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, 2017DECEMBER, 2017
DECEMBER, 2017
DECEMBER, 2017DECEMBER, 2017
DECEMBER, 2017
DECEMBER, 2017
DECEMBER, 2017DECEMBER, 2017
DECEMBER, 2017
DECEMBER, 2017
DECEMBER, 2017
DECEMBER, 2017
DECEMBER, 2017DECEMBER, 2017
DECEMBER, 2017
STR/14
DECEMBER, 2017
STR/57
STR/00STR/00
Main Roof Truss layout plan
STR/03
DECEMBER, 2017STR/04
DECEMBER, 2017STR/07
DECEMBER, 2017
STR/10
DECEMBER, 2017STR/12
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, 2017STR/35
DECEMBER, 2017STR/36
DECEMBER, 2017
STR/37
DECEMBER, 2017STR/38
DECEMBER, 2017
Fourth Floor Beam Layout Plan
STR/39
DECEMBER, 2017STR/40
DECEMBER, 2017
STR/41
DECEMBER, 2017
STR/42
DECEMBER, 2017STR/43
DECEMBER, 2017STR/44
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
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.
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
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.
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
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
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/01
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
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:
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/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
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/02
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
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
BOTTOM REBARIN B-DIRECTION
TOP REBAR INBOTH DIRECTION
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)
50 MM THICK PCC (1:3:6)150 MM THICK STONE SOLINGWELL-COMPACTED EARTH
100 PCC SLAB(1:2:4)PLINTH BEAMBRICK WALL
RL ± 0.000 M
d
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/03
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
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
BOTTOM REBARIN B-DIRECTION
TOP REBAR INBOTH DIRECTION
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)
50 MM THICK PCC (1:3:6)150 MM THICK STONE SOLINGWELL-COMPACTED EARTH
100 PCC SLAB(1:2:4)PLINTH BEAMBRICK WALL
RL ± 0.000 M
d
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/04
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
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
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/05
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
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
Special confiningzone
S1 S165
0
FIRST FLOOR LEVEL650
650
ROOF LEVEL
S1S1
650
S2
Ld
Splicng
3500
S1
650
Non splicing zone
Special confiningzone
Special confiningzone
S1
Special confiningzone
Special confiningzone
Specialconfining zoneSpecial
confining zone
Specialconfining zone
Specialconfining zone
Splicng
Special confiningzone
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
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/06
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
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
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/07
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
COLUMN SPLICE 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
Special confiningzone
650
FIRST FLOOR LEVEL650
650
ROOF LEVEL
S1S1
650
S2
Ld
Splicng
3500
S1
650
Non splicing zone
Special confiningzone
Special confiningzone
Special confiningzone
Special confiningzone
Specialconfining zoneSpecial
confining zone
Specialconfining zone
Specialconfining zone
Splicng
Special confiningzone
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
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/08
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
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
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/09
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
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
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/10
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
5525 5125 650 3250 5525 5525
3750
3750
A B C D E F G
1
2
3
7500
25600
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.
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:
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.
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/11
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
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
L-SECTION OF PLINTH BEAM ALONG GRID 1 (300x450)
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
L-SECTION OF PLINTH BEAM ALONG GRID 2 (300x400)
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
L-SECTION OF PLINTH BEAM ALONG GRID 2 (300x450)
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
L-SECTION OF PLINTH BEAM ALONG GRID 3 (300x400)
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
L-SECTION OF PLINTH BEAM ALONG GRID 3 (300x450)
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
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/12
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
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
SECTION 10-10SECTION 9-9
2-25Ø
450
300
PCC
2-20Ø
4-20Ø
2-16Ø
SECTION 12-12SECTION 11-11
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.
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/13
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
5525 5125 650 3250 5525 5525
3750
3750
A B C D E F G
1
2
3
7500
25600
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.
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:
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.
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/14
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
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
SECTION 4-4SECTION 3-3
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
SECTION 6-6SECTION 5-5300
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
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/15
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
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)
SECTION 12-12SECTION 11-11
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
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/16
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
5525 5125 650 3250 5525 5525
3750
3750
A B C D E F G
1
2
3
7500
25600
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.
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:
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.
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/17
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
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)
Stirrups Details S1 = 8Ø @100c/c S2 = 8Ø @150c/c
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
SECTION 4-4SECTION 3-3
4-25Ø
2-20Ø
300
2-20ØPCC
2-25Ø
2-25Ø2-20Ø
550
2-12Ø
550
300
PCC
2-25Ø
2-25Ø
2-20Ø
SECTION 6-6SECTION 5-5300
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
SECTION 10-10SECTION 9-9300
2-20ØPCC
2-25Ø
2-25Ø2-20Ø
550 2-20Ø2-20Ø
300
PCC
2-25Ø
2-25Ø
550 2-20Ø2-20Ø
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/18
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
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)
SECTION 12-12SECTION 11-11
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
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/19
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
5525 5125 650 3250 5525 5525
3750
3750
A B C D E F G
1
2
3
7500
25600
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.
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:
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.
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/20
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
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
Stirrups Details S1 = 8Ø @100c/c S2 = 8Ø @150c/c
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
SECTION 6-6SECTION 5-5300
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
SECTION 8-8SECTION 7-7300
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
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/21
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
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
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/22
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
5525 5125 650 3250 5525 552537
5037
50
A B C D E F G
1
2
3
7500
25600
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.
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:
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.
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/23
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
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)
SECTION 2-2SECTION 1-1
Stirrups Details S1 = 8Ø @100c/c S2 = 8Ø @150c/c
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
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/24
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
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
SECTION 4-4SECTION 3-3300
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
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/25
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
5525 5125 650 3250 5525 5525
3750
3750
A B C D E F G
1
2
3
7500
25600
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.
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:
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.
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/26
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
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)
SECTION 2-2SECTION 1-1
Stirrups Details S1 = 8Ø @100c/c S2 = 8Ø @150c/c
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
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/27
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
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
SECTION 4-4SECTION 3-3300
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
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/28
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
5525 5125 650 3250 5525 5525
3750
3750
A B C D E F G
1
2
3
7500
25600
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.
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:
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.
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/29
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
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)
SECTION 2-2SECTION 1-1
Stirrups Details S1 = 8Ø @100c/c S2 = 8Ø @150c/c
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
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/30
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
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
SECTION 6-6SECTION 5-5300
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
SECTION 8-8SECTION 7-7300
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
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/31
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
5525 5125 650 3250 5525 552537
5037
50
A B C D E F G
1
2
3
7500
25600
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.
JAMTHOG BEAM LAYOUT PLAN
Extra PCC
(300 X 400)
(300 X 400)
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.
(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'
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/32
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
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
SECTION 2-2SECTION 1-1
Stirrups Details S1 = 8Ø @100c/c S2 = 8Ø @150c/c
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
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/33
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
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
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/34
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
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
LINTEL 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)
LINTEL BANDREINFORCEMENT
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 :
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/35
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
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
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/36
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
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
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/37
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
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
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/38
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
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
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/39
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
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
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/40
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
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:
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
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/41
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
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
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/42
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
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
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/43
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
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
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/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
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/44
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
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:
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
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/45
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
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
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/46
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
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
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/47
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
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
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.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
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/48
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
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
2NOS-10Ø(BOTH TOP AND BOTTOM)
2NOS-10Ø(BOTH TOP AND BOTTOM)
2NOS-10Ø(BOTH TOP AND BOTTOM)
2NOS-10Ø(BOTH TOP AND BOTTOM)
2NOS-10Ø(BOTH TOP AND BOTTOM)
800
600
OPENING DETAILS
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/49
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
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
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/50
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
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
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/51
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
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
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/52
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
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
T1 T1 T2 T2 T1 T1 T1T2 T2 T2 T2 T2 T2 T2T2T1
958
958
958
958
958
958
15095
895
895
895
895
895
7
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/53
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
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
T1 T1 T2 T2 T1 T1 T1T2 T2 T2 T2 T2 T2 T2T2T1
SLOPE
SLOPE
T3 T3 T3 T3 T3 T3 T3 T3 T3
1708 1708 1708 600 1563 1687 1842 1842 1842 1842
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/54
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
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
T1 T1 T2 T2 T1 T1 T1T2 T2 T2 T2 T2 T2 T2T2T1
SLOPE
SLOPE
T3 T3 T3 T3 T3 T3 T3 T3 T3
933
933
933
150
933
933
933
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/55
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
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
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/56
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
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)
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/57
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
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)
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/58
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
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
20mm nuts, 250mm long and bolts(4 Nos)
MS Flat 8mmsize=150mmx150mm
150
150
TOP VIEW OF JOINT B& C & ANCHORAGE JOINTS
4nos. 20 mm nut and bolts
TRUSS CONNECTION DETAILS
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/59
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
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
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/60
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
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
20mm nuts, 250mm long and bolts(4 Nos)
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
4nos. 20 mm nut and bolts
8 mm Sole Plate
SOLE PLATE FORFLEXIBLE SUPPORT
Oval shaped sole plate
150
150
4nos. 20 mm nut and bolts
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
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/61
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