTH BEAM.

5. FOOTINGS ARE DESIGNED CONSIDERING THE MINIMUM DEPTH OF 1500MM BELOW THE ORIGINAL GROUND LEVEL. NOTIFY ENGINEER IF

THE DEPTH OF FOOTINGS REQUIRED TO BE PROVIDED VARIES FROM THE DEPTH SPECIFIED ABOVE.

6. ALL EXCAVATION SHALL BE DRY BEFORE PLACING ANY CONCRETE.

7. IF SEEPAGE IS ENCOUNTERED DURING FOUNDATION EXCAVATION, PUMP OUT WATER BEFORE PLACING CONCRETE.

8. THE FOUNDATIONS UNDER THE CONCRETE BASE SLAB SHALL BE COMPACTED THROUGHLY AND A MINIMUM 150MM LAYER OF

COURSE AGGREGATE SHALL BE PLACED OVER THE COMPACTED EARTH AND SEALED WITH 75MM THICK LAYER OF BLINDING CONCRETE.

9. BACKFILLING AGAINST BUILDING FOUNDATION WALLS SHALL BE DONE ONLY AFTER WALLS ARE BRACED TO PREVENT MOVEMENT.

10. CARE SHALL BE TAKEN NOT TO OVERSTRESS ANY ADJACENT RETAINING WALLS AND STRUCTURES DURING BACKFILLING AROUND FOUNDATIONS.

11. COMPACTION OF FOUNDATION SHALL BE APPROVED BY ENGINEER PRIOR TO PLACEMENT OF CONCRETE.

C. LOADING

1. THIS STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING NOMINAL LOADS:

1.1 DEAD LOADS:

UNIT WEIGHT OF WALL 19.6 KN/M3

UNIT WEIGHT OF RCC 25 KN/M3

UNIT WEIGHT OF PCC 24 KN/M3

1.2 SUPERIMPOSED LOADS(LIVE LOADS):

LIVE LOAD FOR FLOORS 2.0 KPA

LIVE LOAD FOR STAIRCASE 3.0 KPA

LIVE LOAD FOR ROOF 0.75 KPA

1.3 WIND LOAD:

BASIC WIND SPEED (ASSUMED) 45 M/S

BUILDING CLASS B

TERRAIN CATEGORY II

1.4 EARTHQUAKE DESIGN DATA

SEISMIC ZONE V

IMPORTANCE FACTOR 1.0

BASIC SEISMIC FORCE RESISTING

SYSTEM SPECIAL MOMENT RESISTING FRAME

2. MAINTAIN STRUCTURE IN STABLE CONDITION DURING CONSTRUCTION.

3. DO NOT PLACE OR STORE BUILDING MATERIALS ON CONCRETE MEMBERS WITHOUT ENGINEER'S APPROVAL.

D. CONCRETE

1. CONCRETE QUALITY SHALL COMPLY WITH IS456:2000

2. PROJECT ASSESSMENT OF CONCRETE STRENGTH IS REQUIRED.

3. GRADE OF CONCRETE IS M20 FOR ALL RCC WORKS.

4. FOR THE ABOVE GRADE TO BE ACHIEVED, MAXIMUM FREE WATER-CEMENT RATIO SHALL BE 0.55, MINIMUM CEMENT CONTENT

SHALL BE 300KG/M3 AND MAXIMUM AMOUNT OF WATER SHALL BE 165L FOR 300KG/M3 OF CEMENT.

5. ONLY POTABLE WATER SHALL BE USED FOR MIXING AND CURING, AND SHALL COMPLY TO THE REQUIREMENTS OF IS456:2000.

6. MECHANICALLY VIBRATE CONCRETE IN THE FORM TO GIVE MAXIMUM COMPACTION WITHOUT SEGREGATION OF THE CONCRETE.

7. CURE CONCRETE AS REQUIRED BY THE CLASUE 13.5 OF IS456:2000 AND WORK SPECIFICATIONS.

8. IN THE DRAWINGS THE BEAM SIZES ARE DESIGNATED WIDTH X DEPTH (INCLUDES SLAB THICKNESS IF ANY).

9. CONCRETE SIZES AS DRAWN ARE MINIMUM AND DO NOT INCLUDE APPLIED FINISHES.

10. DO NOT MAKE UNSPECIFIED HOLES OR CHASES WITHOUT ENGINEER'S PRIOR APPROVAL.

11. DO NOT PLACE CONDUITS, PIPES AND THE LIKE WITHIN COVER CONCRETE.

12. AGGREGATES SHALL COMPLY WITH CLAUSE 5.3 OF IS456:2000. NOMINAL SIZE OF COARSE AGGREGATES SHALL BE 20MM.

13. THE CHARACTERISTIC STRENGTH OF CONCRETE AT 28 DAYS SHALL BE 20MPA. THE CONCRETE SHALL BE ASSESSED AS PER THE

ACCEPTANCE CRITERIA OUTLINED IN CLAUSE 16 OF IS456:2000 OR ANY OTHER STATUTORY AUTHORITIES.

14. ALL FORMWORKS FOR BEAMS AND SLABS ARE TO BE REMOVED BEFORE CONSTRUCTION OF WALLS OR OTHER

PERMANENT LOADINGS. ALL FORMWORK AND ITS REMOVAL MUST BE IN ACCORDANCE TO IS456:2000.

15. ALL FLOOR SLABS ARE REINFORCED CONCRETE SLABS.

Project:


Scale:Date:


Drawing Title:





GENERAL NOTES ON STRUCTURAL DRAWINGNTSMay 2016


S-02 (a)


E. REINFORCEMENT

1. GRADE OF STEEL USED FOR RCC WORKS SHALL BE FE500(TMT).

2. BAR NOTATION GIVES THE FOLLOWING INFORMATION IN THIS ORDER:NUMBER OF BARS; BAR SIZE(MM); SPACING (MM, IF REQUIRED).

3. REINFORCEMENT IS REPRESENTED DIAGRAMATICALLY AND NOT NECESSARILY IN TRUE PROJECTION.

4. LAP REINFORCEMENT ONLY AT LOCATIONS SHOWN IN THE DRAWINGS. LAP LENGTH SHALL COMPLY WITH IS456:2000. LAP SPLICES

SHALL NOT BE LESS THAN THE DEVELOPMENT LENGTH IN TENSION( GENERALLY 57X Ø).

5. REINFORCEMENT SHALL NOT BE CUT, BENT OR HEATED ON SITE WITHOUT ENGINEER'S PRIOR APPROVAL.

6. THE DEVIATION OF REINFORCEMENT FROM ITS SPECIFIED POSITION SHALL NOT EXCEED THE FOLLOWING(MM):

6.1) TOLERENCE FOR COVER -0,+10 MM. WHERE A NEGATIVE VALUE INDICATES A DECREASE IN SPECIFIED COVER, AND POSITIVE

VALUE INDICATES AN INCREASE IN COVER.

6.2) TOLERENCES ON PLACING OF REINFORCEMENT:

I) FOR SLABS AND STAIRCASE -10,+10MM.

II) FOR BEAMS COLUMNS AND FOUNDATION -15,+15 MM.

7. SPACERS AND SUPPORTS SHALL BE LOCATED AT CENTRES CLOSE ENOUGH(PREFERABLY NOT EXCEEDING 750MM C/C FOR COLUMN

AND BEAM REINFORCEMENT, AND 450MM FOR SLAB REINFORCEMENT) TO PREVENT DISPLACEMENT OF REINFORCEMENT BY

WORKMEN OR EQUIPMENT DURING FIXING AND SUBSEQUENT CONCRETE PLACEMENT WITHIN THE TOLERENCE GIVEN IN 6 ABOVE.

8. THE COVER TO THE REINFORCEMENT NEAREST TO THE CONCRETE SURFACE SHALL NOT BE LESS THAN THE FOLLOWING EXCEPT

WHERE SPECIFIED OTHERWISE:

BEAMS 30 MM

COLUMNS 40 MM

FLOOR SLABS AND STAIRCASE 20 MM

FOUNDATION 50 MM

9. BENDING OF REINFORCEMENT IN BEAMS AND COLUMNS SHALL COMPLY WITH THE REQUIREMENTS OF IS456:2000.

10. REINFORCEMENT SHALL BE SUBJECT TO LABORATORY TEST TO DETERMINE DUCTILE PROPERTY.

11. INSTALLATION OF REINFORCEMENT SHALL BE COMPLETED AT LEAST 24 HOURS PRIOR TO SCHEDULED CONCRETE PLACEMENT. NOTIFY

ENGINEER AT LEAST 48 HOURS PRIOR TO SCHEDULED CONRETE PLACEMENT, TO ALLOW TIME FOR INSPECTION.

F. TIMBER

1. ALL STRUCTURAL TIMBER SHALL CONFORM TO THE IS883.

2. MOISTURE CONTENT OF THE STRUCTURAL TIMBER SHALL NOT EXCEED 12%.

G. FORMWORK

1. PROPERLY BRACE AND SHORE FORMWORK TO MAINTAIN ALIGNMENT AND TOLERANCE IN ACCORDANCE WITH IS456:2000.

2. FORMWORK SHALL COMPLY WITH CLAUSE 11 OF IS456:2000.

3. STRIPPING OF FORMWORK SHALL COMPLY WITH CLAUSE 11.3 OF IS456:2000.

Project:


Scale:Date:


Drawing Title:





GENERAL NOTES ON STRUCTURAL DRAWINGNTSMay 2016


S-02 (b)


NOTES:

1. PROPER ANCHORAGE OF BEAM BARS IN EXTERIOR COLUMNS SHALL BE

PROVIDED AS DETAILED IN DRAWING NO. S-08.

2. IN ORDER TO ACHIEVE PROPER ANCHORAGE OF BEAM BARS INTO

EXTERIOR COLUMNS, ALL EXTEIROR COLUMNS SHALL BE CAST ONLY UPTO

3/4 OF THEIR HEIGHT BEFORE LAYING BEAM REINFORCEMENT IN UPPER

FLOOR.

3. REFER BEAM DETAILS PRIOR TO CASTING OF COLUMNS.

REFERENCES:

1. REFER DRAWING NO. S-06 FOR COLUMN DETAILS.

2. REFER DRAWING NO. S-07 FOR COLUMN SPLICE LOCATIONS AND COLUMN TIE DETAILS.

3. REFER DRAWING NO. S-08 FOR BEAM-COLUMN CONNECTION DETAILS.

C1

C2

C1

C1C1

C2

C2

C2

C2

C2C2C2C2

C3

C3 C3C3

C2

F1 F1

F1F1

F2 F2 F2 F2

F2F2

F3F3F3F3

F3 F3 F3 F3

Project:


Scale:Date:


Drawing Title:





FOUNDATION LAYOUT PLANNTSMay 2016


S-03


Column

Footing

Ldt

50mm

15

00

Ldt

75

L

L

B

D

Bottom reinforcement(refer footing schedule)

Top reinforcement(refer footing schedule)

Plinth beam(refer details)

Beam in orthogonal direction40mm

GL GL

Footing schedule

FootingMark

Footing size & depth (mm) Bottom reinforcement(bothways)

F1

Length(L)

2300

Top reinforcement(bothways)Breadth(B)

2300

Depth(D)

450 12Ø@100C/C 12Ø@200C/C

L

B

15

0

75mm PCC (1:2:4)40mm aggregates

150mm stone soling

60

0

L = 57 X Ø (Ø is the maximum diameter of the column bar)dt

F2 2500 2500 500 12Ø@100C/C 12Ø@200C/C

F3 500 12Ø@100C/C 12Ø@200C/C

Column

Footing

2700 2700

PLINTH LEVEL

75 MM THICK PCC(1:3:6)

RRM IN CM (1:6)

150 MM THICK STONE SOLING

675

875

FOUNDATION FOR INTERNAL WALL BELOW

PARTITION WALL(Where no Plinth Beam is Provided)

375

575

150

15

0

15

00

675

FOUNDATION FOR EXTERNAL WALL

BELOW PLINTH BEAM

PLINTH BEAM

150 MM THICK STONE SOLING

REFER ARCHITECTURAL

DRAWINGS

RRM IN CM (1:6)

75 MM THICK PCC(1:3:6)

375

575

Plinth Beam Level

PARTITION WALL

RL ± 0.000 M

875

RL ( Ref. Arch. Plan)

REFERENCES:

1. REFER DRAWING NO. S-02 FOR GENERAL NOTES ON FOUNDATION.

2. REFER DRAWING NO. S-03 FOR FOOTING LAYOUT.

3. REFER DRAWING NO. S-05 FOR COLUMN LAYOUT.


5. REFER DRAWING NO. S-07 FOR TYPICAL LOCATION OF SPLICES IN

COLUMN & COLUMN TIE DETAILS.

15

00

REFER ARCHITECTURAL

DRAWINGS

Project:


Scale:Date:


Drawing Title:





FOUNDATION DETAILSNTSMay 2016


S-04


C1

C2

NOTES:

1. PROPER ANCHORAGE OF BEAM BARS IN EXTERIOR COLUMNS SHALL BE

PROVIDED AS DETAILED IN DRAWING NO. S-08.

2. IN ORDER TO ACHIEVE PROPER ANCHORAGE OF BEAM BARS INTO

EXTERIOR COLUMNS, ALL EXTEIROR COLUMNS SHALL BE CAST ONLY UPTO 3/4

OF THEIR HEIGHT BEFORE LAYING BEAM REINFORCEMENT IN UPPER FLOOR.

3. REFER BEAM DETAILS PRIOR TO CASTING OF COLUMNS

REFERENCES:


2. REFER DRAWING NO. S-07 FOR COLUMN SPLICE LOCATIONS AND COLUMN TIE

DETAILS.

3. REFER DRAWING NO. S-08 FOR BEAM-COLUMN CONNECTION DETAILS.

C1

C1C1

C2

C2

C2

C2

C2C2C2C2

C3

C3 C3C3

C2

Project:


Scale:Date:


Drawing Title:





COLUMN LAYOUT PLANNTSMay 2016


S-05


S1

4. Column details upto roof level will be the same

d = dia. of tie

5. Ld= 57*Ø= 16Ø=950 20Ø=1150 25Ø=1450

D=over all depth of the beam

C1

TYPICAL COLUMN DETAILS SHOWING TIES

C2

Type

C1

700

700

GL

Ld

SPLICING

500

500

500

500

8Ø @ 75 c/c

4-20Ø

4-16Ø

ties 8Ø

C2

Note:

450 * 450 8 Ø @ 75c/c

Ties (S1) , at splices & below the plinth levelSize

4-20Ø + 4-16Ø

Main Bar

COLUMN SCHEDULE

8Ø @ 150 c/c

1. All splices to be provided near middle of columns2. Not more than 50% of longitudinal bars shall bespliced at one section3. Splices for Column at ground floor is not permitted

8Ø @ 150 c/c

Ties (S2)

Special confiningzone

S2

GL

S1

S2

Non splicing zone

Special confiningzone

3240

3240

Ground floor level

First floor level

500

500

500

700

700

S1

450 * 450 4-25Ø+4-20Ø

COLUMN ELEVATION AND TIE ZONATION

450

450

C2 8Ø @ 75 c/c 8Ø @ 150 c/c450 * 450 8-25Ø

C3

4-25Ø

4-25Ø

ties 8Ø

450

450

4-25Ø

4-20Ø

ties 8Ø

450

450

Project:


Scale:Date:


Drawing Title:



ROYAL GOVERNMENT OF BHUTAN NATIONAL HOUSING DEVELOPMENT CORPORATION DESIGN AND PLANNING SERVICES THIMPHU: BHUTAN POST BOX NO. 1439

COLUMN DETAILSNTSMay 2016


S-06


NOTES ON SPLICING OF COLUMN REINFORCEMENT:

1. NOT MORE THAN 50% OF BARS SHALL BE SPLICED AT ONE SECTION.

2. REINFORCEMENT SHALL BE SPLICED ONLY AT MIDHEIGHT OF COLUMNS.

4. TIE SPACING FOR FULL LENGTH OF SPLICE SHALL NOT BE GREATER THAN 125 MM C/C.

5. MINIMUM SPLICE LENGTH SHALL BE 57 TIMES THE DIAMETER OF MAIN REINFORCEMENT(57XØ).

6. WHERE COLUMNS ARE NOT RESTRAINED BY WALLS ON AT LEAST TWO SIDES, THEY SHALL

BE PROVIDED WITH FULL CONFINING REINFORCEMENT THROUGHOUT THEIR HEIGHT.

EXTERIOR

BEAM-COLUMN

CONNECTION

(REFER DETAIL ON

DWG NO. S-08)

GROUND LEVEL

REFER FOOTING DETAILS

SP

LIC

E R

EG

IO

N

REFER DETAIL

ASIDE

1

0

0

135°

>3

00

40MM COVER(MIN.)

10

0

COLUMN FACE

COVER

50

0

SPLICE

GROUND LEVEL

REFER FOOTING DETAILS

SP

LIC

E R

EG

IO

N

SPLICE

INTERIOR

BEAM-COLUMN

CONNECTION

(REFER DETAILS

IN S-08)

BEAM

BEAM

BEAM

BEAM

BEAM

BEAM

REFER DETAIL

ASIDE

>47xØ

SPLICES WITH OFFSET

CRANKED BARS IN COLUMN

70

0

50

0

50

0

70

0

50

0

70

0

50

0

50

0

50

0

50

0

70

0

TYPICAL SPLICE LOCATION INEXTERIOR COLUMNS

TYPICAL SPLICE LOCATION ININTERIOR COLUMNS

TYPICAL COLUMN DETAIL

1

0

0

135°

40MM COVER(MIN.)

TYPICAL COLUMN DETAIL

Project:


Scale:Date:


Drawing Title:





TYPICAL LOCATION OF SPLICES IN COLUMN AND COLUMN TIE DETAILSNTSMay 2016


S-07


CONNECTION DETAIL (PLAN VIEW)

TYPICAL INTERIOR BEAM - COLUMN

COLUMN REINFORCEMENTS

BEAM

COLUMN TIES WITHIN THE JOINT

COLUMN REINFORCEMENT

REINFORCEMENTCOLUMN

BEAM BAR BENT FOR ANCHORAGE

COLUMN TIECOLUMN TIE

REINFORCEMENTBEAM

PCC

BEAM

COLUMN

CONNECTION DETAIL (SIDE VIEW)INTERIOR BEAM - COLUMN

PCC

COLUMN

BEAM REINFORCEMENTS

Ld = 1150 MM FOR 20Ø = 1450 MM FOR 25Ø = 950 MM FOR 16 Ø = 700 MM FOR 12Ø

50 MM (MAX)BEAM

COLUMN TIE

Ld + 10Ø

FOR ANCHORAGEBEAM BAR BENT

50 MM (MAX)

CONNECTION DETAIL ( SIDE VIEW)

TYPICAL EXTERIOR BEAM - COLUMN

BEAM

CONNECTION DETAIL (PLAN VIEW)

TYPICAL EXTERIOR BEAM - COLUMN

50MM (MAX)

COLUMNEXTERIOR COLUMN

SECONDARY BEAM

COLUMN REINFORCEMENT

BEAM

COLUMN

50 MM (MAX)

BEAM STIRRUPS

PRIMARY BEAM

PRIMARY-SECONDARYBEAM JUNCTION DETAILS

Project:


Scale:Date:


Drawing Title:





BEAM-COLUMN CONNECTION DETAILSNTSMay 2016


S-08


TYPICAL BEAM STIRRUP DETAILS

30MM COVER(MIN.)

30

MM

C

OV

ER

(M

IN

.)

1

0

0

1

0

0

1

3

5

°

TYPICAL HOOK DETAILS

TOP BAR SPLICE

TYPICAL SPLICE LOCATION IN END SPAN OF BEAM

2d

L

L/2

BOTTOM BAR SPLICE

TOP BAR SPLICE

L

L/2

BOTTOM BAR SPLICE

2d

TYPICAL SPLICE LOCATION IN INTERIOR SPAN OF BEAM

EXTERIOR

BEAM-COLUMN

CONNECTION (Refer Detail

Drawing No. S-08)

NOTES ON SPLICING OF BEAM REINFORCEMENT:

1. NOT MORE THAN 50% OF BARS SHALL BE SPLICED AT ONE SECTION.

2. TOP REINFORCEMENT SHALL BE SPLICED AT MIDSPAN OF BEAM.

3. BOTTOM REINFORCEMENT SHALL BE SPLICED AT A DISTANCE OF 2 TIMES THE EFFECTIVE DEPTH

OF BEAM FROM THE FACE OF COLUMN, BUT SHALL NOT BE SPLICED AT MIDSPAN OF BEAM.

4. STIRRUP SPACING FOR FULL LENGTH OF SPLICE SHALL NOT BE GREATER THAN 125 MM C/C.

5. MINIMUM SPLICE LENGTH SHALL BE 57 TIMES THE DIAMETER OF MAIN REINFORCEMENT(57XØ).

d

d

Project:


Scale:Date:


Drawing Title:



ROYAL GOVERNMENT OF BHUTAN NATIONAL HOUSING DEVELOPMENT CORPORATION DESIGN AND PLANNING SERVICES THIMPHU: BHUTAN POST BOX NO. 1439

TYPICAL LOCATION OF SPLICES IN BEAMS AND BEAM STIRRUP DETAILSNTSMay 2016


S-09


REFERENCES:

1. REFER DRAWING NO. S-11 FOR PLINTH BEAM DETAILS.

2. REFER DRAWING NO. S-26 & S-27 FOR STAIRCASE DETAILS.

STAIRCASE

Project:


Scale:Date:


Drawing Title:

CHIEF EXECUTIVE OFFICER (NHDCL)




PLINTH BEAM LAYOUT PLANNTSMay 2016


S-10


E.E (DESIGN)

21

D E FB CA

3425345045753425800800800800800

S1 S1 S1 S1 S1 S1 S1S1S1S2 S2 S2 S2

S1800 800 800 800

104010401050105014001400

4575S2

L-SECTION OF PLINTH BEAM ALONG GRID 1, 2 & 3 (BEAM SIZE 300X400)

300SECTION 1-1

800

2-16Ø 2-16Ø 2-16Ø

4-12Ø

300SECTION 2-2

2-16Ø

21

400 400

REFERENCES:

1. REFER DRAWING NO. S-1 0 FOR PLINTH BEAM LAYOUT PLAN.

2. REFER DRAWING NO. S- 09 FOR TYPICAL SPLICE LOCATION IN BEAMS AND BEAM STIRRUP DETAILS.

3. REFER DRAWING NO. S-08 BEAM-COLUMN CONNECTION DETAILS.

4. REFER DRAWING NO. S-21 FOR CORNICE DETAILS.

5. REFER DRAWING NO. S-1 8 FOR TYPICAL DETAIL OF OPENING THROUGH BEAM WEB.

4-12Ø

4-16Ø

S1 = 8 @100mm c/cS2 = 8 @ 150mm c/c

L-SECTION OF PLINTH BEAM ALONG GRID A, B, C, D, E & F. (BEAM SIZE 300X400)

SECTION 3-3

SECTION 4-4

1040 1040

2-16Ø

1400 1400

2-16Ø

1 2 3

4500800

S1 S1 S1S2

S1800 800 800

136012001200

3925S2

2-20Ø 2-20Ø

4-16Ø 4-16Ø

1360

43

43

4-12Ø4-12Ø4-12Ø4-12Ø

300 300

2-20Ø

4004-16Ø 4-16Ø

2-16Ø

4-16Ø

4-12Ø400

2-20Ø + 2-16Ø 2-20Ø + 2-16Ø 2-20Ø + 2-16Ø 2-20Ø + 2-16Ø

2-20Ø

4-16Ø 4-16Ø 4-16Ø 4-16Ø 4-16Ø 4-16Ø 4-16Ø 4-16Ø 4-16Ø

L-SECTION OF PLINTH BEAM ALONG GRID 3 (BEAM SIZE 300X400)

21

D E FB CA

3425

3450

45753425800800800

S1 S1 S1 S1 S1S1S1S2 S2 S2

S1800 800 800 800

1040104014001400

4575S2800

2-16Ø 2-16Ø

21

1040 1040

2-16Ø

1400 1400

2-16Ø 4-16Ø4-16Ø

4-16Ø4-16Ø4-16Ø4-16Ø4-16Ø

4-16Ø

4-12Ø 4-12Ø 4-12Ø 4-12Ø

800S1

S2

1050

4-12Ø

2-16Ø

600

550

2-12Ø

2-12Ø

1050

800S1

2-12Ø

5504-16Ø 4-16Ø

Project:


Scale:Date:


Drawing Title:





PLINTH BEAM DETAILSNTSMay 2016


S-11


E.E (DESIGN)

REFERENCES:

1. REFER DRAWING NO. S-13, S-14 & S-15 FOR FLOOR BEAM DETAILS.


STAIRCASE

Project:


Scale:Date:


Drawing Title:





FIRST, SECOND & THIRD FLOOR BEAM LAYOUT PLANNTSMay 2016


S-12


E.E (DESIGN)

21

D E FB CA

3425345045753425900900900900900

S1 S1 S1 S1 S1 S1 S1S1S1S2 S2 S2 S2

S1900 900 900 900

104010401050105014001400

4575S2

L-SECTION OF FIRST FLOOR BEAM ALONG GRID 1 & GRID 2 (BEAM SIZE 300X450)

300SECTION 1-1

2-20Ø

900

2-25Ø + 2-16Ø 2-25Ø 2-25Ø + 2-16Ø 2-25Ø + 2-16Ø2-25Ø

2-25Ø + 2-16Ø 2-25Ø + 2-16Ø 2-25Ø + 2-16Ø2-25Ø + 2-16Ø

2-25Ø2-25Ø + 2-16Ø

2-25Ø

2-16Ø300

SECTION 2-2

2-20Ø

2-25Ø

21

1 2 3

4500900

S1 S1 S1S2

S1900 900 900

136012001200

3925S2

L-SECTION OF FIRST FLOOR BEAM ALONG GRID A & F. (BEAM SIZE 300X450)

2-25Ø2-25Ø + 2-16Ø 2-25Ø

13602-25Ø + 2-16Ø2-25Ø + 2-16Ø2-25Ø + 2-16Ø

450 450

L-SECTION OF FIRST FLOOR BEAM ALONG GRID 3 (BEAM SIZE 300X450)

REFERENCES:

1. REFER DRAWING NO. S-12 FOR FIRST FLOOR BEAM LAYOUT PLAN.

2. REFER DRAWING NO. S-09 FOR TYPICAL SPLICE LOCATION IN BEAMS AND BEAM STIRRUP DETAILS.



5. REFER DRAWING NO. S-18 FOR TYPICAL DETAIL OF OPENING THROUGH BEAM WEB.

2-16Ø

2-20Ø + 2-16Ø 2-20Ø + 2-16Ø 2-20Ø + 2-16Ø 2-20Ø + 2-16Ø 2-20Ø + 2-16Ø

2-16Ø

S1 = 8 @100mm c/cS2 = 8 @ 150mm c/c

L-SECTION OF FIRST FLOOR BEAM ALONG GRID C & D. (BEAM SIZE 300X450)

21

21

300SECTION 3-3

2-25Ø

300SECTION 4-4

2-25Ø

450 4504-20Ø 4-20Ø

2-20Ø

1040 10402-25Ø + 2-16Ø

2-25Ø2-25Ø + 2-16Ø

1400 1400

2-25Ø

21

D E FB CA

3425345045753425900900900

S1 S1 S1 S1 S1S1S1S2 S2 S2

S1900 900 900 900

1040104014001400

4575S2900

2-25Ø + 2-16Ø 2-25Ø 2-25Ø + 2-16Ø 2-25Ø + 2-16Ø 2-25Ø + 2-16Ø2-25Ø + 2-16Ø

2-25Ø2-25Ø + 2-16Ø

21

2-20Ø + 2-16Ø 2-20Ø + 2-16Ø 2-20Ø + 2-16Ø 2-20Ø + 2-16Ø

1040 10402-25Ø + 2-16Ø

2-25Ø2-25Ø + 2-16Ø

1400 1400

2-25Ø

1 2 3

4500900

S1 S1 S1S2

S1900 900 900

136012001200

3925S2

L-SECTION OF FIRST FLOOR BEAM ALONG GRID B &E. (BEAM SIZE 300X450)

2-25Ø2-25Ø + 2-20Ø 2-25Ø

4-20Ø 4-20Ø

13602-25Ø + 2-20Ø2-25Ø + 2-20Ø2-25Ø + 2-20Ø

43

43

300

1200

4-20Ø

2-25Ø + 2-20Ø

300

1200

4-20Ø

2-25Ø + 2-20Ø

1 2 3

4500900

S1 S1 S1S2

S1900 900 900

136012001200

3925S2

2-25Ø2-25Ø + 2-20Ø 2-25Ø

4-20Ø 4-20Ø

13602-25Ø + 2-20Ø2-25Ø + 2-20Ø2-25Ø + 2-20Ø

43

43

300

12002-25Ø + 2-16Ø

300

1200

4-20Ø

2-25Ø + 2-20Ø

2-20Ø + 2-16Ø 2-20Ø + 2-16Ø 2-20Ø + 2-16Ø

Project:


Scale:Date:


Drawing Title:





FIRST FLOOR BEAM DETAILSNTSMay 2016


S-13


E.E (DESIGN)

65

D E FB CA

3425345045753425900900900900900

S1 S1 S1 S1 S1 S1 S1S1S1S2 S2 S2 S2

S1900 900 900 900

104010401050105014001400

4575S2

L-SECTION OF SECOND FLOOR BEAM ALONG GRID 1 & GRID 2 (BEAM SIZE 300X450)

300SECTION 1-1

2-20Ø

900

2-20Ø 2-20Ø 2-20Ø

2-25Ø

2-16Ø300

SECTION 2-2

2-20Ø

2-25Ø

65

1 2 3

4500900

S1 S1 S1S2

S1900 900 900

136012001200

3925S2

L-SECTION OF SECOND FLOOR BEAM ALONG GRID A & F. (BEAM SIZE 300X450)

2-25Ø2-25Ø + 2-16Ø 2-25Ø

13602-25Ø + 2-16Ø2-25Ø + 2-16Ø2-25Ø + 2-16Ø

450 450

L-SECTION OF SECOND FLOOR BEAM ALONG GRID 3 (BEAM SIZE 300X450)

REFERENCES:

1. REFER DRAWING NO. S-12 FOR SECOND FLOOR BEAM LAYOUT PLAN.





2-16Ø

4-16Ø

2-16Ø

S1 = 8 @100mm c/cS2 = 8 @ 150mm c/c

L-SECTION OF SECOND FLOOR BEAM ALONG GRID C & D. (BEAM SIZE 300X450)

21

21

300SECTION 3-3

2-25Ø

300SECTION 4-4

2-25Ø

450 450

4-20Ø 4-20Ø

2-20Ø

1040 1040

2-20Ø4-20Ø

1400 1400

2-20Ø

21

D E FB CA

3425345045753425900900900

S1 S1 S1 S1 S1S1S1S2 S2 S2

S1900 900 900 900

1040104014001400

4575S2900

2-20Ø 2-20Ø

21

1040 1040

2-20Ø

1400 1400

2-20Ø

1 2 3

4500900

S1 S1 S1S2

S1900 900 900

136012001200

3925S2

L-SECTION OF SECOND FLOOR BEAM ALONG GRID B &E. (BEAM SIZE 300X450)

2-25Ø2-25Ø + 2-20Ø 2-25Ø

4-20Ø 4-20Ø

13602-25Ø + 2-20Ø2-25Ø + 2-20Ø2-25Ø + 2-20Ø

43

43

300

1200

4-20Ø

2-25Ø + 2-20Ø

300

1200

4-20Ø

2-25Ø + 2-20Ø

1 2 3

4500900

S1 S1 S1S2

S1900 900 900

136012001200

3925S2

2-25Ø2-25Ø + 2-20Ø 2-25Ø

4-20Ø 4-20Ø

13602-25Ø + 2-20Ø2-25Ø + 2-20Ø2-25Ø + 2-20Ø

43

43

300

12002-25Ø + 2-16Ø

300

1200

4-20Ø

2-25Ø + 2-20Ø

2-20Ø + 2-16Ø 2-20Ø + 2-16Ø 2-20Ø + 2-16Ø

4-20Ø4-20Ø 4-20Ø 4-20Ø 4-20Ø 4-20Ø4-20Ø

4-20Ø4-20Ø

4-20Ø4-20Ø

4-20Ø4-20Ø4-20Ø4-20Ø4-20Ø

4-20Ø

4-16Ø4-16Ø4-16Ø4-16Ø

4-16Ø 4-16Ø 4-16Ø 4-16Ø

300SECTION 5-5

300SECTION 6-6

2-20Ø

450

4-16Ø

4-16Ø

4-20Ø

Project:


Scale:Date:


Drawing Title:





SECOND FLOOR BEAM DETAILS NTSMay 2016


S-14


ENGINEER (DESIGN)

21

D E FB CA

3425345045753425900900900900900

S1 S1 S1 S1 S1 S1 S1S1S1S2 S2 S2 S2

S1900 900 900 900

104010401050105014001400

4575S2

L-SECTION OF THIRD FLOOR BEAM ALONG GRID 1 & GRID 2 (BEAM SIZE 300X450)

300SECTION 1-1

900

2-20Ø 2-20Ø 2-20Ø

2-20Ø

4-16Ø

300SECTION 2-2

2-20Ø

21

1 2 3

4500900

S1 S1 S1S2

S1900 900 900

136012001200

3925S2

L-SECTION OF THIRD FLOOR BEAM ALONG GRID A & F. (BEAM SIZE 300X450)

2-20Ø2-20Ø + 2-16Ø 2-20Ø

13602-20Ø + 2-16Ø2-20Ø + 2-16Ø2-20Ø + 2-16Ø

450 450

L-SECTION OF THIRD FLOOR BEAM ALONG GRID 3 (BEAM SIZE 300X450)

REFERENCES:

1. REFER DRAWING NO. S-12 FOR THIRD FLOOR BEAM LAYOUT PLAN.

2. REFER DRAWING NO. S- 09 FOR TYPICAL SPLICE LOCATION IN BEAMS AND BEAM STIRRUP DETAILS.




4-16Ø

2-16Ø

S1 = 8 @100mm c/cS2 = 8 @ 150mm c/c

L-SECTION OF THIRD FLOOR BEAM ALONG GRID C & D. (BEAM SIZE 300X450)

21

21

SECTION 3-3

SECTION 4-4

1040 1040

2-20Ø

1400 1400

2-20Ø

21

D E FB CA

3425345045753425900900900

S1 S1 S1 S1 S1S1S1S2 S2 S2

S1900 900 900 900

1040104014001400

4575S2900

2-20Ø 2-20Ø

21

1040 1040

2-20Ø

1400 1400

2-20Ø

1 2 3

4500900

S1 S1 S1S2

S1900 900 900

136012001200

3925S2

L-SECTION OF THIRD FLOOR BEAM ALONG GRID B &E. (BEAM SIZE 300X450)

2-20Ø 2-20Ø

4-16Ø 4-16Ø

1360

43

43

300

1200

4-16Ø

300

1200

4-16Ø

1 2 3

4500900

S1 S1 S1S2

S1900 900 900

136012001200

3925S2

2-20Ø 2-20Ø

4-16Ø 4-16Ø

13604-20Ø

43

43

300

12002-20Ø + 2-16Ø

300

1200

4-16Ø4-16Ø

4-16Ø4-16Ø4-16Ø4-16Ø

4-16Ø 4-16Ø 4-16Ø 4-16Ø

300 300

2-20Ø

4504-16Ø 4-16Ø

4-20Ø

2-20Ø + 2-16Ø2-20Ø + 2-16Ø

2-20Ø + 2-16Ø 2-20Ø + 2-16Ø 2-20Ø + 2-16Ø 2-20Ø + 2-16Ø 2-20Ø + 2-16Ø 2-20Ø + 2-16Ø

2-20Ø + 2-16Ø2-20Ø + 2-16Ø2-20Ø + 2-16Ø2-20Ø + 2-16Ø2-20Ø + 2-16Ø2-20Ø + 2-16Ø2-20Ø + 2-16Ø2-20Ø + 2-16Ø2-20Ø + 2-16Ø

2-20Ø + 2-16Ø

4-16Ø 4-16Ø

4-16Ø

4-20Ø 4-20Ø 4-20Ø4-20Ø

4-20Ø4-20Ø 4-20Ø 4-20Ø 4-20Ø

4-20Ø

450

Project:


Scale:Date:


Drawing Title:





THIRD FLOOR BEAM DETAILSNTSMay 2016


S-15


E.E (DESIGN)

REFERENCES:

1. REFER DRAWING NO. S-17FOR ROOF BEAM DETAILS.

3. REFER DRAWING NO. S-21 FOR ROOF CORNICE DETAILS.

STAIRCASE

CORNICE PROJECTION

CORNICE PROJECTION

Project:


Scale:Date:


Drawing Title:





ROOF BEAM LAYOUT PLANNTSMay 2016


S-16


E.E (DESIGN)

21

D E FB CA

3425345045753425800800800800800

S1 S1 S1 S1 S1 S1 S1S1S1S2 S2 S2 S2

S1800 800 800 800

104010401050105014001400

4575S2

L-SECTION OF ROOF BEAM ALONG GRID 1, 2 & 3 (BEAM SIZE 300X400)

300SECTION 1-1

800

2-16Ø 2-16Ø 2-16Ø

4-12Ø

300SECTION 2-2

2-16Ø

21

1 2 3

4500800

S1 S1 S1S2

S1800 800 800

136012001200

3925S2

L-SECTION OF ROOF BEAM ALONG GRID A & F. (BEAM SIZE 300X400)

2-16Ø

1360

400 400

REFERENCES:

1. REFER DRAWING NO. S-16 FOR ROOF BEAM LAYOUT PLAN.





4-12Ø

4-16Ø

S1 = 8 @100mm c/cS2 = 8 @ 150mm c/c

L-SECTION OF ROOF BEAM ALONG GRID B, C, D & E. (BEAM SIZE 300X400)

21

21

SECTION 3-3

SECTION 4-4

1040 1040

2-16Ø

1400 1400

2-16Ø

1 2 3

4500800

S1 S1 S1S2

S1800 800 800

136012001200

3925S2

2-20Ø 2-20Ø

4-16Ø 4-16Ø

1360

43

43

4-12Ø4-12Ø4-12Ø4-12Ø

300 300

2-20Ø

4004-16Ø 4-16Ø

2-16Ø

4-16Ø

4-12Ø 4-12Ø

4-12Ø400

2-20Ø + 2-16Ø 2-20Ø + 2-16Ø 2-20Ø + 2-16Ø 2-20Ø + 2-16Ø2-16Ø4-16Ø 4-16Ø 4-16Ø 4-16Ø

2-20Ø

4-16Ø4-16Ø 4-16Ø 4-16Ø 4-16Ø 4-16Ø 4-16Ø 4-16Ø 4-16Ø

Project:


Scale:Date:


Drawing Title:





ROOF BEAM DETAILSNTSMay 2016


S-17


E.E (DESIGN)

300

Be

am

D

ep

th

4-12Ø

4-12Ø

3-10Ø@75 C/C

600

2d

12

5

REFER BEAM DETAILS

4-12Ø

600

150

A

18

0

4-12Ø

3-10Ø@75 C/C

SECTION A-A

d

Project:


Scale:Date:


Drawing Title:





TYPICAL DETAILS OPENING THROUGH WEB OF BEAMNTSMay 2016


S-18


E.E (DESIGN)

Masonry Wall

c

cB

B

300300

DOOR / WINDOW OPENING

LINTEL BAND OVER OPENINGS

LINTEL BAND OVER OPENINGS

DOOR / WINDOW OPENING

SECTION C-C

250

75

2-12Ø2-12Ø

250

1-8Ø per boh

BA

3-12Ø

8Ø@150c/c3-12Ø

150150 2-12Ø

NOTE :

LINTEL BAND IS CONTINUOUS ALL AROUND

2-12Ø3-12Ø

SECTION B-B

250

125

INTERNAL

8Ø@150c/c150

SECTION A-A

BA

Project:


Scale:Date:


Drawing Title:





TYPICAL LINTEL BEAM DETAILSNTSMay 2016


S-19


E.E (DESIGN)

TYPICAL LINTEL BAND DETAIL AT CORNEROVER NON PROJECTED EXTERNAL WALL

TYPICAL LAYOUT OF VERTICAL REINFORCEMENT THROUGH PROJECTED WALLS

MASONRY WALL

DETAIL A

LINTEL BANDREINFORCEMENT

10Ø VERTICALREINFORCEMENT

450

2-12Ø

RCC COLUMNMASONRY

LINTEL BAND

10Ø VERTICALREINFORCEMENT

SECTION X-X

10Ø AS VERTICAL REINFORCEMENT

VERTICAL REINFORCEMENT

DETAIL B

X X

RCC COLUMN

DETAIL CX

X2-12Ø

TYPICAL LINTEL BAND DETAIL AT MIDDLEOVER NON PROJECTED EXTERNAL WALL

MASONRY WALL

RCC COLUMNLINTEL BANDREINFORCEMENT


RCC COLUMN

MASONRY WALL

DETAIL CDETAIL B

BAND REINFORCEMENT

VERTICAL REINFORCEMENT

TYPICAL LINTEL BAND DETAIL AT CORNEROVER PROJECTED EXTERNAL WALL

2-12Ø ( BOTH DIRECTIONS)


RCC COLUMN

TYPICAL LINTEL BAND DETAIL AT MIDDLEOVER PROJECTED EXTERNAL WALL

10Ø AS VERTICAL REINFORCEMENT

DETAIL A

1-10Ø AS VERTICAL REINFORCEMENT

Project:


Scale:Date:


Drawing Title:





TYPICAL VERTICAL REINFORCEMENT DETAILS OF PROJECTED WALLS AND LINTEL ANCHORAGENTSMay 2016


S-20


E.E (DESIGN)

FIRST FLOOR LEVEL CORNICE

C

2-12Ø THROUGHOUT

COLUMN OUTSIDE FACE

2-10Ø ( PER BOH )

2-10Ø ( PER BOH )

1ST FLOOR BEAM

SLAB REINFORCEMENT800

OF COLUMNL

CL OF COLUMN

MASONARY WALL

2-10 Ø PER BOH

2-10 Ø PER BOH

CORNICE HOLDING BEAM

ROOF BEAM

2-12Ø THROUGHOUT

(Refer roof beam details )

ROOF LEVEL CORNICE (SECTION Y-Y)

(Refer details )

EXTRA U- BARS 10Ø @ 150C/C

Roof Beam Cont.. in the cornice and bars are also cont..till phana

NOTE:1. Roof Beam at the Projected cornice level is cont..till the

phana as shown in the beam details

2. During the Construction the bars coming from Roof Beamshould be anchored nicely in the cornice to prevent the torsion.

CORNICE HOLDING BEAM DETAIL

250

200

3-12 Ø

3-12 Ø

MAIN BEAM

Y

YCORNICE

CORNICE HOLDING BEAM

COLUMN

CORNICE DETAILS (PLAN)

8Ø @ 800C/C

8Ø @ 800C/C

8Ø @ 800C/C

Project:


Scale:Date:


Drawing Title:





TYPICAL DETAILS OF CORNICENTSMay 2016


S-21


E.E (DESIGN)

REFERENCES:

1. REFER DRAWING NO. S-23, S-24, S-25 FOR SLAB DETAILS.


STAIRCASE

Project:


Scale:Date:


Drawing Title:





SLAB LAYOUT PLANNTSMay 2016


S-22


E.E (DESIGN)

NOTES:

FLOOR SLAB THICKNESS 140 MM

ROOF SLAB THICKNESS 110 MM

REFERENCES:

1. REFER DRAWING NO. S-25 FOR SLAB SECTION DETAILS.

2. REFER DRAWING NO. S-25 FOR TYPICAL ANCHORAGE OF SLAB BAR INTO BEAMS.

3. REFER DRAWING NO. S-26 & S-27 FOR STAIRCASE DETAIL.

4. REFER DRAWING NO. S-18 FOR TYPICAL DETAILS OF BEAM WITH OPENING IN THE WEB.

3425 4575 3450 4575 3425

3925

4500

STAIRCASE

10Ø @ 200MM

C/C BOTHWAYS

10Ø @ 200MM

C/C BOTHWAYS

10Ø @ 200MM

C/C BOTHWAYS

10Ø @ 200MM

C/C BOTHWAYS

10Ø @ 200MM

C/C BOTHWAYS

Project:


Scale:Date:


Drawing Title:





BOTTOM REINFORCEMENT LAYOUTNTSMay 2016


S-23


E.E (DESIGN)

REFERENCES:

1. REFER DRAWING NO. S-25 FOR SLAB SECTION DETAILS.

2. REFER DRAWING NO. S-25 FOR TYPICAL ANCHORAGE OF SLAB BAR INTO BEAMS.

3. REFER DRAWING NO. S-26 & S-27 FOR STAIRCASE DETAIL.

4. REFER DRAWING NO. S-18 FOR TYPICAL DETAILS OF BEAM WITH OPENING IN THE WEB.

NOTES:

FLOOR SLAB THICKNESS 140 MM

ROOF SLAB THICKNESS 110 MM

STAIRCASE

10Ø @ 180MM

C/C BOTHWAYS

10Ø @ 180MM

C/C BOTHWAYS

10Ø @ 180MM

C/C BOTHWAYS

10Ø @ 180MM

C/C BOTHWAYS

10Ø @ 180MM

C/C BOTHWAYS

7001030

7001030

9501400

1400

950 700

10501050

700 9501400 1400

950

1030700

1030700

9201400

1400920

10001499

10001500

34254575 3450 4575 3425

3925

4500

1200

1200

Project:


Scale:Date:


Drawing Title:





TOP REINFORCEMENT LAYOUT NTSMay 2016


S-24


E.E (DESIGN)

3425

1030 1030 1400

10Ø@180C/C 10Ø@180C/C

10Ø@180C/C 10Ø@180C/C

10Ø@200C/C10Ø@200C/C

10Ø@200C/C10Ø@200C/C

1400 1050

10Ø@180C/C

10Ø@180C/C

1050 1400

10Ø@180C/C

10Ø@180C/C

1400 1030

10Ø@180C/C

10Ø@180C/C

1030

10Ø@200C/C10Ø@200C/C

4575 3450 4575 342510Ø@200C/C

10Ø@200C/C10Ø@200C/C

10Ø@200C/C

NOTES:

1. FLOOR SLAB THICKNESS IS 140 MM

2. ROOF SLAB THICKNESS IS 110 MM

3. ADOPT SAME SECTION DETAILS FOR ALL

SLABS

REFERENCES:

1. REFER DRAWING NO. S-23 & S-24 FOR TOP

AND BOTTOM REINFORCEMENT

2. REFER DRAWING NO. S-26 & S-27 FOR

STAIRCASE DETAIL.

3. REFER DRAWING NO. S-18 FOR TYPICAL

DETAILS OF BEAM WITH OPENING IN THE WEB.

700 10Ø360 C/C950 700950700 700 950 950 700 700 10Ø360 C/C10Ø360 C/C10Ø360 C/C10Ø360 C/C

10Ø@180C/C

10Ø@180C/C

1400 1500

10Ø@180C/C

10Ø@180C/C

1500

10Ø@180C/C

10Ø@200C/C

3925 4500

1400

10Ø@200C/C10Ø@200C/C

TYPICAL DETAI OF ANCHORAGE OFSLAB REINFORCEMENT IN BEAM

920 1000 150920 10Ø360 C/C 10Ø360 C/C

BEAM

500 (MIN)SLAB

10Ø@180C/C

120010Ø@200C/C

Project:


Scale:Date:


Drawing Title:





SLAB SECTION DETAILSNTSMay 2016


S-25


E.E (DESIGN)

LANDING BEAM

FLOOR BEAM FLOOR BEAM

NOTES:STAIRCASE DETAILS IS SAME FOR ALL FLOORS EXCEPT FORGROUND FLOOR. REFER ARCHITECTURE DRAWING FORGROUND FLOOR STAIRCASE.ADOPT THE SAME DETAILS FOR ALL STAIRS

1080

1350

300

1350

T=275R=180

UP

1425

1200

18

00

13

75

22

5

3450

Project:


Scale:Date:


Drawing Title:





STAIRCASE PLANNTSMay 2016


S-26


E.E (DESIGN)

1000

1000

600

12Ø @130C/C

10Ø @200C/C

1425

1425

12Ø @130C/C

10Ø @200C/C

NOTES:TREAD 275MMRISER 180WAIST SLAB THK.= 130MM

FLOOR BEAM(Refer Beam Details)

FLOOR BEAM(Refer Beam Details)

LANDING BEAM(Refer Beam Details)

LANDING BEAM(Refer Beam Details)

DC

3450800800

S1 S1S2

10501050

DETAILS OF LANDING BEAM (BEAM SIZE 300X450)

300SECTION 1-1

4-16Ø

2-20Ø

4-16Ø

4-20Ø

400

SECTION Y-Y

SECTION X-X

La

4-20Ø 4-20Ø

La = 1000mmS1 = 8 @80mm c/cS2 = 8 @ 120mm c/c

600

12Ø @130C/C

10Ø @200C/C

2900

1

3

0

130

10Ø @200C/C

1800

Project:


Scale:Date:


Drawing Title:





STAIRCASE DETAILSNTSMay 2016


S-27


E.E (DESIGN)

NOTES:

1. ROOF TRUSS OVERHANG IS 2000 MM FROM THE OUTER FACE OF THE COLUMN.

2. ROOF ANGLE IS 15 DEGREES.

3. COLUMN SHALL CONTINUE AS PROP WHERE NECESSARY

REFERENCES:

1. REFER DRAWING NO. S-17 FOR ROOF BEAM DETAILS.

3. REFER DRAWING NO. S-21 FOR ROOF CORNICE DETAILS.

4. REFER DRAWING NO. S-29 AND S-30 FOR TRUSS EVELATION.

5. REFER DRAWING NO S-31 & S-32 FOR TRUSS CONNECTION.

6. REFER DRAWING NO. S-33 FOR PROP DETAILS.

T4

T1

T5

T3

T6

T4

T5

T3

T6

T1 T1T1 T1 T1 T1

Project:


Scale:Date:


Drawing Title:





ROOF TRUSS LAYOUT PLANNTSMay 2016


S-28


E.E (DESIGN)

T5725

764 1053

647

2303

NOTE:

1. PROP HEIGHT IS 750MM

REFERENCES:

1. REFER STR. DRG. NO. S-28 FOR TRUSS

LAYOUT PLAN

2. REFER STR. DRG. NO. S-31, S-32 &

S-33 FOR TRUSS CONNECTION DETAILS

AND PROP CONNECTION DETAILS

2125

569

14272150 1430 1142

1342959

576

6664224119611719

1718 1430 1427 2150

1749

T1

1428 1430 643

5850

T3

1514

2039

2314

1045

2150

576

T4

3145 1615 1615 1114

1514902 22142017

1849

9266

596

T61245 1245

17591542

4804910

1243

2150

576

1615

787

815

1208

Project:


Scale:Date:


Drawing Title:





TYPICAL TRUSS ELEVATIONSNTSMay 2016


S-29


E.E (DESIGN)

15°

STRUT (VERTICAL)

PURLIN

TOP CHORD/ RAFTER

BOTTOM CHORD/ TIE

STRUT (INCLINED)

MEMBERS

TRUSS MEMBER SCHEDULE

SIZE - OUTER DIA. (MM)

REFERENCES:

1. REFER DRAWING NO. S-29 FOR TRUSS ELEVATION.

2. REFER DRAWING NO. S- 28 FOR TRUSS LAYOUT PLAN.

3. REFER DRAWING NO. S-31, S-32 & S-33 FOR TRUSS CONNECTION AND

PROP CONNECTION DETAILS.

NOTES:

1. ALL DIMENSIONS ARE IN MM.

2. ALL TRUSS MEMBERS ARE OF TUBULAR STEEL OF GRADE St.35(Yst 22 GRADE).

3. ALL TRUSS CONNECTIONS TO BE MADE OF FILLET WELD OF MINIMUM 4 MM SIZE.

4. ROOF ANGLE 15 DEGREES

5. ROOF TRUSS OVER HANGING OF 2000 MM FROM THE FACE OF THE OUTER COLUMN.

A

B

D

CE

RAFTER

STRUT (INCLINED)

STRUT (VERTICAL)

BOTTOM CHORD (TIE)

PROP

60.3 mm OD(M), 5.1 KG/M

60.3 mm OD(M), 5.1 KG/M

60.3 mm OD(M), 5.1 KG/M

60.3 mm OD(M), 5.1 KG/M

60.3 mm OD(M), 5.1 KG/M @1500 C/C oras per the Sheet Length

Project:


Scale:Date:


Drawing Title:





TYPICAL TRUSS ELEVATION & MEMBER SCHEDULENTSMay 2016


S-30


E.E (DESIGN)

1. SAME TRUSS CONNECTION DETAILS SHALL BE ADOPTED IN ALL CONNECTIONS.

NOTES:

4 MM WELD

4 MM WELD

4 MM WELD

4 MM WELD

4 MM WELD

DETAIL - D

TIE/ BOTTOM CHORD

DETAIL - B

RAFTERRAFTER

STRUT (INCLINED)

VERTICAL STRUT

DETAIL - A

DETAIL - CDETAIL - E

PURLIN

G.I DRAIN SHEET

EAVES DRAIN SUPPORTINGPLANT(200x150 deep)

RAFTER10Ø HOOK BOLT

G.I SHEET (24G) ROOFING

150

9550

150

75 Rafter4

EAVES PLATE DETILS

75 75

55

25 50 50 2525

4Ø holes for tapping screwsto secure eaves gutter

STRUT (INCLINED)

VERTICAL STRUT

TIE/ BOTTOM CHORD

10Ø HOOK BOLT

STRUT (INCLINED)

TIE/ BOTTOM CHORD

VERTICAL STRUT

RAFTER

VERTICAL STRUT

STRUT (INCLINED)

1. REFER DRG. NO. S-30 FOR TRUSS LAYOUT PLAN2. REFER DRG. NO. S-31 & S-32 FOR TRUSS ELEVATION3. REFER DRG. NO. S-35 FOR PROP DETAILS

REFERENCES:

4 MM WELD

TIE/ BOTTOM CHORD

DETAIL - B

VERTICAL STRUT

Project:


Scale:Date:


Drawing Title:





TRUSS CONNECTION DETAILS (a)NTSMay 2016


S-31


E.E (DESIGN)

4 MM WELD

4 MM WELD

RAFTER

24G G.I SHEET

35 80 35

3090

30

150

150

BASE PLATETRUSS HOLDING

4-20Ø, 75MM LONG

PURLIN-RAFTER

(TOP VIEW)CONNECTION DETAILS

RAFTER

50x50x3mm washersMS 12Ø bolts with

welded to both purlin ends8mm MS steel plate

8mm MS steel plate welded to steel tubular rafter

welded to both purlin ends8mm MS steel plate

PURLIN-GI SHEET CONNECTION DETAILS

1002525

PURLIN-RAFTER(Side view)

RAFTER

STRUT

welded to the rafter8mm MS steel plate

PURLIN

PURLIN

150x150x10MM BASE PLATE

RCC PROP

4-20Ø, 300MM LONG

TRUSS HOLDING DETAILS

8Ø@75c/c

HIGH DENSITYNUTS & BOLTS

J-HOOK WITHBITUMEN FELT WASHER

VERTICAL STRUT

VERTICAL STRUT

TIE/ BOTTOM CHORD


1. SAME TRUSS CONNECTION DETAILS SHALL BE ADOPTED IN ALL CONNECTIONS.

NOTES:

1. REFER DRG. NO. S-30 FOR TRUSS LAYOUT PLAN2. REFER DRG. NO. S-31 & S-32 FOR TRUSS ELEVATION3. REFER DRG. NO. S-35 FOR PROP DETAILS

REFERENCES:

4 MM WELD

Project:


Scale:Date:


Drawing Title:





TRUSS CONNECTION DETAILS (b)NTSMay 2016


S-32


E.E (DESIGN)

150x150x10MM BASE PLATE

RCC PROP

4-20Ø, 300MM LONG

TRUSS HOLDING DETAILS

8Ø@75c/c

VERTICAL STRUT

TIE/ BOTTOM CHORD


4 MM WELD

PROP DETAILS

8Ø@75c/c

ROOF BEAM

A A

500 500

750

4-16Ø

250

250

NOTE:

1. SAME PROP DETAILS SHALL BE ADOPTED FOR ALL PROPS

REFERENCE

1. REFER DRG. NO. S-30 FOR TRUSS LAYOUT PLAN2. REFER DRG. NO. S-33, S-34 & S-35 FOR TRUSS CONNECTION DETAILS AND PROP CONNECTION DETAILS

Project:


Scale:Date:


Drawing Title:





PROP DETAILSNTSMay 2016


S-33


E.E (DESIGN)

850

600

1396

75

75

775

300

KITCHEN WORK TOP DETAIL

1700

8Ø@120MM C/C BOTHWAYS

315

8Ø @ 120MM

C/C BOTHWAYS

KITCHEN SLAB BOTTOM REINFORCEMENT PLAN

8Ø@120MM C/C BOTHWAYS

880

600

200

7520

0

75 A

DETAIL A

SINK

2-8Ø

2-8Ø

KITCHEN

SINK

NOTES:

1. KITCHEN SLAB IS 75MM THICK

2. COVER TO KITCHEN SLAB IS 15MM

Project:


Scale:Date:


Drawing Title:





KITCHEN SLAB REINFORCEMENT DETAILSNTSMay 2016


S-34


E.E (DESIGN)

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