structural drawings - ricb.bt drawing deki lane.pdf · drg. no. drawing title date of issue str/01...

STRUCTURAL DRAWINGS

DESIGN OF G+5 MIXED-USE BUILDING OF RICBL AT DEKI LANE,PHUENTSHOLING.

PLOT NO. PGT-2405THRAM NO. 2035

LIST OF STRUCTURAL DRAWINGS FOR THE PROPOSED CONSTRUCTION OF MIXED-USE BUILIDING ATDEKILANE, PHUENTSHOLING

DRAWING TITLEDRG. NO. DATE OF ISSUE

STR/01STR/02

List of Structural Drawings for Basement G+4 Office Building for Bhutan Post, GelephuGeneral Notes on Structural DrawingsGeneral Notes on Structural DrawingsFooting Layout Plan

Typical Splice location and details in column

STR/13

STR/21

STR/23STR/24STR/25

STR/28STR/29

Beam - Column Junction Details

STR/22

STR/26STR/27

Typical Splice location and splices in beam

STR/55STR/56

STR/54

STR/61STR/60

Vertical reinforcement in project wall and lintel anchorage.Lintel Band Details.

Column Details

STR/19

STR/30

STR/48

STR/52STR/53

DECEMBER, 2017

STR/20

First Floor Beam Details (b)Second Floor Beam Layout Plan

Typical opening details in slab/near beams.

STR/11

STR/15STR/16

STR/18

DECEMBER, 2017

DECEMBER, 2017

DECEMBER, 2017

DECEMBER, 2017

DECEMBER, 2017

DECEMBER, 2017

DECEMBER, 2017

DECEMBER, 2017

DECEMBER, 2017DECEMBER, 2017


DECEMBER, 2017


DECEMBER, 2017

DECEMBER, 2017


DECEMBER, 2017

DECEMBER, 2017

DECEMBER, 2017

DECEMBER, 2017


DECEMBER, 2017

STR/14

DECEMBER, 2017

STR/57

STR/00STR/00

Main Roof Truss layout plan

STR/03

DECEMBER, 2017STR/04


DECEMBER, 2017

STR/10


DECEMBER, 2017

STR/51DECEMBER, 2017

DECEMBER, 2017

DECEMBER, 2017

Cornice Details.

STR/58STR/59

Staircase PlanStaircase Details

DECEMBER, 2017

DECEMBER, 2017

DECEMBER, 2017Column Layout Plan

Ground Floor Beam Layout Plan

First Floor Beam layout plan.

Ground Floor Beam Details (a)

STR/17

DECEMBER, 2017

STR/31

DECEMBER, 2017

STR/32

DECEMBER, 2017

STR/33

DECEMBER, 2017

Third Floor Beam Layout Plan

STR/34



DECEMBER, 2017

STR/37


DECEMBER, 2017

Fourth Floor Beam Layout Plan

STR/39


DECEMBER, 2017

STR/41

DECEMBER, 2017

STR/42



DECEMBER, 2017STR/45STR/46

DECEMBER, 2017STR/47DECEMBER, 2017

Lift Layout plan & its reinforcement planSTR/05

DECEMBER, 2017

Lift Section DetailsSTR/06

DECEMBER, 2017

Main Roof Truss Purlin layout planJamthog Roof Truss layout planJamthog Roof Truss Purlin layout plan Roof Truss Elevation

Roof Truss connection details (a) Roof Truss connection details (b) Roof Truss Prop Details

STR/08

DECEMBER, 2017

Kachen Details

STR/09

DECEMBER, 2017

DECEMBER, 2017

STR/49 DECEMBER, 2017

STR/50 DECEMBER, 2017

First/Second/Third Floor Slab Layout plan.First/Second/Third Floor Slab Bottom Reinforcement plan.First/Second/Third Floor Slab Top Reinforcement plan.

Footing Details

Fifth Floor Beam Layout Plan

Roof Beam Layout Plan

Ground Floor Beam Details (b)

First Floor Beam Details (a)

SecondFloor Beam Details (b)SecondFloor Beam Details (a)

ThirdFloor Beam Details (b)ThirdFloor Beam Details (a)

FourthFloor Beam Details (b)FourthFloor Beam Details (a)

FifthFloor Beam Details (b)FifthFloor Beam Details (a)

RoofFloor Beam Details (b)RoofFloor Beam Details (a)

Jamthog Beam Layout PlanJamthog Beam Details

First/Second/Third Floor Slab Section DetailsFourth Floor Slab Layout plan.Fourth Floor Slab Bottom Reinforcement plan.Fourth Floor Slab Top Reinforcement plan.Fourth Floor Slab Section DetailsFifth/Roof Floor Slab Layout plan.Fifth/Roof Floor Slab Bottom Reinforcement plan.

Fifth/Roof Floor Slab Layout plan.Fifth/Roof Floor Slab Bottom Reinforcement plan.

Roof Truss member schedule (Main Roof) Roof Truss member schedule (Jamthog Roof)

DECEMBER, 2017

G+5 RICBL COMMERCIAL BUILDING,DEKILANE, PHUENSTHOLING

NAME OF THE DRAWING:-

AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)

NOTE:- REVISION DATE:- CONTENT:-

STR/00

National Housing Development Corporation Ltd.

Design & Planning Services

PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL

DESIGNED & DRAWN BY:-

TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text

-ALL DIMENSIONS IN MILLIMETERS. -DO NOT MEASURE FROM THIS DRAWING. -REPORT ANY DISCREPANCIES TO THE DESIGNGER.

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 IS 875 : 1987( Part 1 to 3) CODE OF PRACTICE FOR DESIGN LOADS( OTHER THAN EARTHQUAKE) FOR BUILDINGS AND STRUCTURES. IS 120353 (Part 1) : 2002 CRITERIA FOR EARTHQUAKE RESISTANT DESIGN OF STRUCTURES.

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 ENGINEER.

13. THE OWNNER SHALL FAMILIARIZE THEMSELVES WITH THE DRAWINGS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE 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 ENGINEER.

B. FOUNDATION

1. FOOTINGS ARE DESIGNED FOR AN ALLOWABLE BEARING CAPACITY OF 150KPA. 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 150 KPA.

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 2000MM 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 200MM 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.

12. NECESSARY PRECAUTION SHALL BE TAKEN WHILE EXCAVATING THE FOUNDATION NEAR BY THE DRAIN.

C. LOADING

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

1.1 DEAD LOADS: UNIT WEIGHT OF WALL 23 KN/M3 (CEMENT CONCRETE BLOCK) UNIT WEIGHT OF RCC 25 KN/M3 UNIT WEIGHT OF PCC 24 KN/M3

1.2 SUPERIMPOSED LOADS(LIVE LOADS): LIVE LOAD FOR FLOORS 3 N/MM2 (Load on commercial building) LIVE LOAD FOR STAIRCASE 3.5 N/MM2 LIVE LOAD FOR ROOF 0.75 N/MM2 (not accessible)

1.3 WIND LOAD: BASIC WIND SPEED (ASSUMED) 47 M/S BUILDING CLASS A TERRAIN CATEGORY III

1.4 EARTHQUAKE DESIGN DATA SEISMIC ZONE V BASIC SEISMIC FORCE RESISTING SYSTEM SPECIAL MOMENT RESISTING FRAME ANALYSIS PROCEDURE EQUVALENT LATERAL FORCE PROCEDURE

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(1:1.5:3) 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.



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/00



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


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.( If available use the Bhutanese Timber Code)

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

3. ALL STRUCTURAL TIMBER SHALL HAVE A MINIMUM ALLOWABLE BENDING STRESS, Fb, OF 7MPA, A MINIMUM ALLOWABLE HORIZONTAL SHEAR STRESS, Fv, OF 0.6MPA, A MINIMUM MODULUS OF ELASTICITY, E, OF 9800MPA, AND MAXIMUM UNIT WEIGHT OF 5.75 KN/M3.

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.



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/00



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


A B C D E F G

1

2

3

C1

C1

C1

C1

C2

C2

C2

C3

C3

C3

C3

C4

C4 C4

C4

C5 C5

C6 C6 C2

3000

3000

3300

3300

7050

3200

7400

3400

3500

3500

3400

3400

3000

3000

3300

3300

F1

F2

F1

F2

F2

F2 F4 F3

F3

F4

F5

F6

CF1

CF2

CF1

NOTES:

1. GROUND LEVEL REFERS TO THE LEVELLED GROUND AFTER HAVING REMOVED ALL THE TOP ORGANIC SOIL.2. THE MINIMUM DEPTH OF FOUNDATION SHALL BE 2000MM FROM THE GROUND LEVEL.3. BACK FILL SHALL BE FULLY COMPACTED BEFORE PLACING GROUND FLOOR CONCRETE.4. PROPER ANCHORAGE OF BEAM BARS IN EXTERIOR COLUMN SHALL BE PROVIDED AS DETAILED IN DRAWING NO. STR/15.5. IN ORDER TO ACHIEVE PROPER ANCHORAGE OF BEAM BARS INTO EXTERIOR COLUMNS, ALL EXTERIOR COLUMN SHALL BE CASTONLY UP TO 3/4 OF THEIR HEIGHT BEFORE LAYING BEAM REINFORCEMENT IN UPPER FLOOR.

REFERENCE:

1. REFER DRG. NO. STR/02 FOR COLUMN LAYOUT PLAN.2. REFER DRG. NO. STR/03 FOR FOOTING & WALL FOUNDATION DETAILS.3. REFER DRG. NO. STR/06 FOR COLUMN DETAILS4. REFER DRG. NO. STR/08 FOR COLUMN SPLICE DETAILS.5. REFER DRG. NO. STR/09 FOR BEAM SPLICE DETAILS6. REFER DRG. NO. STR/10 FOR BEAM- COLUMN JUNCTION DETAILS.

FOOTING LAYOUT PLAN

5525 5125 650 3250 5525 5525

3750

3750



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/01



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


5525 5125 650 3250 5525 552537

5037

50

A B C D E F G

1

2

3

7500

25600

C1

C1

C1

C1

C2

C2

C2

C3

C3

C3

C3

C4

C4 C4

C4

C5 C5

C6 C6

NOTES:


REFERENCE:

1. REFER DRG. NO. STR/01 FOR FOOTING LAYOUT PLAN2. REFER DRG. NO. STR/03 FOR FOOTING & WALL FOUNDATION DETAILS.3. REFER DRG. NO. STR/04 & 05 FOR SHEAR WALL DETAILS.4. REFER DRG. NO. STR/08 FOR COLUMN DETAILS5. REFER DRG. NO. STR/09 FOR COLUMN SPLICE DETAILS.6. REFER DRG. NO. STR/10 FOR BEAM SPLICE DETAILS7. REFER DRG. NO. STR/11 FOR BEAM- COLUMN JUNCTION DETAILS.

C2 C2

COLUMN LAYOUT PLAN



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/02



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


3300 7503300F23000

FOOTINGMARK L

F1

D

650

B

3000

FOOTING SIZE

12Ø@120 c/c 12Ø@120c/c

BOTTOM REBARIN L-DIRECTION

12Ø@150 c/c

FOOTING SCHEDULE

BOTTOM REBARIN B-DIRECTION

12Ø@150 c/c

TOP REBAR INBOTH DIRECTION

12Ø@180 c/c

B

TYPICAL FOOTING PLAN

A

L

AL

a = L + 10Ø

L

LBEAM IN THE ORTHOGONAL

DIRECTION

50

TYPICAL FOOTING ELEVATION(SECTION A-A)

2000 MIN75mm side cover

D

BOTTOM REBAR(SEE TABLE BELOW)

200 MM STONE SOLING

100 MM CONCRETE(1:2:4),20mm agg.

COLUMN BARS (REFER DETAILS)GROUND FLOOR BEAM (ReferDetails)

RL ± 0.000 M

12Ø@180 c/c

GROUND FLOOR LEVEL

50mm MIN

3000 7003000 12Ø@140 c/c 12Ø@140c/c 12Ø@180 c/cF3

3400 8003400 12Ø@120 c/c 12Ø@120c/c 12Ø@170 c/cF4

2000

FOUNDATION FOR EXTERNAL WALLBELOW BASEMENT/PLINTH BEAM

RL +0.45 M

800700

600

100 MM THICK PCC(1:3:6)

50MM THK PCC PAD

RRM IN CM (1:4)

50 MM THICK PCC (1:3:6)150 MM THICK STONE SOLINGWELL-COMPACTED EARTH

100 PCC SLAB(1:2:4)

150 MM THICK STONESOLING

FOUNDATION FOR INTERNAL WALL BELOWBASEMENT/PLINTH BEAM AND PARTITION

WALL

450

PLINTH BEAM

800600

BRICK WALL

2000

NOTES:SAME WALL FOUNDATION DETAILS SHALL BE ADOPTED FOR ALL WALLS..

NOTES:

1. GROUND LEVEL REFERS TO THE LEVELLED GROUND AFTER HAVING REMOVED ALL THE TOP ORGANIC SOIL.2. THE MINIMUM DEPTH OF FOUNDATION SHALL BE 2000MM FROM THE GROUND LEVEL3. BACK FILL SHALL BE FULLY COMPACTED BEFORE PLACING GROUND FLOOR CONCRETE.4. PROPER ANCHORAGE OF BEAM BARS IN EXTERIOR COLUMN SHALL BE PROVIDED AS DETAILED IN DRAWING NO. STR/085. IN ORDER TO ACHIEVE PROPER ANCHORAGE OF BEAM BARS INTO EXTERIOR COLUMNS, ALL EXTERIOR COLUMN SHALL BE CAST ONLY UP TO 3/4 OF THEIR HEIGHT BEFORE LAYING BEAM REINFORCEMENT IN UPPER FLOOR.

REBARSIZE

DEVELOPMENTLENGTH, Ldt

16Ø

12Ø

20Ø

25Ø

700

950

1150

1450

FOOTING & WALL FOUNDATION DETAILS

3400 8003400 12Ø@160 c/cF5

3500 8003500 12Ø@100 c/c 12Ø@100c/c 12Ø@160 c/cF6

12Ø@120 c/c 12Ø@120c/c

3200 6507050 12Ø@100 c/c 12Ø@100c/c 12Ø@160 c/cCF1

FOOTINGMARK L DB

FOOTING SIZE BOTTOM REBARIN L-DIRECTION

FOOTING SCHEDULE



12Ø@180 c/c3200 6507050 12Ø@140 c/c 12Ø@120c/cCF1RHS LHS

16Ø@140 c/c12Ø@180 c/c3200 6507050 12Ø@140 c/c 12Ø@120c/cCF2 16Ø@140 c/c

C OF COLUMN/FOOTING

C OF COLUMN/

FOOTING

PROVIDE EXTRA COVER TOCOLUMN BELOW GROUND

TOP REBAR (SEE TABLEBELOW)

RL -2.000 M7 5MM PROJECTION

RL +0.45 M

100 MM THICK PCC(1:3:6)150 MM THICK STONESOLING

50MM THK PCC PAD

RRM IN CM (1:4)


100 PCC SLAB(1:2:4)PLINTH BEAMBRICK WALL

RL ± 0.000 M

d



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/03



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


3300 7503300F23000

FOOTINGMARK L

F1

D

650

B

3000

FOOTING SIZE

12Ø@120 c/c 12Ø@120c/c

BOTTOM REBARIN L-DIRECTION

12Ø@150 c/c

FOOTING SCHEDULE


12Ø@150 c/c


12Ø@180 c/c

B

TYPICAL FOOTING PLAN

A

L

AL

a = L + 10Ø

L

LBEAM IN THE ORTHOGONAL

DIRECTION

50

TYPICAL FOOTING ELEVATION(SECTION A-A)

2000 MIN75mm side cover

D

BOTTOM REBAR(SEE TABLE BELOW)

200 MM STONE SOLING

100 MM CONCRETE(1:2:4),20mm agg.

COLUMN BARS (REFER DETAILS)GROUND FLOOR BEAM (ReferDetails)

RL ± 0.000 M

12Ø@180 c/c

GROUND FLOOR LEVEL

50mm MIN

3000 7003000 12Ø@140 c/c 12Ø@140c/c 12Ø@180 c/cF3

3400 8003400 12Ø@120 c/c 12Ø@120c/c 12Ø@170 c/cF4

2000

FOUNDATION FOR EXTERNAL WALLBELOW BASEMENT/PLINTH BEAM

RL +0.45 M

800700

600

100 MM THICK PCC(1:3:6)

50MM THK PCC PAD

RRM IN CM (1:4)


100 PCC SLAB(1:2:4)

150 MM THICK STONESOLING

FOUNDATION FOR INTERNAL WALL BELOWBASEMENT/PLINTH BEAM AND PARTITION

WALL

450

PLINTH BEAM

800600

BRICK WALL

2000

NOTES:SAME WALL FOUNDATION DETAILS SHALL BE ADOPTED FOR ALL WALLS..

NOTES:

1. GROUND LEVEL REFERS TO THE LEVELLED GROUND AFTER HAVING REMOVED ALL THE TOP ORGANIC SOIL.2. THE MINIMUM DEPTH OF FOUNDATION SHALL BE 2000MM FROM THE GROUND LEVEL3. BACK FILL SHALL BE FULLY COMPACTED BEFORE PLACING GROUND FLOOR CONCRETE.4. PROPER ANCHORAGE OF BEAM BARS IN EXTERIOR COLUMN SHALL BE PROVIDED AS DETAILED IN DRAWING NO. STR/085. IN ORDER TO ACHIEVE PROPER ANCHORAGE OF BEAM BARS INTO EXTERIOR COLUMNS, ALL EXTERIOR COLUMN SHALL BE CAST ONLY UP TO 3/4 OF THEIR HEIGHT BEFORE LAYING BEAM REINFORCEMENT IN UPPER FLOOR.

REBARSIZE

DEVELOPMENTLENGTH, Ldt

16Ø

12Ø

20Ø

25Ø

700

950

1150

1450

FOOTING & WALL FOUNDATION DETAILS

3400 8003400 12Ø@160 c/cF5

3500 8003500 12Ø@100 c/c 12Ø@100c/c 12Ø@160 c/cF6

12Ø@120 c/c 12Ø@120c/c

3200 6507050 12Ø@100 c/c 12Ø@100c/c 12Ø@160 c/cCF1

FOOTINGMARK L DB

FOOTING SIZE BOTTOM REBARIN L-DIRECTION

FOOTING SCHEDULE



12Ø@180 c/c3200 6507050 12Ø@140 c/c 12Ø@120c/cCF1RHS LHS

16Ø@140 c/c12Ø@180 c/c3200 6507050 12Ø@140 c/c 12Ø@120c/cCF2 16Ø@140 c/c

C OF COLUMN/FOOTING

C OF COLUMN/

FOOTING

PROVIDE EXTRA COVER TOCOLUMN BELOW GROUND

TOP REBAR (SEE TABLEBELOW)

RL -2.000 M7 5MM PROJECTION

RL +0.45 M

100 MM THICK PCC(1:3:6)150 MM THICK STONESOLING

50MM THK PCC PAD

RRM IN CM (1:4)


100 PCC SLAB(1:2:4)PLINTH BEAMBRICK WALL

RL ± 0.000 M

d



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/04



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


LIFT LAYOUT PLAN

3750

E5525

LIFT

1700

1400

A

2200

1900

SECTION B-B

SECTION C-C

1700

1400

250

12Ø@120c/c (Vertical bars)

10Ø@ 150 c/c

8Ø@ 100 c/c

1700 1400

250

12Ø@120c/c (Vertical bars)

10Ø@ 150 c/c

LIFT FOOTING REINFORCEMENT PLAN

AA

500

500

500 500

500

500500

500

500

F

2

3

12Ø@150c/c (Bothways)

A

SECTION A-A

150 mm stone soling100 mm PCC 40mm 1:2:4

ELEVATOR CAR

C OF

CAR

GUI

DE

GROUND FLOOR

TOP FLOOR

12Ø@120c/c (B/F)

10Ø@150c/c (B/F)

200 mm Slab

12Ø@150c/c (Bothways)

FIXING DETAILS TO BEFOLLOWED FROM LIFT SUPPLIER/

MANUFACTURER'S DRAWINGS

MACHINE ROOM

L

1800

B B

C C

MACHINE DRIVE

250

Car Buffer

Landing Door

Counter Weight Buffer

Car Guide Rail

Landing Door

Landing Door

GL GL



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/05



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


REFERENCES:

1. REFER DRG. NO. STR/01 FOR FOOTING LAYOUTPLAN.3. REFER DRG. NO. STR/10 FOR BEAM- COLUMN JUNCTION DETAILS.4. REFER DRG. NO. STR/08 FOR COLUMN SPLICE DETAILS.5. REFER DRG. NO. STR/70 TO 74 FOR STAIRCASE DETAILS.

TIES AT S1, SPLICESBELOW PLINTH LEVEL

10Ø @ 75C/C

10Ø @ 75C/C

MAIN BARTYPE SIZE

500x500

C2

C1

TIES AT S2

10Ø @ 150C/C

10Ø @ 150C/C

10Ø @ 75C/CC3 10Ø @ 150C/C

10Ø @ 75C/CC4 10Ø @ 150C/C8-25Ø+4-16Ø

4-25Ø+4-20Ø

4-25Ø+4-20Ø

10Ø @ 75C/CC5 10Ø @ 150C/C8-25Ø+4-20Ø

10Ø @ 75C/C550x550C6 10Ø @ 150C/C12-25Ø

4-25Ø+8-20Ø

500

C1

500

4-25Ø

4-20Ø

ties 10Ø

C3

ties 10Ø

C4

4-25Ø

4-25Ø

4-16Ø

ties 10Ø

C5

4-25Ø

4-20Ø

4-25Ø

COLUMN SCHEDULE & DETAILS

2000

3500

3500

Special confiningzone

Ld

650

650

650

650

S1S2

S1S2

Non splicing zone

650

650

650

BASEMENT LEVEL

GROUND FLOOR LEVEL

S1


S1 S165

0

FIRST FLOOR LEVEL650

650

ROOF LEVEL

S1S1

650

S2

Ld

Splicng

3500

S1

650

Non splicing zone



S1



Specialconfining zoneSpecial

confining zone

Specialconfining zone


Splicng


650

650

GL GL 57Ø

57Ø

57Ø

57Ø

SECOND FLOOR LEVEL

S1S2

FOUNDATION TIE LEVEL

NOTES:

1. ALL SPLICES TO BE PROVIDED NEAR THE MIDDLE OF COLUMN.2. NOT MORE THAN 50% OF COLUMN BARS SHALL BE SPLICED AT ONE SECTION.3. SPLICING OF COLUMN BARS AT GROUND FLOOR IS NOT PERMITTED.4. COLUMN DETAILS IS SAME UP TO ROOF LEVEL.5. ***CLOSER TIE SPACING OF 75 MM C/C SHALL BE PROVIDED THROUGHOUT FOR COLUMNS SUPPORTING STAIRCASE.6. ***TIE SPACING OF 75 MM C/C SHALL BE PROVIDED UP TO GROUND FLOOR LEVEL IN ALL COLUMNS.7. COLUMN C7 & C8 WILL TERMINATE A LOWER GROUND FLOOR LEVEL.8. COLUMN C9 WILL TERMINATE AT FIRST FLOOR LEVEL.9. COLUMN SHALL CONTINUE AS PROP WHERE NECESSARY.10. ALL THE COLUMN TIES SHALL BE 10Ø UNLESS STATED OTHERWISE.11. SAME TIE AND SPLICING DETAILS SHALL BE ADOPTED IN ALL COLUMNS.12. Ld (57Ø) 16Ø =950 MM 20Ø =1150 MM 25Ø =1450 MM

ties 10Ø

C2

4-25Ø

4-20Ø

4-20Ø

C6

500x500

500x500

500x500

500x500

500

500

4-25Ø

4-20Ø

ties 10Ø

500

500

500

500

500

500

ties 10Ø

4-25Ø

4-25Ø

4-25Ø

550

550

900

900

900

900

900

900

900

900

900

900

900

900

COLUMN SCHEDULE



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/06



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


800

3-12Ø

3-12Ø

3-12Ø

10@75c/c Throughout the Kachen Height (Refer Str/06)

800

DRAWING

AS PER ARCHITECTURAL

ZHU FACED SHALL BE

8Ø@75c/c THROUGHOUT KACHEN HEIGHT

800

3-12Ø

800

800

3-12Ø

ZHU

DETAILS IN END KACHEN DETAILS IN MIDDLE KACHEN.

BEAM REINFORCEMENT(Refer beam details)

A

A

A

A

A

A

SECTION A-A3-12Ø

2-LEGGED 8Ø@150c/c. 2-LEGGED 8Ø@150c/c.2-LEGGED 8Ø@150c/c.

BEAMBEAM

DETAILS OF KACHEN

Zhu Shall be as perArchitectural Drawings



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/07



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


COLUMN SPLICE DETAILS

2000

3500

3500


Ld

650

650

650

650

S1S2

S1S2

Non splicing zone

650

650

650

BASEMENT LEVEL

GROUND FLOOR LEVEL

S1


650

FIRST FLOOR LEVEL650

650

ROOF LEVEL

S1S1

650

S2

Ld

Splicng

3500

S1

650

Non splicing zone





Specialconfining zoneSpecial

confining zone



Splicng


650

650

GL GL 57Ø

57Ø

57Ø

57Ø

SECOND FLOOR LEVEL

S1S2

FOUNDATION TIE LEVEL

100

135°>300

40MM COVER(MIN.)100

COLUMN FACE

COVER>47xØ

SPLICES WITH OFFSETCRANKED BARS IN COLUMN TYPICAL COLUMN DETAIL

BEND RADIUS, 4Ø

r

Rebar sizeDevelopment

length,LdAnchoragement

length,La

700

16Ø

12Ø

20Ø

25Ø

950

1150

1450

850

1100

1350

1700

Bend Radius, r 4Ø

57010Ø 670

48

64

80

100

40

NOTES:

1. ALL SPLICES TO BE PROVIDED NEAR THE MIDDLE OF COLUMN.

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

3. SPLICING OF COLUMN BARS AT BASEMENT AND GROUND FLOOR IS NOT PERMITTED.

4. COLUMN DETAILS IS SAME UP TO ROOF LEVEL.

5. CLOSER SPACING OF TIES OF 75 MM C/C SHOULD BE PROVIDED THROUGH OUT THE COLUMN SUPPORTING STAIRCASE.

6. TIES SPACING OF 75 MM C/C SHOULD BE PROVIDED IN ALL COLUMNS UP TO GROUND FLOOR.

7. COLUMN SHOULD CONTINUE TILL TIE BEAM SUPPORTING TRUSSES AND BEAMS.

8. IN ORDER TO ACHIEVE PROPER ANCHORAGE OF BEAM BARS INTO EXTERIOR COLUMNS, ALL EXTERIOR COLUMN SHALL BE CAST ONLY UP TO 3/4 OF THEIR HEIGHT BEFORE LAYOUT BEAM REINFORCEMENT IN UPPER FLOORS.

EXTERIORBEAM-COLUMNCONNECTION(REFER DETAIL ONDWG NO. STR/13)

INTERIORBEAM-COLUMNCONNECTION(REFERDETAILSIN STR/13)

900

900

S190

090

0

S190

090

0

S190

090

0

S190

090

0

S190

090

0



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/08



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


1. SPLICING OF BOTTOM BEAM BARS SHAL BE PROVIDED 2D AWAY FROM THE FACE OF THE COLUMN2. SPLICING OF OF TOP BEAM BARS SHALL BE AT MID SPAN ( L/2)3. NOT MORE THAN 50% OF BEAM BARS SHALL BE SPLICED AT ONE SECTION4. STIRRUPS SPACING AT SPLICES SHALL BE 8Ø @ 75C/C5. SPLICING LENGTH SHALL NOT BE LESS THAN DEVELOPMENT LENGTH, Ld

L/2

2D 2D

2D 2D

2DL/2

Ld2D

Ld

Ld

L

2D 2D2D

TYPICAL ARRANGEMENT OF STIRRUPS & SPLICES IN BEAMS

Ld NOTES :

Bottom rebar

Top rebar

C/S, DETAILS AT END

b

D

Bottom rebar

Top rebar

C/S, DETAILS AT MID

b

D

10Ø

Hoops with135° bend

Where,Ø=stirrupdiameter

135°

BEAM STIRRUP DETAILS

Top splice, Ld

Bottom splice, LdBottom splice zone not withindistance of 2d from joint face& quater length of beam member.

Top splice zone near orat mid span of member

Bottom reba

Top reba

BEAM SPLICING DETAIL

D

D

D

S/2Where S is the spacing ofslab rebar



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/09



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text

r

AutoCAD SHX Text

r

AutoCAD SHX Text


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

57Ø

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

COLUMN REINFORCEMENT

BEAM

COLUMN

50 MM (MAX)

BEAM STIRRUPS

PRIMARY-SECONDARYBEAM JUNCTION DETAILS

BEAM -COLUMN JUNCTION DETAILS

SECONDARY BEAM

PRIMARY BEAM



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/10



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


5525 5125 650 3250 5525 5525

3750

3750

A B C D E F G

1

2

3

7500

25600

NOTES:


PLINTH BEAM LAYOUT PLAN

Extra PCC(3

00 X

400)

(300

X 40

0)

(300 X 400)

(300 X 400)

(300

X 40

0)

(300

X 40

0)

(300 X 400)

(300 X 400)

(300

X 40

0)

(300

X 40

0)(300 X 400)

(300 X 400)

(300

X 40

0)

(300

X 40

0)

(300 X 400)

(300 X 400)

(300 X 450)

(300

X 45

0)

(300 X 450)

(300

X 45

0)

(300 X 450)

(300

X 45

0)

(300 X 450)

(300

X 45

0)

(300 X 450)

(300

X 45

0)

(300 X 450)

(300

X 45

0)

(300 X 450)

(300

X 45

0)

(300 X 450)

(300

X 45

0)

(300 X 450)

(300

X 45

0)

(300 X 450)

(300

X 45

0)

(300 X 450)

(300

X 45

0)

(300 X 450)

(300

X 45

0)

UP

REFERENCE:




AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/11



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


B

S1

L-SECTION OF PLINTH BEAM ALONG GRID 1 (300x400)

1550

S1

C

5125

S2

FE

3250 5525

1550

100

G

5525

A

5525

1670 1670

S1

2-25Ø+2-20Ø2-25Ø

S2

D

800 800 800800S1S1

S2S1S1

S2900 900900 900

1670 1670 1670 1670


2-25Ø+2-20Ø

2-20Ø+2-16Ø

2-25Ø+2-20Ø2-25Ø

2-25Ø+2-20Ø

2-25Ø+2-16Ø

2-25Ø+2-20Ø2-25Ø

2-25Ø+2-20Ø

2-25Ø+2-16Ø

2-25Ø+2-20Ø2-25Ø

2-25Ø+2-20Ø

2-20Ø+2-16Ø

B

S1

3

3

4

4


1550

S1

C

S1

5125

S2

3250 5525

1550 1000

900S2100 5525

A

5525

1670 1670

S1

4-20Ø2-20Ø

S2800 800 800800

1000

900S1 S1S1

S2S1S1

S2900 900900 900

1670 1670 1670 1670


4-20Ø

2-25Ø+2-20Ø2-25Ø

2-25Ø+2-20Ø 2-25Ø+2-20Ø2-25Ø

2-25Ø+2-20Ø

2-25Ø+2-16Ø

2-25Ø+2-20Ø 2-25Ø+2-20Ø2-25Ø

1

1

2

2

4-20Ø

S1

S1

5

5

6

6

4-20Ø2-20Ø

4-20Ø

4-20Ø

2-25Ø+2-16Ø 2-25Ø+2-16Ø

B

S1


1550

S1

C

S1

5125

S2

3250 5525

1550 1000

900S2100 5525

A

5525

1670 1670

S1

2-25Ø+2-20Ø2-25Ø

S2800 800 800800

1000

900S1 S1S1

S2S1S1

S2900 900900 900

1670 1670 1670 1670


2-25Ø+2-20Ø

2-20Ø+2-16Ø

2-25Ø+2-20Ø2-25Ø

2-25Ø+2-20Ø 2-25Ø+2-20Ø2-25Ø

2-25Ø+2-20Ø2-25Ø+2-20Ø2-25Ø

2-25Ø+2-20Ø

2-20Ø+2-16Ø

2-25Ø+2-20Ø 2-25Ø+2-20Ø2-25Ø

1

1

2

2

S1

FE GD

FE GD

400

SECTION 2-2300

SECTION 1-1

2-20ØPCC

2-20Ø

SECTION 4-4SECTION 3-3

2-25Ø+2-16Ø 2-25Ø+2-16Ø2-25Ø+2-16Ø

3

3

4

4

2-25Ø

2-16Ø 400

300

PCC

2-25Ø

2-25Ø

2-16Ø 450

300

2-20ØPCC

2-25Ø

2-25Ø

2-16Ø 450

300

PCC

2-25Ø

2-25Ø

2-16Ø

Stirrups Details S1 = 8Ø @100c/c S2 = 8Ø @150c/c

PLINTH BEAM DETAILS

REFERENCES:

1. REFER DRG. NO. STR/11 FOR PLINTH BEAM LAYOUT PLAN.2. REFER DRG. NO. STR/10 FOR BEAM- COLUMN JUNCTION DETAILS.3. REFER DRG. NO. STR/09 FOR BEAM SPLICE DETAILS.4. REFER DRG. NO. STR/67 TO 70 FOR STAIRCASE DETAILS.

NOTES

1. LOWER THE BEAM IN GRID 3, 300MM LOWER THAN THE OTHER

3

3

4

4

S1

10001000

S1S21000 1000

2-25Ø+2-20Ø 2-25Ø+2-20Ø2-25Ø

2-25Ø+2-16Ø



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/12



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


PLINTH BEAM DETAILS

NOTES

1. LOWER THE BEAM IN GRID 3, 300MM LOWER THAN THE OTHER

2

S1

L-SECTION OF PLINTH BEAM ALONG GRID A (300x400)

1

3750

1250

S1

2-25Ø+2-20Ø2-25Ø

S2800 8004-20Ø

7

7

8

8

S1

3

3750

1250

2-25Ø+2-20Ø

S1800 800 S2

2-25Ø+2-20Ø2-25Ø

4-20Ø

2-25Ø+2-20Ø2

S1

L-SECTION OF PLINTH BEAM ALONG GRID B (300x400)

1

3750

1250

S1

2-25Ø+2-20Ø2-25Ø

S2800 8004-20Ø

S1

3

3750

1250

2-25Ø+2-20Ø

S1800 800 S2

2-25Ø+2-20Ø2-25Ø

4-20Ø

2-25Ø+2-20Ø2

S1

L-SECTION OF PLINTH BEAM ALONG GRID C (300x400)

1

3750

1250

S1

2-25Ø+2-20Ø2-25Ø

S2800 8004-20Ø

S1

3

3750

1250

2-25Ø+2-20Ø

S1800 800 S2

2-25Ø+2-20Ø2-25Ø

4-20Ø

2-25Ø+2-20Ø

2

S1

L-SECTION OF PLINTH BEAM ALONG GRID D (300x450)

1

3750

1250

S1

2-20Ø+2-16Ø

2-20Ø

S2800 800

9

9

10

10

S1

3

3750

1250

4-20Ø

S1800 800 S2

2

S1

L-SECTION OF PLINTH BEAM ALONG GRID E (300x450)

1

3750

1250

S1

4-20Ø2-20Ø

S2800 8004-20Ø

S1

3

3750

1250

S1800 800 S2

4-20Ø

2

S1

L-SECTION OF PLINTH BEAM ALONG GRID F (300x450)

1

3750

1250

S1

2-25Ø+2-16Ø2-25Ø

S2800 8004-20Ø

11

11

12

12

S1

3

3750

1250

S1800 800 S2

4-20Ø

4-20Ø

2-20Ø+2-16Ø

2-20Ø4-20Ø 4-20Ø 4-20Ø 4-20Ø

2-20Ø4-20Ø 2-25Ø+2-16Ø 2-25Ø+2-16Ø

2-25Ø2-25Ø+2-16Ø

1250 1250

1250 12501250 12501250 1250

1250 1250 1250 1250

2

S1

L-SECTION OF PLINTH BEAM ALONG GRID G (300x450)

1

3750

1250

S1

2-25Ø+2-16Ø2-25Ø

S2800 8004-20Ø

S1

3

3750

1250

S1800 800 S2

4-20Ø

2-25Ø+2-16Ø 2-25Ø+2-16Ø2-25Ø

2-25Ø+2-16Ø

1250 1250

7

7

8

8

7

7

8

8

5

5

6

6

11

11

12

12SECTION 6-6SECTION 5-5

400

300

PCC

4-20Ø

4-20Ø

400

300

PCC

4-20Ø

2-20Ø

400

SECTION 8-8300

SECTION 7-7

2-20ØPCC

4-20Ø


2-25Ø

450

300

PCC

2-20Ø

4-20Ø

2-16Ø


400

300

PCC

4-20Ø

2-25Ø

450

300

PCC

2-20Ø

2-20Ø

2-16Ø

450

300

2-16ØPCC

4-20Ø

2-25Ø

450

300

PCC

4-20Ø

2-25ØREFERENCES:

1. REFER DRG. NO. STR/11 FOR PLINTH BEAM LAYOUT PLAN.2. REFER DRG. NO. STR/10 FOR BEAM- COLUMN JUNCTION DETAILS.3. REFER DRG. NO. STR/09 FOR BEAM SPLICE DETAILS.4. REFER DRG. NO. STR/67 TO 70 FOR STAIRCASE DETAILS.



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/13



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


5525 5125 650 3250 5525 5525

3750

3750

A B C D E F G

1

2

3

7500

25600

NOTES:


FIRST FLOOR BEAM LAYOUT PLAN

Extra PCC(3

00 X

550)

(300

X 55

0)

(300 X 550)

(300 X 550)

(300

X 55

0)

(300

X 55

0)

(300 X 550)

(300 X 550)

(300

X 55

0)

(300

X 55

0)(300 X 550)

(300 X 550)

(300

X 55

0)

(300

X 55

0)

(300 X 550)

(300 X 550)

(300 X 550)

(300

X 55

0)

(300 X 550)

(300

X 55

0)

(300 X 550)

(300

X 55

0)

(300 X 550)

(300

X 55

0)

(300 X 550)

(300

X 55

0)

(300 X 550)

(300

X 55

0)

(300 X 550)

(300

X 55

0)

(300 X 550)

(300

X 55

0)

(300 X 550)

(300

X 55

0)

(300 X 550)

(300

X 55

0)

(300 X 550)

(300

X 55

0)

(300 X 550)

(300

X 55

0)

UP

REFERENCE:




AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/14



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


B

S1

L-SECTION OF FIRST FLOOR BEAM ALONG GRID 1 (300 X 550)

1550

S1

C

5125

S2

FE

3250 5525

1550

100

G

5525

A

5525

1670 1670

S1

4-25Ø+2-12Ø2-25Ø

S2

D

1100 1100S1S1 S1S1

1670 1670 1670 1670

L-SECTION OF FIRST FLOOR BEAM ALONG GRID 1 (300 X 550)

2-25Ø+2-20Ø

L-SECTION OF FIRST FLOOR BEAM ALONG GRID 2 (300 X 550) L-SECTION OF FIRST FLOOR BEAM ALONG GRID 2 (300 X 550)

1

1

2

2

S1

L-SECTION OF FIRST FLOOR BEAM ALONG GRID 3 (300 X 550) L-SECTION OF FIRST FLOOR BEAM ALONG GRID 3 (300 X 550)

550

SECTION 2-2300

SECTION 1-1

PCC

2-25Ø


4-25Ø

2-20Ø

300

2-20ØPCC

4-25Ø

2-25Ø Stirrups Details

S1 = 8Ø @100c/c S2 = 8Ø @150c/c

FIRST FLOOR BEAM DETAILS

2-25Ø 2-25Ø 2-25Ø

2-25Ø+2-20ØS21100 1100 S21100 11001100 1100

B

S1

1550

S1

C

S1

5125

S2

FE

3250 5525

1550 1000

S2100

G

5525

A

5525

1670 1670

S1

2-25Ø+4-20Ø2-25Ø

S2

D

1100 1100

1000

S1 S1S1 S1S1

1670 1670 1670 1670

2-25Ø+2-20Ø

2-25Ø

5 6

S1

2-25Ø 2-25Ø

2-25Ø+2-20Ø

4-25Ø+2-16Ø

S21100 1100 S21100 11001100 11001100 1100

7 8

2-25Ø

B

S1

1550

S1

C

S1

5125

S2

FE

3250 5525

1550 1000

S2100

G

5525

A

5525

1670 1670

S1

4-25Ø+2-12Ø2-25Ø

S2

D

1100 1100

1000

S1 S1S1 S1S1

1670 1670 1670 1670

2-25Ø+2-20Ø

2-25Ø

1

1

2

2

S1

2-25Ø 2-25Ø

2-25Ø+2-20Ø 4-25Ø

4-20Ø+2-25Ø

S21100 1100 S21100 11001100 11001100 1100

3 4

3 4

4-20Ø+2-25Ø 4-20Ø+2-25Ø 4-20Ø+2-25Ø 4-20Ø+2-25Ø 4-20Ø+2-25Ø2-25Ø

4-25Ø 4-25Ø

2-20Ø

300

PCC

4-25Ø

2-25Ø

550 550

4-25Ø+2-12Ø 4-25Ø+2-12Ø 4-25Ø+2-12Ø

2-25Ø+4-20Ø 2-25Ø+4-20Ø 2-25Ø+4-20Ø

4-25Ø+2-12Ø 4-25Ø+2-12Ø 4-25Ø+2-12Ø

4-20Ø+2-25Ø 4-20Ø+2-25Ø 4-20Ø+2-25Ø 4-20Ø+2-25Ø

4-25Ø 4-25Ø

4-25Ø4-25Ø4-25Ø

2-12Ø

550

300

PCC

2-25Ø

2-25Ø

2-20Ø

3 4

3 4


2-20ØPCC

2-25Ø

2-25Ø2-20Ø

550

5 6

2-20Ø

300

PCC

2-25Ø

2-25Ø

550 2-20Ø

7 8

SECTION 7-7300

PCC

4-25Ø

4-25Ø2-20Ø

550 2-12Ø

SECTION 8-8

4-25Ø+2-16Ø 4-25Ø+2-16Ø 4-25Ø+2-16Ø 4-25Ø+2-16Ø 4-25Ø+2-16Ø

2-12Ø

300

PCC

4-25Ø

2-25Ø

550 2-12Ø

9 10

9 10

SECTION 9-9300

PCC

4-25Ø

4-25Ø2-20Ø

550

SECTION 10-10300

PCC

4-25Ø

2-25Ø

550



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/15



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


FIRST FLOOR BEAM DETAILS

2

S1

L-SECTION OF FIRST FLOOR BEAM ALONG GRID A (300 X 550)

1

3750

1250

S1

4-25Ø2-25Ø

2-25Ø+2-20Ø

11 12

S1

3

3750

1250

S1

2-25Ø

2

S1

L-SECTION OF FIRST FLOOR BEAM ALONG GRID B (300 X 550)

1

3750

1250

S1

2-25Ø

S1

3

3750

1250

S1

2-25Ø

2

S1

L-SECTION OF FIRST FLOOR BEAM ALONG GRID C (300 X 550)

1

3750

1250

S1

2-25Ø

S1

3

3750

1250

S1

2-25Ø

L-SECTION OF FIRST FLOOR BEAM ALONG GRID D (300 X 550) L-SECTION OF FIRST FLOOR BEAM ALONG GRID E (300 X 550)

2

S1

L-SECTION OF FIRST FLOOR BEAM ALONG GRID F (300 X 550)

1

3750

1250

S1

4-25Ø+2-12Ø2-25Ø

S1

3

3750

1250

S1

1250 1250

1250 12501250 12501250 1250

L-SECTION OF FIRST FLOOR BEAM ALONG GRID G (300 X 550)


550

300

PCC4-25Ø

300SECTION 13-13

PCC

4-25Ø

4-25Ø

2-25Ø+2-20Ø 2-25Ø+2-20Ø 2-25Ø+2-20Ø 2-25Ø+2-20Ø 2-25Ø+2-20Ø

4-25Ø 4-25Ø 4-25Ø 4-25Ø 4-25Ø 4-25Ø 4-25Ø 4-25Ø 4-25Ø 4-25Ø 4-25Ø

4-25Ø

2-25Ø

2-25Ø2-20Ø 550

300

PCC2-25Ø

2-25Ø2-20Ø

550

13 14

S21100 1100 S21100 1100 S21100 1100 S21100 1100 S21100 1100 S21100 1100

S21100 1100 S21100 1100

4-25Ø+2-12Ø 4-25Ø+2-12Ø 4-25Ø+2-12Ø

4-25Ø

11 12

11 12

11 12

11 12

11 12

11 12

11 12

2

S1

1

3750

1250

S1

4-25Ø2-25Ø

2-25Ø+2-20Ø

11 12

S1

3

3750

1250

S1

2-25Ø

2

S1

1

3750

1250

S1

2-25Ø

S1

3

3750

1250

S1

2-25Ø1250 12501250 1250

2-25Ø+2-20Ø 2-25Ø+2-20Ø 2-25Ø+2-20Ø

4-25Ø 4-25Ø 4-25Ø 4-25Ø 4-25Ø 4-25Ø 4-25Ø

S21100 1100 S21100 1100 S21100 1100 S21100 1100

11 12

11 12

11 12

11 12

11 12

2

S1

1

3750

1250

S1

4-25Ø2-25Ø

2-25Ø+2-20Ø

11 12

S1

3

3750

1250

S1

2-25Ø1250 1250

2-25Ø+2-20Ø

4-25Ø 4-25Ø 4-25Ø

S21100 1100 S21100 1100

11 12

13 14

2-12Ø

300SECTION 14-14

PCC

4-25Ø

2-25Ø

550



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/16



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


5525 5125 650 3250 5525 5525

3750

3750

A B C D E F G

1

2

3

7500

25600

NOTES:


SECONDFLOOR BEAM LAYOUT PLAN

Extra PCC

(300

X 55

0)

(300

X 55

0)

(300 X 550)

(300 X 550)

(300

X 55

0)

(300

X 55

0)

(300 X 550)

(300 X 550)

(300

X 55

0)

(300

X 55

0)(300 X 550)

(300 X 550)

(300

X 55

0)

(300

X 55

0)

(300 X 550)

(300 X 550)

(300 X 550)

(300

X 55

0)

(300 X 550)

(300

X 55

0)

(300 X 550)

(300

X 55

0)

(300 X 550)

(300

X 55

0)

(300 X 550)

(300

X 55

0)

(300 X 550)

(300

X 55

0)

(300 X 550)

(300

X 55

0)

(300 X 550)

(300

X 55

0)

(300 X 550)

(300

X 55

0)

(300 X 550)

(300

X 55

0)

(300 X 550)

(300

X 55

0)

(300 X 550)

(300

X 55

0)

UP

REFERENCE:




AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/17



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


B

S1

L-SECTION OF SECONDFLOOR BEAM ALONG GRID 1 (300 X 550)

1550

S1

C

5125

S2

FE

3250 5525

1550

100

G

5525

A

5525

1670 1670

S1

4-25Ø+2-12Ø2-25Ø

S2

D

1100 1100S1S1 S1S1

1670 1670 1670 1670

L-SECTION OF SECONDFLOOR BEAM ALONG GRID 1 (300 X 550)

2-25Ø+2-20Ø

L-SECTION OF SECONDFLOOR BEAM ALONG GRID 2 (300 X 550) L-SECTION OF SECONDFLOOR BEAM ALONG GRID 2 (300 X 550)

1

1

2

2

S1

L-SECTION OF SECONDFLOOR BEAM ALONG GRID 3 (300 X 550) L-SECTION OF SECONDFLOOR BEAM ALONG GRID 3 (300 X 550)


SECONDFLOOR BEAM DETAILS

2-25Ø 2-25Ø 2-25Ø

S21100 1100 S21100 11001100 1100

4-20Ø+2-25Ø 4-20Ø+2-25Ø 4-20Ø+2-25Ø 4-20Ø+2-25Ø

3 4

4-25Ø+2-12Ø 4-25Ø+2-12Ø 4-25Ø+2-12Ø

2-25Ø+2-20Ø 2-25Ø+2-20Ø 2-25Ø+2-20Ø

B

S1

1550

S1

C

S1

5125

S2

FE

3250 5525

1550 1000

S2100

G

5525

A

5525

1670 1670

S1

2-25Ø+4-20Ø2-25Ø

S2

D

1100 1100

1000

S1 S1S1 S1S1

1670 1670 1670 1670

2-25Ø+2-20Ø

2-25Ø

S1

2-25Ø 2-25Ø

2-25Ø+2-20Ø

4-25Ø+2-16Ø

S21100 1100 S21100 11001100 11001100 1100

5 6

2-25Ø2-25Ø+4-20Ø 2-25Ø+4-20Ø 2-25Ø+4-20Ø

4-25Ø4-25Ø4-25Ø

4-25Ø+2-16Ø 4-25Ø+2-16Ø 4-25Ø+2-16Ø 4-25Ø+2-16Ø 4-25Ø+2-16Ø

2-12Ø

B

S1

1550

S1

C

S1

5125

S2

FE

3250 5525

1550 1000

S2100

G

5525

A

5525

1670 1670

S1

4-25Ø+2-12Ø2-25Ø

S2

D

1100 1100

1000

S1 S1S1 S1S1

1670 1670 1670 1670

2-25Ø+2-20Ø

2-25Ø

1

1

2

2

S1

2-25Ø 2-25Ø

2-25Ø+2-20Ø

4-20Ø+2-25Ø

S21100 1100 S21100 11001100 11001100 1100

9 10

4-20Ø+2-25Ø 4-20Ø+2-25Ø 4-20Ø+2-25Ø 4-20Ø+2-25Ø 4-20Ø+2-25Ø2-25Ø

4-25Ø+2-12Ø 4-25Ø+2-12Ø 4-25Ø+2-12Ø

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

550

SECTION 2-2300

SECTION 1-1

PCC

2-25Ø


4-25Ø

2-20Ø

300

2-20ØPCC

2-25Ø

2-25Ø2-20Ø

550

2-12Ø

550

300

PCC

2-25Ø

2-25Ø

2-20Ø


2-20ØPCC

4-25Ø

2-25Ø2-20Ø

550 2-12Ø

SECTION 7-7 SECTION 8-8

2-20Ø

300

PCC

2-25Ø

2-25Ø

550 2-20Ø

3 4

3 4

3 4

7 8

7 85 6

300

PCC

4-25Ø

2-25Ø

550 2-12Ø

300

2-20ØPCC

4-25Ø

2-25Ø2-20Ø

550

300

PCC

4-25Ø

2-25Ø

550

3 4

3 49 10


2-20ØPCC

2-25Ø

2-25Ø2-20Ø

550 2-20Ø2-20Ø

300

PCC

2-25Ø

2-25Ø

550 2-20Ø2-20Ø



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/18



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


SECONDFLOOR BEAM DETAILS

2

S1

L-SECTION OF FIRST FLOOR BEAM ALONG GRID A (300 X 550)

1

3750

1250

S1

4-25Ø2-25Ø

2-25Ø+2-20Ø

11 12

S1

3

3750

1250

S1

2-25Ø

2

S1

L-SECTION OF FIRST FLOOR BEAM ALONG GRID B (300 X 550)

1

3750

1250

S1

2-25Ø

S1

3

3750

1250

S1

2-25Ø

2

S1

L-SECTION OF FIRST FLOOR BEAM ALONG GRID C (300 X 550)

1

3750

1250

S1

2-25Ø

S1

3

3750

1250

S1

2-25Ø

L-SECTION OF FIRST FLOOR BEAM ALONG GRID D (300 X 550) L-SECTION OF FIRST FLOOR BEAM ALONG GRID E (300 X 550)

2

S1

L-SECTION OF FIRST FLOOR BEAM ALONG GRID F (300 X 550)

1

3750

1250

S1

4-25Ø+2-12Ø2-25Ø

S1

3

3750

1250

S1

1250 1250

1250 12501250 12501250 1250

L-SECTION OF FIRST FLOOR BEAM ALONG GRID G (300 X 550)


550

300

PCC4-25Ø

300SECTION 13-13

PCC

4-25Ø

4-25Ø

2-25Ø+2-20Ø 2-25Ø+2-20Ø 2-25Ø+2-20Ø 2-25Ø+2-20Ø 2-25Ø+2-20Ø

4-25Ø 4-25Ø 4-25Ø 4-25Ø 4-25Ø 4-25Ø 4-25Ø 4-25Ø 4-25Ø 4-25Ø 4-25Ø

4-25Ø

2-25Ø

2-25Ø2-20Ø 550

300

PCC2-25Ø

2-25Ø2-20Ø

550

13 14

S21100 1100 S21100 1100 S21100 1100 S21100 1100 S21100 1100 S21100 1100

S21100 1100 S21100 1100

4-25Ø+2-12Ø 4-25Ø+2-12Ø 4-25Ø+2-12Ø

4-25Ø

11 12

11 12

11 12

11 12

11 12

11 12

11 12

2

S1

1

3750

1250

S1

4-25Ø2-25Ø

2-25Ø+2-20Ø

11 12

S1

3

3750

1250

S1

2-25Ø

2

S1

1

3750

1250

S1

2-25Ø

S1

3

3750

1250

S1

2-25Ø1250 12501250 1250

2-25Ø+2-20Ø 2-25Ø+2-20Ø 2-25Ø+2-20Ø

4-25Ø 4-25Ø 4-25Ø 4-25Ø 4-25Ø 4-25Ø 4-25Ø

S21100 1100 S21100 1100 S21100 1100 S21100 1100

11 12

11 12

11 12

11 12

11 12

2

S1

1

3750

1250

S1

4-25Ø2-25Ø

2-25Ø+2-20Ø

11 12

S1

3

3750

1250

S1

2-25Ø1250 1250

2-25Ø+2-20Ø

4-25Ø 4-25Ø 4-25Ø

S21100 1100 S21100 1100

11 12

13 14

2-12Ø

300SECTION 14-14

PCC

4-25Ø

2-25Ø

550



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/19



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


5525 5125 650 3250 5525 5525

3750

3750

A B C D E F G

1

2

3

7500

25600

NOTES:


THIRDFLOOR BEAM LAYOUT PLAN

Extra PCC(3

00 X

500)

(300

X 50

0)

(300 X 500)

(300 X 500)

(300

X 50

0)

(300

X 50

0)

(300 X 500)

(300 X 500)

(300

X 50

0)

(300

X 50

0)(300 X 500)

(300 X 500)

(300

X 50

0)

(300

X 50

0)

(300 X 500)

(300 X 500)

(300 X 500)

(300

X 50

0)

(300 X 500)

(300

X 50

0)

(300 X 500)

(300

X 50

0)

(300 X 500)

(300

X 50

0)

(300 X 500)

(300

X 50

0)

(300 X 500)

(300

X 50

0)

(300 X 500)

(300

X 50

0)

(300 X 500)

(300

X 50

0)

(300 X 500)

(300

X 50

0)

(300 X 500)

(300

X 50

0)

(300 X 500)

(300

X 50

0)

(300 X 500)

(300

X 50

0)

UP

REFERENCE:




AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/20



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


B

S1

L-SECTION OF THIRDFLOOR BEAM ALONG GRID 1 (300 X 500)

1550

S1

C

5125

FE

3250 5525

1550

100

G

5525

A

5525

1670 1670

S1

4-25Ø2-25Ø

S2

D

1000S1S1 S1S1

1670 1670 1670 1670

L-SECTION OF THIRDFLOOR BEAM ALONG GRID 1 (300 X 500)

2-25Ø+2-20Ø

L-SECTION OF THIRDFLOOR BEAM ALONG GRID 2 (300 X 500) L-SECTION OF THIRDFLOOR BEAM ALONG GRID 2 (300 X 500)

1

1

2

2

S1

L-SECTION OF THIRDFLOOR BEAM ALONG GRID 3 (300 X 500) L-SECTION OF THIRDFLOOR BEAM ALONG GRID 3 (300 X 500)

SECTION 2-2SECTION 1-1 SECTION 4-4SECTION 3-3


THIRDFLOOR BEAM DETAILS

2-25Ø 2-25Ø 2-25Ø

B

S1

1550

S1

C

S1

5125

FE

3250 5525

1550 1000

100

G

5525

A

5525

1670 1670

S1

4-25Ø+2-12Ø2-25Ø

D

1000

S1 S1S1 S1S1

1670 1670 1670 16702-25Ø

3 4

S1

2-25Ø 2-25Ø 2-25Ø

4-25Ø 4-25Ø

B

S1

1550

S1

C

S1

5125

FE

3250 5525

1550 1000

100

GA

5525

1670 1670

S1

2-25Ø

D

1000

S1 S1S1 S1S1

1670 1670 1670 16702-25Ø

1

1

2

2

S1

2-25Ø 2-25Ø 2-25Ø

500

300

PCC4-25Ø

3 4

5 6

4-20Ø+2-25Ø

300

PCC4-25Ø2-12Ø

2-20Ø2-25Ø

300

PCC2-25Ø

2-20Ø2-25Ø

4-25Ø 4-25Ø 4-25Ø

2-25Ø+2-20Ø 2-25Ø+2-20Ø 2-25Ø+2-20Ø

2-25Ø+2-20Ø

4-20Ø+2-25Ø 4-20Ø+2-25Ø 4-20Ø+2-25Ø 4-20Ø+2-25Ø 4-20Ø+2-25Ø

4-25Ø 4-25Ø

4-25Ø 4-25Ø 4-25Ø

4-25Ø 4-25Ø 4-25Ø 4-25Ø

2-25Ø+2-20Ø

3 4

2-20Ø2-25Ø

300

PCC2-25Ø

2-20Ø2-25Ø

3 4 5 6


2-20ØPCC2-25Ø2-20Ø

4-25Ø

300

PCC2-25Ø

4-25Ø500 500 500 500 500

7 8

4-25Ø+2-12Ø 4-25Ø+2-12Ø 4-25Ø+2-12Ø 4-25Ø+2-12Ø

4-25Ø+2-12Ø 4-25Ø+2-12Ø 4-25Ø+2-12Ø 4-25Ø+2-12Ø 4-25Ø+2-12Ø 4-25Ø+2-12Ø

7 8


PCC4-25Ø2-12Ø

4-25Ø

300

PCC2-25Ø

4-25Ø500 500

1000 S21000 1000 S21000 1000S21000 1000

5525

S2S21000 1000 S21000 1000 S21000 1000S21000 1000 1000 1000

S2S21000 1000 S21000 1000 S21000 1000S21000 1000 1000 1000

4-25Ø+2-12Ø 4-25Ø+2-12Ø 4-25Ø+2-12Ø



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/21



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


THIRDFLOOR BEAM DETAILS

2

S1

L-SECTION OF THIRDFLOOR BEAM ALONG GRID A (300 X 500)

1

3750

1250

S1

4-25Ø2-25Ø

2-25Ø+2-20Ø

9 10

S1

3

3750

1250

S1

2-25Ø

2

S1

L-SECTION OF THIRDFLOOR BEAM ALONG GRID B (300 X 500)

1

3750

1250

S1

2-25Ø

S1

3

3750

1250

S1

2-25Ø

2

S1

L-SECTION OF THIRDFLOOR BEAM ALONG GRID C (300 X 500)

1

3750

1250

S1

2-25Ø

S1

3

3750

1250

S1

2-25Ø

2

S1

L-SECTION OF THIRDFLOOR BEAM ALONG GRID D (300 X 500)

1

3750

1250

S1

2-25Ø

S1

3

3750

1250

S1

L-SECTION OF THIRDFLOOR BEAM ALONG GRID E (300 X 500)

2

S1

L-SECTION OF THIRDFLOOR BEAM ALONG GRID F (300 X 500)

1

3750

1250

S1

4-25Ø2-25Ø

S1

3

3750

1250

S1

2-25Ø1250 1250

1250 12501250 12501250 1250

1250 1250

2

S1

L-SECTION OF THIRDFLOOR BEAM ALONG GRID G (300 X 500)

1

3750

1250

S1 S1

3

3750

1250

S1

1250 1250

500

300

PCC4-25Ø

SECTION 12-12300

SECTION 11-11

PCC

4-20Ø

2-25Ø

2-25Ø+2-20Ø 2-25Ø+2-20Ø 2-25Ø+2-20Ø 2-25Ø+2-20Ø 2-25Ø+2-20Ø

4-25Ø 4-25Ø 4-25Ø 4-25Ø 4-25Ø 4-25Ø 4-25Ø 4-25Ø 4-25Ø 4-25Ø 4-25Ø

4-20Ø

2

S1

1

3750

1250

S1

2-25Ø

S1

3

3750

1250

S1

2-25Ø1250 1250

4-25Ø 4-25Ø 4-25Ø2-25Ø

4-25Ø2-25Ø

4-25Ø 4-25Ø 4-25Ø2-25Ø

2-25Ø2-20Ø

300

PCC2-25Ø

2-25Ø2-20Ø

4-25Ø 4-25Ø 4-25Ø 4-25Ø

11 12

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

4-20Ø 2-25Ø+2-20Ø

2-25Ø+2-20Ø 2-25Ø+2-20ØSECTION 10-10SECTION 9-9

2-25Ø+2-20Ø 2-25Ø+2-20Ø 2-25Ø+2-20Ø

9 10

9 10

9 10

9 10

9 10

11 12

9 10

9 10

9 10

9 10

9 10

9 10

2-20Ø

300

PCC

4-20Ø

2-25Ø

500 500 500

S21000 1000 S21000 1000 S21000 1000 S21000 1000 S21000 1000 S21000 1000

S21000 1000 S21000 1000 S21000 1000 S21000 1000 S21000 1000 S21000 1000

S21000 1000 S21000 1000



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/22



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


5525 5125 650 3250 5525 552537

5037

50

A B C D E F G

1

2

3

7500

25600

NOTES:


FOURTHFLOOR BEAM LAYOUT PLAN

Extra PCC

(300

X 50

0)

(300

X 50

0)

(300 X 500)

(300 X 500)

(300

X 50

0)

(300

X 50

0)

(300 X 500)

(300 X 500)

(300

X 50

0)

(300

X 50

0)

(300 X 500)

(300 X 500)

(300

X 50

0)

(300

X 50

0)

(300 X 500)

(300 X 500)

(300 X 500)

(300

X 50

0)

(300 X 500)

(300

X 50

0)

(300 X 500)

(300

X 50

0)

(300 X 500)

(300

X 50

0)

(300 X 500)

(300

X 50

0)

(300 X 500)

(300

X 50

0)

(300 X 500)

(300

X 50

0)

(300 X 500)

(300

X 50

0)

(300 X 500)

(300

X 50

0)

(300 X 500)

(300

X 50

0)

(300 X 500)

(300

X 50

0)

(300 X 500)

(300

X 50

0)

UP

REFERENCE:




AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/23



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


B

S1

L-SECTION OF FOURTHFLOOR BEAM ALONG GRID 1 (300 X 500)

1550

S1

C

5125

FE

3250 5525

1550

100

G

5525

A

5525

1670 1670

S1

4-25Ø2-25Ø

D

S1S1 S1S1

1670 1670 1670 1670

L-SECTION OF FOURTHFLOOR BEAM ALONG GRID 1 (300 X 500)

4-20Ø

L-SECTION OF FOURTHFLOOR BEAM ALONG GRID 2 (300 X 500) L-SECTION OF FOURTHFLOOR BEAM ALONG GRID 2 (300 X 500)

1

1

2

2

S1

L-SECTION OF FOURTHFLOOR BEAM ALONG GRID 3 (300 X 500) L-SECTION OF FOURTHFLOOR BEAM ALONG GRID 3 (300 X 500)



FOURTHFLOOR BEAM DETAILS

2-25Ø 2-25Ø 2-25Ø4-25Ø 4-25Ø 4-25Ø

4-20Ø

4-25Ø 4-25Ø 4-25Ø 4-25Ø

4-20Ø 4-20Ø

1

1

2

2

B

S1

1550

S1

C

S1

5125

FE

3250 5525

1550 1000

100

G

5525

A

5525

1670 1670

S1

4-25Ø2-25Ø

D

1000

S1 S1S1 S1S1

1670 1670 1670 1670

4-20Ø

2-25Ø

1

1

2

2

S1

2-25Ø 2-25Ø 2-25Ø4-25Ø 4-25Ø 4-25Ø

4-20Ø

4-25Ø 4-25Ø 4-25Ø 4-25Ø 4-25Ø 4-25Ø

4-20Ø 4-20Ø 4-20Ø

1

1

2

2

B

S1

1550

S1

C

S1

5125

FE

3250 5525

1550 1000

100

G

5525

A

5525

1670 1670

S1

4-25Ø2-25Ø

D

1000

S1 S1S1 S1S1

1670 1670 1670 1670

4-20Ø

2-25Ø

1

1

2

2

S1

2-25Ø 2-25Ø 2-25Ø4-25Ø 4-25Ø 4-25Ø

4-20Ø

4-25Ø 4-25Ø 4-25Ø 4-25Ø 4-25Ø 4-25Ø

4-20Ø 4-20Ø 4-20Ø

1

1

2

2

300

PCC4-25Ø

4-20Ø500

300

PCC2-25Ø

4-20Ø500

S21000 1000 S21000 1000 S21000 1000S21000 1000

S2S21000 1000 S21000 1000 S21000 1000S21000 1000 1000 1000

S2S21000 1000 S21000 1000 S21000 1000S21000 1000 1000 1000



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/24



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


FOURTHFLOOR BEAM DETAILS

2

S1

L-SECTION OF FOURTHFLOOR BEAM ALONG GRID A (300 X 500)

1

3750

1250

S1

2-25Ø

4-20Ø

3 4

S1

3

3750

1250

S1

2-25Ø

2

S1

L-SECTION OF FOURTHFLOOR BEAM ALONG GRID B (300 X 500)

1

3750

1250

S1

2-25Ø

S1

3

3750

1250

S1

2-25Ø

2

S1

L-SECTION OF FOURTHFLOOR BEAM ALONG GRID C (300 X 500)

1

3750

1250

S1

2-25Ø

S1

3

3750

1250

S1

2-25Ø

L-SECTION OF FOURTHFLOOR BEAM ALONG GRID D (300 X 500) L-SECTION OF FOURTHFLOOR BEAM ALONG GRID E (300 X 500) L-SECTION OF FOURTHFLOOR BEAM ALONG GRID F (300 X 500)

1250 12501250 12501250 1250

L-SECTION OF FOURTHFLOOR BEAM ALONG GRID G (300 X 500)

2-25Ø+2-20Ø 2-25Ø+2-20Ø 2-25Ø+2-20Ø 2-25Ø+2-20Ø

4-20Ø

3 4

4-20Ø

3 4

2-25Ø+2-20Ø 2-25Ø+2-20Ø 2-25Ø+2-20Ø 2-25Ø+2-20Ø

4-20Ø

3 4

4-20Ø

3 4

2-25Ø+2-20Ø 2-25Ø+2-20Ø 2-25Ø+2-20Ø 2-25Ø+2-20Ø

4-20Ø

3 4

2

S1

1

3750

1250

S1

2-25Ø

4-20Ø

3 4

S1

3

3750

1250

S1

2-25Ø

2

S1

1

3750

1250

S1

2-25Ø

S1

3

3750

1250

S1

2-25Ø

2

S1

1

3750

1250

S1

2-25Ø

S1

3

3750

1250

S1

2-25Ø1250 12501250 12501250 1250

2-25Ø+2-20Ø 2-25Ø+2-20Ø 2-25Ø+2-20Ø 2-25Ø+2-20Ø

4-20Ø

3 4

4-20Ø

3 4

2-25Ø+2-20Ø 2-25Ø+2-20Ø 2-25Ø+2-20Ø 2-25Ø+2-20Ø

4-20Ø

3 4

4-20Ø

3 4

2-25Ø+2-20Ø 2-25Ø+2-20Ø 2-25Ø+2-20Ø 2-25Ø+2-20Ø

4-20Ø

3 4

2

S1

1

3750

1250

S1

2-25Ø

4-20Ø

3 4

S1

3

3750

1250

S1

2-25Ø1250 1250

2-25Ø+2-20Ø 2-25Ø+2-20Ø 2-25Ø+2-20Ø 2-25Ø+2-20Ø

4-20Ø


PCC2-25Ø

4-20Ø500

300

PCC2-25Ø

4-20Ø500

S21000 1000 S21000 1000 S21000 1000 S21000 1000 S21000 1000 S21000 1000

S21000 1000 S21000 1000 S21000 1000 S21000 1000 S21000 1000 S21000 1000

S21000 1000 S21000 1000

2-20Ø



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/25



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


5525 5125 650 3250 5525 5525

3750

3750

A B C D E F G

1

2

3

7500

25600

NOTES:


FIFTHFLOOR BEAM LAYOUT PLAN

Extra PCC(3

00 X

450)

(300

X 45

0)

(300 X 450)

(300 X 450)

(300

X 45

0)

(300

X 45

0)

(300 X 450)

(300 X 450)

(300

X 45

0)

(300

X 45

0)(300 X 450)

(300 X 450)

(300

X 45

0)

(300

X 45

0)

(300 X 450)

(300 X 450)

(300 X 450)

(300

X 45

0)

(300 X 450)

(300

X 45

0)

(300 X 450)

(300

X 45

0)

(300 X 450)

(300

X 45

0)

(300 X 450)

(300

X 45

0)

(300 X 450)

(300

X 45

0)

(300 X 450)

(300

X 45

0)

(300 X 450)

(300

X 45

0)

(300 X 450)

(300

X 45

0)

(300 X 450)

(300

X 45

0)

(300 X 450)

(300

X 45

0)

(300 X 450)

(300

X 45

0)

UP

REFERENCE:




AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/26



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


B

S1

L-SECTION OF FIFTHFLOOR BEAM ALONG GRID 1 (300 X 450)

1550

S1

C

5125

S2

FE

3250 5525

1550

100

G

5525

A

5525

1670 1670

S1

2-25Ø+2-20Ø2-25Ø

S2

D

900S1S1 S1S1

1670 1670 1670 1670

L-SECTION OF FIFTHFLOOR BEAM ALONG GRID 1 (300 X 450)

4-20Ø+2-16Ø

L-SECTION OF FIFTHFLOOR BEAM ALONG GRID 2 (300 X 450) L-SECTION OF FIFTHFLOOR BEAM ALONG GRID 2 (300 X 450)

1

1

2

2

S1

L-SECTION OF FIFTHFLOOR BEAM ALONG GRID 3 (300 X 450) L-SECTION OF FIFTHFLOOR BEAM ALONG GRID 3 (300 X 450)



FIFTHFLOOR BEAM DETAILS

2-25Ø 2-25Ø 2-25Ø

S2 S2

1

1

2

2

2-25Ø+2-20Ø 2-25Ø+2-20Ø

4-20Ø+2-16Ø

2-25Ø+2-20Ø 2-25Ø+2-20Ø

4-20Ø+2-16Ø

2-25Ø+2-20Ø 2-25Ø+2-20Ø

4-20Ø+2-16Ø

2-25Ø+2-20Ø

300

PCC2-25Ø

2-16Ø2-20Ø

450

2-20Ø

300

PCC2-25Ø

2-16Ø2-20Ø

450

900 900 900 900900 900 900

B

S1

1550

S1

C

S1

5125

S2

FE

3250 5525

1550 1000

S2100

G

5525

A

5525

1670 1670

S1

2-25Ø+2-20Ø2-25Ø

S2

D

900

1000

S1 S1S1 S1S1

1670 1670 1670 1670

4-20Ø+2-16Ø

2-25Ø

1

1

2

2

S1

2-25Ø 2-25Ø 2-25Ø

S2 S2

1

1

2

2

2-25Ø+2-20Ø 2-25Ø+2-20Ø

4-20Ø+2-16Ø

2-25Ø+2-20Ø 2-25Ø+2-20Ø 2-25Ø+2-20Ø

4-20Ø+2-16Ø

2-25Ø+2-20Ø

4-20Ø+2-16Ø

2-25Ø+2-20Ø 2-25Ø+2-20Ø

4-20Ø+2-16Ø

2-25Ø+2-20Ø

900 900 900 900 900900 900 900 900

B

S1

1550

S1

C

S1

5125

S2

FE

3250 5525

1550 1000

S2100

G

5525

A

5525

1670 1670

S1

2-25Ø+2-20Ø2-25Ø

S2

D

900

1000

S1 S1S1 S1S1

1670 1670 1670 1670

4-20Ø+2-16Ø

2-25Ø

1

1

2

2

S1

2-25Ø 2-25Ø 2-25Ø

S2 S2

1

1

2

2

2-25Ø+2-20Ø 2-25Ø+2-20Ø

4-20Ø+2-16Ø

2-25Ø+2-20Ø 2-25Ø+2-20Ø 2-25Ø+2-20Ø

4-20Ø+2-16Ø

2-25Ø+2-20Ø

4-20Ø+2-16Ø

2-25Ø+2-20Ø 2-25Ø+2-20Ø

4-20Ø+2-16Ø

2-25Ø+2-20Ø

900 900 900 900 900900 900 900 900900



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/27



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


FIFTHFLOOR BEAM DETAILS

2

S1

L-SECTION OF FIFTHFLOOR BEAM ALONG GRID A (300 X 450)

1

3750

1250

S1

2-20Ø

S22-20Ø+2-16Ø

3 4

S1

3

3750

1250

S1S2

L-SECTION OF FIFTHFLOOR BEAM ALONG GRID B (300 X 450) L-SECTION OF FIFTHFLOOR BEAM ALONG GRID C (300 X 450)

L-SECTION OF FIFTHFLOOR BEAM ALONG GRID D (300 X 450) L-SECTION OF FIFTHFLOOR BEAM ALONG GRID E (300 X 450) L-SECTION OF FIFTHFLOOR BEAM ALONG GRID F (300 X 450)

1250 1250

L-SECTION OF FIFTHFLOOR BEAM ALONG GRID G (300 X 450)

4-20Ø

3 4


PCC4-20Ø

2-20Ø450

900 900 900900

3 4

4-20Ø2-20Ø

2-20Ø+2-16Ø

4-20Ø 4-20Ø2

S1

1

3750

1250

S1

2-20Ø

S22-20Ø+2-16Ø

3 4

S1

3

3750

1250

S1S2

1250 1250

4-20Ø

3 4

900 900 900900

4-20Ø2-20Ø

2-20Ø+2-16Ø

4-20Ø 4-20Ø2

S1

1

3750

1250

S1

2-20Ø

S22-20Ø+2-16Ø

3 4

S1

3

3750

1250

S1S2

1250 1250

4-20Ø

3 4

900 900 900900

4-20Ø2-20Ø

2-20Ø+2-16Ø

4-20Ø 4-20Ø

2

S1

1

3750

1250

S1

2-20Ø

S22-20Ø+2-16Ø

3 4

S1

3

3750

1250

S1S2

1250 1250

4-20Ø

3 4

900 900 900900

4-20Ø2-20Ø

2-20Ø+2-16Ø

4-20Ø 4-20Ø2

S1

1

3750

1250

S1

2-20Ø

S22-20Ø+2-16Ø

3 4

S1

3

3750

1250

S1S2

1250 1250

4-20Ø

3 4

900 900 900900

4-20Ø2-20Ø

2-20Ø+2-16Ø

4-20Ø 4-20Ø2

S1

1

3750

1250

S1

2-20Ø

S22-20Ø+2-16Ø

3 4

S1

3

3750

1250

S1S2

1250 1250

4-20Ø

3 4

900 900 900900

4-20Ø2-20Ø

2-20Ø+2-16Ø

4-20Ø 4-20Ø

2

S1

1

3750

1250

S1

2-20Ø

S22-20Ø+2-16Ø

3 4

S1

3

3750

1250

S1S2

1250 1250

4-20Ø

900 900 900900

4-20Ø2-20Ø

2-20Ø+2-16Ø

4-20Ø 4-20Ø

2-16Ø

300

PCC2-20Ø

2-20Ø450 2-16Ø



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/28



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


5525 5125 650 3250 5525 5525

3750

3750

A B C D E F G

1

2

3

7500

25600

NOTES:


ROOF BEAM LAYOUT PLAN

Extra PCC

(300

X 40

0)

(300

X 40

0)

(300 X 400)

(300 X 400)

(300

X 40

0)

(300

X 40

0)

(300 X 400)

(300 X 400)

(300

X 40

0)

(300

X 40

0)(300 X 400)

(300 X 400)

(300

X 40

0)

(300

X 40

0)

(300 X 400)

(300 X 400)

(300 X 400)

(300

X 40

0)

(300 X 400)

(300

X 40

0)

(300 X 400)

(300

X 40

0)

(300 X 400)

(300

X 40

0)

(300 X 400)

(300

X 40

0)

(300 X 400)

(300

X 40

0)

(300 X 400)

(300

X 40

0)

(300 X 400)

(300

X 40

0)

(300 X 400)

(300

X 40

0)

(300 X 400)

(300

X 40

0)

(300 X 400)

(300

X 40

0)

(300 X 400)

(300

X 40

0)

UP

REFERENCE:




AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/29



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


B

S1

L-SECTION OF ROOFFLOOR BEAM ALONG GRID 1 (300 X 400)

1550

S1

C

S1

5125

FE

3250 5525

1550 1000

100

G

5525

A

5525

1670 1670

S1

2-20Ø+2-16Ø2-20Ø

D

1000

S1 S1S1 S1S1

1670 1670 1670 1670

L-SECTION OF ROOFFLOOR BEAM ALONG GRID 1 (300 X 400)

2-16Ø+2-12Ø

L-SECTION OF ROOFFLOOR BEAM ALONG GRID 2 (300 X 400) L-SECTION OF ROOFFLOOR BEAM ALONG GRID 2 (300 X 400)

1

1

2

2

S1

L-SECTION OF ROOFFLOOR BEAM ALONG GRID 3 (300 X 400) L-SECTION OF ROOFFLOOR BEAM ALONG GRID 3 (300 X 400)



ROOF BEAM DETAILS

2-20Ø 2-25Ø

1

1

2

2

300

PCC2-20Ø

2-12Ø2-16Ø

400

2-16Ø PCC

B

S1

1550

S1

C

S1

5125

FE

3250 5525

1550 1000

100

G

5525

A

5525

1670 1670

S1

D

1000

S1 S1S1 S1S1

1670 1670 1670 16702-25Ø

1

1

2

2

S1

2-25Ø 2-25Ø

3 4

2-25Ø+2-16Ø 2-25Ø+2-16Ø

4-16Ø

1

1

2

2

2-20Ø+2-16Ø 2-20Ø+2-16Ø 2-20Ø+2-16Ø

2-16Ø+2-12Ø

2-20Ø+2-16Ø2-20Ø

2-16Ø+2-12Ø

2-20Ø+2-16Ø 2-20Ø+2-16Ø2-20Ø

2-16Ø+2-12Ø

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

2-16Ø+2-12Ø

2-20Ø+2-16Ø2-20Ø

2-16Ø+2-12Ø

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

2-16Ø+2-12Ø

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

4-16Ø 4-16Ø

B

S1

1550

S1

C

S1

5125

FE

3250 5525

1550 1000

100

G

5525

A

5525

1670 1670

S1

2-20Ø+2-16Ø2-20Ø

D

1000

S1 S1S1 S1S1

1670 1670 1670 1670

2-16Ø+2-12Ø

1

1

2

2

S1

2-20Ø 2-25Ø

1

1

2

2

2-20Ø+2-16Ø 2-20Ø+2-16Ø 2-20Ø+2-16Ø

2-16Ø+2-12Ø

2-20Ø+2-16Ø2-20Ø

2-16Ø+2-12Ø

2-20Ø+2-16Ø 2-20Ø+2-16Ø2-20Ø

2-16Ø+2-12Ø

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

2-16Ø+2-12Ø

3 4

300

2-20Ø

2-12Ø2-16Ø

PCC

SECTION 3-3300

PCC2-25Ø

4-16Ø

2-16Ø

400 400

SECTION 4-4300

PCC2-25Ø

4-16Ø400

S2S2800 800 800800 S2S2800 800 800800800800 S2

S2S2800 800 800800 S2S2800 800 800800800800 S2

S2S2800 800 800800 S2S2800 800 800800800800 S2



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/30



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


ROOF BEAM DETAILS

2

S1

L-SECTION OF ROOFFLOOR BEAM ALONG GRID A (300 X 400)

1

3750

1250

S1

2-16Ø

2-16Ø+2-12Ø

5 6

S1

3

3750

1250

S1

L-SECTION OF ROOFFLOOR BEAM ALONG GRID B (300 X 400) L-SECTION OF ROOFFLOOR BEAM ALONG GRID C (300 X 400)

L-SECTION OF ROOFFLOOR BEAM ALONG GRID D (300 X 400) L-SECTION OF ROOFFLOOR BEAM ALONG GRID E (300 X 400) L-SECTION OF ROOFFLOOR BEAM ALONG GRID F (300 X 400)

1250 1250

L-SECTION OF ROOFFLOOR BEAM ALONG GRID G (300 X 400)

4-16Ø


PCC4-16Ø

2-16Ø400

2-16Ø

2

S1

1

3750

1250

S1

7 8

S1

3

3750

1250

S1

1250 1250

2

S1

1

3750

1250

S1 S1

3

3750

1250

S1

1250 1250

2

S1

1

3750

1250

S1 S1

3

3750

1250

S1

1250 1250

2

S1

1

3750

1250

S1

2-20Ø

S1

3

3750

1250

S1

1250 12502-20Ø

2

S1

1

3750

1250

S1

2-20Ø

S1

3

3750

1250

S1

1250 12502-20Ø

2

S1

1

3750

1250

S1 S1

3

3750

1250

S1

1250 1250

2-12Ø

300

PCC2-16Ø

2-16Ø2-12Ø

4-16Ø 4-16Ø 4-16Ø

2-16Ø+2-12Ø

2-20Ø 2-20Ø 2-16Ø

2-16Ø+2-12Ø

4-16Ø2-16Ø

4-16Ø 4-16Ø 4-16Ø

2-16Ø+2-12Ø

2-20Ø

4-16Ø

2-20Ø+2-16Ø 2-20Ø+2-16Ø

4-16Ø

2-20Ø+2-16Ø 2-20Ø+2-16Ø2-20Ø

4-16Ø

2-20Ø+2-16Ø 2-20Ø+2-16Ø

4-16Ø

2-20Ø+2-16Ø 2-20Ø+2-16Ø

4-16Ø

2-20Ø+2-16Ø

4-16Ø

2-20Ø+2-16Ø 2-20Ø+2-16Ø 2-20Ø+2-16Ø

2-16Ø

2-16Ø+2-12Ø

4-16Ø2-16Ø

4-16Ø 4-16Ø 4-16Ø

2-16Ø+2-12Ø

2-16Ø

2-16Ø+2-12Ø

4-16Ø2-16Ø

4-16Ø 4-16Ø 4-16Ø

2-16Ø+2-12Ø

400

5 6 7 8

5 6

5 6

5 6

5 6

5 6

5 6

7 8

7 8

7 8

7 8


PCC2-20Ø

4-16Ø400

2-16Ø

300

PCC2-20Ø

4-16Ø400

S2800 800800 800 S2 S2800 800800 800 S2 S2800 800800 800 S2

S2800 800800 800 S2S2800 800800 800 S2S2800 800800 800 S2

S2800 800800 800 S2



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/31



PO Box 1439

Thimphu

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CLIENT:

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TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


5525 5125 650 3250 5525 552537

5037

50

A B C D E F G

1

2

3

7500

25600

NOTES:


JAMTHOG BEAM LAYOUT PLAN

Extra PCC

(300 X 400)

(300 X 400)

REFERENCE:


(250 X 350) (250 X 350) (250 X 350)

(250 X 350)

(250 X 350)

(250 X 350) (250 X 350) (250 X 350)

B' F'

1'

2'



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/32



PO Box 1439

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NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


B'

S1

C

S1

5250

F'E

3250 5650

1550 1000

100

D

1000

S1 S1S1

1670 1670

L-SECTION OF ROOFFLOOR BEAM ALONG GRID 1 (250X350)

S1



JAMTHOG BEAM DETAILS

2-16Ø

1

1

2

2

250

PCC2-16Ø

4-12Ø350

2-16Ø+1-12Ø

4-12ØS2700 S2S2

2-16Ø 2-16Ø

4-12Ø 4-12Ø700 700 700700 700

1550

2'2

2025 2025

1'

L-SECTION OF ROOFFLOOR BEAM ALONG GRID 1 (250X350)

3 4

2-16Ø+2-12Ø 2-16Ø+2-12Ø

4-12Ø 4-12Ø

3 4SECTION 3-3 SECTION 4-4

250

PCC2-16Ø

4-12Ø350

250

PCC2-16Ø

350

250

PCC2-16Ø

350

2-16Ø+1-12Ø 2-16Ø+1-12Ø 2-16Ø+1-12Ø 2-16Ø+1-12Ø 2-16Ø+1-12Ø

1-12Ø 2-12Ø

4-12Ø 4-12Ø



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/33



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


Masonry Wall

c

cB

B

300300

DOOR / WINDOW OPENING

LINTEL BAND OVER OPENINGS

LINTEL BAND OVER OPENINGS

DOOR / WINDOW OPENING

SECTION C-C

25075

2-12Ø2-12Ø

250

1-8Ø per boh

BA

2-12Ø

8Ø@150c/c2-12Ø

150 150 2-12Ø

NOTES :

1. LINTEL BAND SHALL BE PROVIDED FOR THE FULL LENGTH OF WALLS.

2. LAP LENGTH OF LINTEL BAND REINFORCEMENT SHALL NOT BE LESS THAN 47XØ OF BAR.

3. LINTEL BAND SHALL EXTEND FROM COLUMN TO COLUMN ENCLOSING PROJECTED WALLS

4. LINTEL BAND REINFORCEMENT SHALL BE PROPERLY ANCHORED TO COLUMNS.

2-12Ø2-12Ø

SECTION B-B250

125INTERNAL

8Ø@150c/c150

SECTION A-A

BA

LINTEL BAND DETAILS



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/34



PO Box 1439

Thimphu

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NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


TYPICAL LAYOUT OF VERTICAL REINFORCEMENT THROUGH PROJECTED WALLS

MASONRY WALL

DETAIL A

LINTEL BANDREINFORCEMENT

10Ø VERTICALREINFORCEMENT

450

2-12ØRCC COLUMN

MASONRY

LINTEL BAND

10Ø VERTICALREINFORCEMENT

SECTION X-X

10Ø AS VERTICAL REINFORCEMENT

VERTICAL REINFORCEMENT

DETAIL B

X X450

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

VERTICAL REINFORCEMENT FOR PROJECTED WALL AND LINTAL ANCHORAGE

1. VERTICAL REINFORCEMENT SHALL BE PROVIDED WITHIN WALLS WHERE WALL ARE PROJECTED OUTWARD FROM THE MAIN BUILDING LINE.2. VERTICAL REINFORCEMENT SHALL EXTEND FROM SECOND FLOOR SLAB/BEAM TO ROOF SLAB/BEAM.3. VERTICAL REINFORCEMENT SHALL BE PROPERLY ANCHORED TO FLOOR SLAB/BEAM AND EMBEDMENT LENGTH SHALL BE NOT LESS THAN 47Ø OF BAR.4. LINTEL BAND SHALL CONTINUE THROUGHOUT THE LENGTH OF WALL.

TYPICAL LINTEL BAND DETAIL AT CORNEROVER NON PROJECTED EXTERNAL WALL

NOTES :



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/35



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


2-12Ø

2-LEGGED 8Ø@100c/c

2-12Ø

800

Slab Reinforcement

800

2-12Ø

2-LEGGED 8Ø@100c/c

C OFCOLUMN

BEAM

(Refer beam details)

C OFCOLUMN

SLAB

REINFORCEMENT

12Ø

per

Boh

1000

622C OF COLUMNL

SLAB

REINFORCEMENT

RCC CORNICE(REFER ARCH.DRAWINGS FORDETAILS)

BRICK WALL

2-12Ø (Per Boh,additional)

3-12Ø

3-12Ø

1000

Slab

Reinforcement

WALL

12Ø per

cornice

12Ø

8Ø@100c/c

8Ø@100c/c

4-12Ø

FIRST FLOOR LEVEL CORNICEFOURTH FLOOR LEVEL CORNICE

FIFTH FLOOR LEVEL CORNICEROOF LEVEL CORNICE

12Ø

L

CORNICE DETAILS DETAILS

C OFCOLUMN L



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/36



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


5525 5125 600 3250 5525 552537

5037

50

A B C D E F G

1

2

3

7500

25600

Extra PCC

UP

NOTES:

1. FLOOR SLAB THICKNESS IS 160 MM2. ROOF SLAB THICKNESS IS 150 MM3. ADOPT SAME SECTION DETAILS FOR ALL SLABS4. ADOPT DIFFERENT DETAILS FOR ROOF SLAB.

REFERENCE:

1. REFER DRG. NO. STR/38 FOR GROUND FLOOR SLAB BOTTOM REINFORCEMENT PLAN.2. REFER DRG. NO. STR/39 FOR LOWER GROUND FLOOR SLAB TOP REINFORCEMENT PLAN3. REFER DRG. NO. STR/40 FOR SLAB SECTION DETAILS.4. REFER DRG. NO. STR/36 FOR CORNICE DETAILS

FIRST/SECOND & THIRD FLOOR SLAB LAYOUT PLAN

LIFT

750



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/37



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


5525 5125 600 3250 5525 5525

3750

3750

A B C D E F G

1

2

3

7500

25600

Extra PCC

UP

YY

X

X

LIFT

10Ø@150 C/C 10Ø@150 C/C 10Ø@150 C/C10Ø@150 C/C

10Ø@150 C/C 10Ø@150 C/C 10Ø@150 C/C10Ø@150 C/C

FIRST/SECOND & THIRD FLOOR SLAB BOTTOM REINFORCEMENT

10Ø@

150 C/C

10Ø@

150 C/C

10Ø@

150 C/C

10Ø@

150 C/C



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/38



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


5525 5125 650 3250 5525 5525

3750

3750

A B C D E F G

1

2

3

7500

25600

Extra PCC

UP

FIRST/SECOND & THIRD FLOOR SLAB TOP REINFORCEMENT

LIFT YY

X

X

10Ø@150 C/C 10Ø@150 C/C 10Ø@150 C/C10Ø@150 C/C

10Ø@150 C/C 10Ø@150 C/C 10Ø@150 C/C10Ø@150 C/C

10Ø@

150 C/C

10Ø@

150 C/C

10Ø@

150 C/C

10Ø@

150 C/C



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/39



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


5525

10Ø@150 C/C10Ø@150 C/C

10Ø@150 C/C10Ø@150 C/C

10Ø@150 C/C10Ø@150 C/C

SECTION Y-Y

1650 1875 1650

A B

5125

10Ø@150 C/C10Ø@150 C/C

10Ø@150 C/C10Ø@150 C/C

10Ø@150 C/C10Ø@150 C/C

1550 1675 1550

C

SLAB SECTION DETAILS

NOTES:

1. FLOOR SLAB THICKNESS IS 160 MM

2. ROOF SLAB THICKNESS IS 150 MM

3. ADOPT SAME SECTION DETAILS FOR ALL SLABS

4. ADOPT DIFFERENT DETAILS FOR ROOF SLAB.

3250

10Ø@150 C/C10Ø@150 C/C

10Ø@150 C/C10Ø@150 C/C

10Ø@150 C/C10Ø@150 C/C

1000 900

D

5525

10Ø@150 C/C10Ø@150 C/C

10Ø@150 C/C10Ø@150 C/C

GE F

5525

1000 1650 1875 16501650 1875 1650

3750

10Ø@150 C/C10Ø@150 C/C

10Ø@150 C/C10Ø@150 C/C

10Ø@150 C/C10Ø@150 C/C

SECTION X-X

1150 1100 1150

1

10Ø@150 C/C10Ø@150 C/C

10Ø@150 C/C10Ø@150 C/C

32

3750

1150 1100 1150



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/40



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


5525 5125 600 3250 5525 5525

3750

3750

A B C D E F G

1

2

3

7500

25600

Extra PCC

UP

FOURTH FLOOR SLAB LAYOUT PLAN

LIFT

750

NOTES:


REFERENCE:




AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/41



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


5525 5125 600 3250 5525 5525

3750

3750

A B C D E F G

1

2

3

7500

25600

Extra PCC

UP

YY

X

X

LIFT

10Ø@150 C/C 10Ø@150 C/C 10Ø@150 C/C10Ø@150 C/C

10Ø@150 C/C 10Ø@150 C/C 10Ø@150 C/C10Ø@150 C/C

FOURTH FLOOR SLAB BOTTOM REINFORCEMENT

10Ø@

150 C/C

10Ø@

150 C/C

10Ø@

150 C/C

10Ø@

150 C/C



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/42



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


5525 5125 650 3250 5525 5525

3750

3750

A B C D E F G

1

2

3

7500

25600

Extra PCC

UP

FOURTH FLOOR SLAB TOP REINFORCEMENT

LIFT YY

X

X

10Ø@150 C/C10Ø@150 C/C

10Ø@150 C/C10Ø@150 C/C

12Ø@150 C/C

12Ø@150 C/C12Ø@150 C/C

12Ø@

150 C/C

12Ø@

150 C/C

12Ø@

150 C/C

12Ø@

150 C/C



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/43



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


5525

10Ø@150 C/C

10Ø@150 C/C

10Ø@150 C/C10Ø@150 C/C

10Ø@150 C/C

10Ø@150 C/C

SECTION Y-Y

1650 1875 1650

A B

5125

10Ø@150 C/C

10Ø@150 C/C

10Ø@150 C/C10Ø@150 C/C

10Ø@150 C/C

10Ø@150 C/C

1550 1675 1550

C


NOTES:




4. ADOPT DIFFERENT DETAILS FOR ROOF SLAB.

3250

10Ø@150 C/C

10Ø@150 C/C

10Ø@150 C/C10Ø@150 C/C

10Ø@150 C/C

10Ø@150 C/C

1000 900

D5525

10Ø@150 C/C

10Ø@150 C/C

10Ø@150 C/C10Ø@150 C/C

GE F

5525

1000 1650 1875 16501650 1875 1650

3750

10Ø@150 C/C

10Ø@150 C/C

10Ø@150 C/C10Ø@150 C/C

10Ø@150 C/C

10Ø@150 C/C

SECTION X-X

1150 1100 1150

1

10Ø@150 C/C

10Ø@150 C/C

10Ø@150 C/C10Ø@150 C/C

32

3750

1150 1100 1150



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/44



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


5525 5125 600 3250 5525 5525

3750

3750

A B C D E F G

1

2

3

7500

25600

Extra PCC

FIFTH/ROOF FLOOR SLAB LAYOUT PLAN

LIFT

750

NOTES:


REFERENCE:




AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/45



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


5525 5125 600 3250 5525 5525

3750

3750

A B C D E F G

1

2

3

7500

25600

Extra PCC

YY

X

X

LIFT

10Ø@150 C/C 10Ø@150 C/C 10Ø@150 C/C10Ø@150 C/C

10Ø@150 C/C 10Ø@150 C/C

10Ø@150 C/C

10Ø@150 C/C

FIFTH/ROOF FLOOR SLAB BOTTOM REINFORCEMENT

10Ø@

150 C/C

10Ø@

150 C/C

10Ø@

150 C/C

10Ø@

150 C/C

10Ø@150 C/C



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/46



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


5525 5125 650 3250 5525 5525

3750

4750

A B C D E F G

1

2

3

7500

25600

FIFTH/ROOF FLOOR SLAB TOP REINFORCEMENT

LIFT YY

X

X

12Ø@150 C/C

10Ø@150 C/C

12Ø@150 C/C

10Ø@150 C/C

12Ø@150 C/C10Ø@150 C/C

12Ø@150 C/C

10Ø@150 C/C

12Ø@

150 C/C

12Ø@

150 C/C

12Ø@

150 C/C

12Ø@

150 C/C

10Ø@150 C/C



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/47



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

PGT-2405

AutoCAD SHX Text


5525

12Ø@150 C/C

10Ø@150 C/C

10Ø@150 C/C10Ø@150 C/C

10Ø@150 C/C

10Ø@150 C/C

SECTION Y-Y

1650 1875 1650

A B

5125

10Ø@150 C/C

10Ø@150 C/C

10Ø@150 C/C10Ø@150 C/C

10Ø@150 C/C

10Ø@150 C/C

1550 1675 1550

C


NOTES:




4. ADOPT DIFFERENT DETAILS FOR ROOF SLAB.5. ALL THE SLAB TOP REINFORCEMENT IN THE PROJECTED AREAS SHALL BE OF 12Ø

3250

10Ø@150 C/C

10Ø@150 C/C

10Ø@150 C/C10Ø@150 C/C

10Ø@150 C/C

10Ø@150 C/C

1000 900

D5525

10Ø@150 C/C

10Ø@150 C/C

10Ø@150 C/C10Ø@150 C/C

GE F

5525

1000 1650 1875 16501650 1875 1650

3750

10Ø@150 C/C

10Ø@150 C/C

10Ø@150 C/C10Ø@150 C/C

10Ø@150 C/C

10Ø@150 C/C

SECTION X-X

1150 1100 1150

1

10Ø@150 C/C

10Ø@150 C/C

10Ø@150 C/C10Ø@150 C/C

32

3750

1150 1100 1150

12Ø@150 C/C

12Ø@150 C/C



AS MENTIONED

SCALE:-

DATE:-DEC, 2017

G.M ( D&PS)

CEO (NHDCL)


STR/48



PO Box 1439

Thimphu

DRAWING NO:

CLIENT:

RICBL


TASHI NAMGYAL

NTS

THRAM NO.

PLOT NO.

2035

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AutoCAD SHX Text


REINFORCEMENT AT OPENINGS

150

8Ø@150c/c

SECTION A-A

2-12Ø2-12ØAA

OPENING

200

TYPICAL DETAIL FOR OPENING IN THEMIDDLE OF SLAB

600600

BEA

M U

ND

ER

TYPICAL DETAIL FOR OPENING NEARBEAM

800

2NOS-10Ø(BOTH TOP AND BOTTOM)

600 2NOS-10Ø(BOTH TOP AND BOTTOM)

BARS TO BE FULLYANCHORED TO BEAM






800

600

OPENING DETAILS



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AutoCAD SHX Text


500500

350

SECTION 2-2350

SECTION 1-1

2-25Ø4-25Ø

4-25Ø4-25Ø

2-16Ø

3250

UP

D E

1

2

INTERMEDIATELANDING

A

A

B

B

1250

2950

800

STAIRCASE LAYOUT PLAN

65

S1

1000 1000

3250

1000 S2

1 2

1 2

L-SECTION OF LANDING BEAM

4-25Ø

4-25Ø

1000S1

4-25Ø2-25Ø

2-16Ø



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AutoCAD SHX Text


SECTION B-B

600950

950600

10Ø@150c/c12Ø@150c/c

WAIST SLAB THICKNESS =160TREAD =300RISER =175

12Ø@150c/c

10Ø@150c/c

12Ø@150c/c

10Ø@150c/c12Ø@150c/c

LANDING BEAM

LANDING

X

NUMBER OF STEPS= 20

1750

10Ø@170c/c

12Ø@150c/c

12Ø@150c/c

1500

STAIRCASE SECTION

175

300

DETAIL X

10Ø@150 c/c

12Ø@150 c/c

150

1-10Ø

10Ø300C/C

600950

950600

10Ø@150c/c 12Ø@150c/c

12Ø@150c/c

10Ø@150c/c

12Ø@150c/c

10Ø@150c/c12Ø@150c/c

LANDING BEAM

LANDING

X

1750

10Ø@170c/c

12Ø@150c/c1500

12

SECTION A-A

1150



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5525 5125 600 3250 5525 5525

3750

3750

A B C D E F G

1

2

3

7500

25600

ROOF TRUSS LAYOUT PLAN

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

T1 T1 T2 T2 T1 T1 T1T2 T2 T2 T2 T2 T2 T2T2T1

2100 1842 1842 1842 1708 1708 1708 600 1563 1687 1842 1842 1842 1842 1842 1842 2100



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PO Box 1439

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THRAM NO.

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AutoCAD SHX Text


5525 5125 600 3250 5525 5525

3750

3750

A B C D E F G

1

2

3

7500

25600

PURLIN LAYOUT PLAN

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE


958

958

958

958

958

958

15095

895

895

895

895

895

7



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PO Box 1439

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THRAM NO.

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AutoCAD SHX Text


5525 5125 600 3250 5525 5525

3750

3750

A B C D E F G

1

2

3

7500

25600

JAMTHOG ROOF TRUSS LAYOUT PLAN

SLOPE

SLOPE


SLOPE

SLOPE

T3 T3 T3 T3 T3 T3 T3 T3 T3

1708 1708 1708 600 1563 1687 1842 1842 1842 1842



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PO Box 1439

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AutoCAD SHX Text


5525 5125 600 3250 5525 5525

3750

3750

A B C D E F G

1

2

3

7500

25600

JAMTHOG PURLIN LAYOUT PLAN

SLOPE

SLOPE


SLOPE

SLOPE

T3 T3 T3 T3 T3 T3 T3 T3 T3

933

933

933

150

933

933

933



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AutoCAD SHX Text


TRUSS ELEVATION

5981

13271439

1587

446712

9781243

2100 1250 1250 1250

T1

5981

13271439

1587

446712

978

2100125012501250

12°

2100 855

T2

705 4382

446 628 778965 944

2100855705

446628778 965944

1038 1038

3014

2904825

175396

11101052

10381038

3014

2904825

175396

616 11101052

T3



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AutoCAD SHX Text


B

PropF

strut(Inclined)

STEEL TUBES SIZE

E

A

Strut(Vertical)Prop

D

PURLIN

MEMBER

NOTES:

TOP & BOTTOM CHORD

TRUSS MEMBER SCHEDULE (MAIN TRUSS)

1. ALL WELDING SHOULD BE FILLET WELD OF MINIMUN 4 MM THICK2. SIZE OF COMPLETE PENETRATION BUTT WELD GREATER THAN EQUAL TO MEMBER THICKNESS3. STEEL GRADE ST35 (Yst 22 GRADE)

STRUT (VERTICAL)

C

Top Chord

Bottom Chord

88.90 ODM, 8.430 Kg/m

SECTION THICKNESS, (mm)

3.60

3.20

4.00OD- Outer Diamter, M- medium

60.3 ODM, 5.03 Kg/m

48.3 ODM, 3.56 Kg/m

3.2048.3 ODM, 3.56 Kg/m

TRUSS MEMBER SCHEDULE (MAIN TRUSS)

STRUT (INCLINED)



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AutoCAD SHX Text


B

PropF

strut(Inclined)

STEEL TUBES SIZE

E

A

Strut(Vertical)Prop

D

PURLIN

MEMBER

NOTES:

TOP & BOTTOM CHORD

TRUSS MEMBER SCHEDULE (JAMTHO TRUSS)

1. ALL WELDING SHOULD BE FILLET WELD OF MINIMUN 6 MM THICK2. SIZE OF COMPLETE PENETRATION BUTT WELD GREATER THAN EQUAL TO MEMBER THICKNESS3. STEEL GRADE ST35 (Yst 22 GRADE)

STRUT (VERTICAL)

C

Top Chord

STRUT (INCLINED)

Bottom Chord

SECTION THICKNESS, (mm)

3.60

3.20

3.20

OD- Outer Diamter, M- medium

48.30 ODM, 3.590 Kg/m

60.3 ODM, 5.070 Kg/m

48.30 ODM, 3.590 Kg/m

60.3 ODM, 5.070 Kg/m 3.60

TRUSS MEMBER SCHEDULE (JAMTHO TRUSS)



AS MENTIONED

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AutoCAD SHX Text


4 MM WELD

RAFTERRAFTER

STRUT (INCLINED)

VERTICAL STRUT

DETAIL - A

STRUT (INCLINED)

INCLINED TIE

DETAIL B

120 X 80 X 5 MM PURLINCLEAT

PRINCIPALRAFTER

WELD

STRUTS

PURLINS

WASHER 4 MM THICK

STRUTS

BOTTOMTIE

DETAIL C

PURLIN

120 x80x 5 mmPURLIN CLEAT PRINCIPAL RAFTER

BOTTOM TIE

DETAIL DMS Flat25x25x4mm

RCC PROP

20mm nuts, 250mm long and bolts(4 Nos)

DETAIL E

MS Flat 8 mmsize=150mmx150mm

MS Flat 8mm size=150X150mm

WASHER 3 MM THICK

STRUTS

BOTTOMTIE

DETAIL F

BOTTOMTIE

STRUTS

MS Flat 8mm size=150X150mmwelded to bottom chord

MS Flat25x25x4mm

RCC PROP


MS Flat 8mmsize=150mmx150mm

150

150

TOP VIEW OF JOINT B& C & ANCHORAGE JOINTS

4nos. 20 mm nut and bolts

TRUSS CONNECTION DETAILS



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AutoCAD SHX Text


4 MM WELD

RAFTER

BASE PLATETRUSS HOLDING

4-20Ø, 75MM LONG

PURLIN-RAFTER

(TOP VIEW)CONNECTION DETAILS

RAFTER

5 mm MS steel plate welded to steel tubular rafter

PURLIN

PURLIN

150x150x8MM BASE PLATE

RCC PROP

4-20Ø, 250MM LONG

TRUSS HOLDING DETAILS

8Ø@75c/c

HIGH DENSITYNUTS & BOLTS

VERTICAL STRUT

VERTICAL STRUT

TIE/ BOTTOM CHORD

HIGH DENSITYNUTS & BOLTS

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

NOTES:

5 MM WELD

150

150

30

90

30

35 3580

120 x80x 5 mmPURLINCLEAT

Bottom Chord4 MM Weld

PURLIN-RAFTER

(SIDE VIEW)CONNECTION DETAILS

PURLIN

TOP CHORD

4 MM Weld

PURLIN-RAFTER

(END VIEW)CONNECTION DETAILS

120 x80x 5 mmPURLIN CLEAT



AS MENTIONED

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AutoCAD SHX Text


RCC PROP

PROP DETAILS

8Ø@75c/c

SECTION A-A

4-16

Ø

250

250

A AH

1. FOR A FLEXIBLE SUPPORT, HOLDING DOWN BOLTS TO BE TIGHT 75 %2. OVAL SHAPED SOLE PLATE HOLE FOR FLEXIBLE SUPPORT3. SAME SUPPORT DETAILS TO PROVIDED AS SHOWN IN ROOF TRUSS LAYOUT PLAN.

NOTES:

MS Flat25x25x4mm

RCC PROP


FLEXIBLE SUPPORT DETAIL

MS Flat 8mm size=150mmx150mmon top of tie beam

MS Flat 8mm size=150X150mmplaced on a RCC prop

Washer 4 mm thick

STRUTS

BOTTOMTIE

MS Flat 8mm size=150X150mmwelded to bottom chord

BASE/SOLE PLATESECTION

RCC PROP

SOLE PLATE

BASE PLATE150


8 mm Sole Plate

SOLE PLATE FORFLEXIBLE SUPPORT

Oval shaped sole plate

150

150


8 mm Thick Sole Plate

SOLE PLATE FORFIXED SUPPORT

Circular shaped sole plate

150

150

8 mm Thick Base Plate

BASE PLATE FOR BOTHFIXED/FLEXIBLE SUPPORT

Circular shapedHole in Base Plate

NOTE:H= HEIGTH OF PROP (REFER ARCHITECTURAL DRAWING FORPROP HEIGHT



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PO Box 1439

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AutoCAD SHX Text


structural drawings - ricb.bt drawing deki lane.pdf · drg. no. drawing title date of issue str/01...

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