STRUCTURAL DRAWING 66/33kV SUBSTATION CONTROL …

STRUCTURAL DRAWING

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66/33kV SUBSTATION CONTROL ROOM BUILDING JAMTSHOLING, SIPSOO BHUTAN POWER CORPORATION LIMITED

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-DRAWINGS SHALL NOT BE SCALED. ONLY WRITTEN DIMENSIONS ARE TO BE

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-THE DEPTH OF FOUNDATION SHALL EXTENDED TO A MINIMUM OF THE SPECIFIED DEPTH OR TO A STABLE HARD STRATA WHICHEVER IS MORE.

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-FOR POSITION AND SIZE OF CUTOUT IN R.C SLAB PLEASE REFER TO THE CORRESPONDING DRAWINGS OF OTHER DECIPLINE, UNLESS SHOWN OTHERWISE.

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-ALL DIMENSIONS ARE IN MILIMETER UNLESS NOTED OTHERWISE.

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GENERAL NOTES

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CONCRETE WORKS:

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-ALL STRUCTURAL REINFORCED CONCRETE WORKS SHALL BE WITH MIX CONCRETE GRADE OF M20 UNLESS SPECIFIED OTHERWISE.

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-AGGREGATE FOR ALL RCC WORKS SHALL BE WELL GRADED AND MAXIMUM SIZE OF 20MM UNLESS STATED OTHERWISE

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-LEAN CONCRETE FOR FILLING UNDER FOUNDATION SHALL BE 1:4:8 WITH AGGT. OF 40MM.

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-LOCATION OF CONSTRUCTION JOINTS IF ANY IN STRUCTURAL CONCRETE SHALL BE AS PER THE APPROVAL TAKEN FROM THE ENGINEER-IN-CHARGE BEFORE EXECUTION.

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-ALL EXPOSED CONCRETE SURFACES SHALL BE NEAT PLASTER FINISHES.

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REINFORCEMENTS:

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-ALL REINFORCEMENT BARS SHOWN AS ARE Fe 500 (TMT).

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-SPLICING/LAPPING OF BARS SHALL BE STAGGERED AND IN NO CASE MORE THAN 50% BARS SHALL BE LAPPED AT ANY SECTION.

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-LAPPING OF BARS FOR BEAMS & SLABS SHALL BE AVOIDED IN THE MAXIMUM TENSION ZONES.

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-REINFORCEMENT SHALL BE SUITABLY ADJUSTED AT SITE TO CLEAR POCKETS, BOLTS, OPENINGS, CUTOUTS ETC... AS CHECKED BY THE ENGINEER IN CHARGE UNLESS SHOWN OTHERWISE IN THE DRAWINGS.

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DESIGN CONFIRMS TO:

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-IS-456:2000 - CONCRETE DESIGN

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-IS-13920:1993 - DUCTILE DETAILING OF REINFORCE CONCRETE STRUCTURES SUBJECTED TO SEISMIC FORCES.

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-IS-1893:2002 - CRITERIA FOR EARTHQUAKE RESISTANT DESIGN OF STRUCTURES & BUILDING CODE OF BHUTAN 2003.

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FOLLOWED.

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NOMINAL LOADS USED FOR DESIGN OF STRUCTURE:

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-UNIT WEIGHT OF RCC = 25KN/M3

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-UNIT WEIGHT OF BRICK = 20KN/M3

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-LIVE LOAD FOR ROOF = 0.75KN/M2

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-LIVE LOAD FOR STAIRCASE = 3 KN/M2

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-LIVE LOAD FOR FLOOR SLAB = 3 KN/M2

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-WIND LOAD IN ACCORDANCE WITH IS 875, PART 3 ASSUMING WIND SPEED OF 44M/S

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-WATER CEMENT RATIO SHALL BE MAXIMUM OF 0.55.

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-MINIMUM CLEAR CONCRETE COVER FROM THE OUTSIDE FACE OF THE MAIN BAR AS PER IS 456 2000 SHALL BE AS FOLLOWS.

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-FOUNDATION

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-COLUMN

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-BEAM

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-SLAB AND STAIRCASE

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= 40MM

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= 50MM

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= 25MM

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= 20MM

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-BEARING CAPACITY OF SOIL FOR DESIGN WORKS= 120KN/M2

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-DO NOT PLACE ANY CONDUITS AND OTHER PIPES THROUGH BEAMS & COLUMNS UNLESS APPROVAL FROM THE STRUCTURAL ENGINEER

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-READ THIS DRAWINGS IN CONJUNCTION WITH ARCHITECTS' AND OTHER RELEVANT ENGINEERS' DRAWING.

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-SP 34 : 1987 - HAND BOOK ON CONCRETE REINFORCEMENT AND DETAILING

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-CONCRETE SHALL BE VIBRATED BY USING NEEDLE VIBRATORS PROPERLY AS PER STANDARD CODE OF PRACTICE.

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-UNIT WEIGHT OF PCC = 24KN/M3

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-UNIT WEIGHT OF CEMENT MORTAR = 20KN/M3

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FOUNDATION:

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-IS-806 - DESIGN OF STEEL STRUCTURES

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-ALL CONSTRUCTION SHALL BE CARRIED OUT AS PER THE SPECIFICATION GIVEN IN THE CONTRACT DOCUMENT.

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-LIVE LOAD FOR CORRIDOR SLAB = 3 KN/M2

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-LIVE LOAD FOR TOILETS = 2 KN/M2

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TITLE

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NTS

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FEBRUARY 2021

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CONTROL ROOM BUILDING

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66kV SUBSTATION JAMTSHOLING/CONTROLROOM/STRUCTURAL/01

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BHUTAN POWER CORPORATION LTD

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CONSTRUCTION OF 66/33kV SUBSTATION AT JAMTSHOLING, SIPSOO

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D.KINLEY (MPE-CIVIL)

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TRANSMISSION CONSTRUCTION DEPARTMENT

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FOUNDATION LAYOUT PLAN

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NTS

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FEBRUARY 2021

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SL/ NO

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FOOTINGS TYPE

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LENGTH(Lx)

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BOTTOM REINFORCEMENTS

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X-DIRECTION

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12 @180mmc/c

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SCHEDULE OF FOOTINGS

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FOOTING SIZE

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DEPTH(D)

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WIDTH(Ly)

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325

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1800

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1800

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ISOLATED FOOTING

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F1

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DEPTH OF FOUNDATION(DF)

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1500

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Y-DIRECTION

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12 @180mmc/c

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TOP REINFORCEMENTS

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X-DIRECTION

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12 @200mmc/c

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Y-DIRECTION

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12 @200mmc/c

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GL

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Lean concrete

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Stone soiling

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100mm thick,P.C.C 1:4:8 over stone soiling

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150mm stone soiling over leveled and compacted earth

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Filled Soil

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Top reinforcement

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Y

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Bottom reinforcement

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GL

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SECTIONAL ELEVATION FOR ISOLATED FOOTING

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ISOLATED FOOTING REBAR LAYOUT PLAN

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INTERNAL WALL FOUNDATION DETAILS FOR 250mm WALL

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EXTERNAL WALL FOUNDATION DETAILS FOR 250mm WALL

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250mm brick wall

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Column

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Damp proof course

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Plinth beam refer details

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GL

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RRM wall in 1:5 CM

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P.C.C 1:4:8,40mm aggregates 100mm

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Stone soling 150mm thick

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250mm brick wall

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Column

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Damp proof course

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Plinth beam refer details

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RRM wall in 1:5 CM

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P.C.C 1:4:8,40mm aggregates 100mm

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Stone soling 150mm thick

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12 @170mmc/c

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375

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2400

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2400

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ISOLATED FOOTING

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F2

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1500

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12 @170mmc/c

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12 @200mmc/c

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12 @200mmc/c

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12 @180mmc/c

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300

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1400

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1400

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ISOLATED FOOTING

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F3

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1500

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12 @180mmc/c

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12 @200mmc/c

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12 @200mmc/c

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FEBRUARY 2021

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OWNER

2 legged Ties8mmTMT

12-25TMT

+4-20TMT

2 legged Ties8mmTMT

12-16TMT

2 legged Ties8mmTMT

8-16TMT

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PLINTH BEAM

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BEAM

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BEAM

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BEAM

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NOTE:- 1. No lapping shall be allowed for column bars. 2. Special confining steel shall be provided as shown in the drawing and should continue at least 500mm on either sides of the beams;

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C1

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COLUMN

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SIZE

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REINFORCEMENTS

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12-16

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8 @ 150 C/C

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8 @ 100 C/C

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COLUMN DETAIL

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SCHEDULE FOR COLUMN

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TIES

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ANCHORING ENDS OF STIRRUPS

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2 LEGGED LINKS

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COLUMN & JOINT DETAILING

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LdLd

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SL.NO

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LONGITUDINAL

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TIES

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NORMAL

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SPECIAL CONFINING

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350x500

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C2

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12-25 +4-20

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8 @ 150 C/C

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8 @ 100 C/C

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450x500

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8-16

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8 @ 150 C/C

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8 @ 100 C/C

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350x350

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OWNER

SECTION A-A

2 legged 8TMT

@ 100mm c/c

4-16TMT

3-16TMT

SECTION B-B

2 legged 8TMT

@ 130mm c/c350

300300

350

2-16TMT

3-16TMT

A

A

S1

S1

A

A

A

A

S1

B

B

S2

S1

A

A

A

A

S1

S1

A

A

A

A

S1

B

B

S2

B

B

S2

B

B

S2

A

A

S1

B

B

S2

A

A

S1

SECTION A-A

2 legged 8TMT

@ 100mm c/c

4-16TMT

3-16TMT

SECTION B-B

2 legged 8TMT

@ 130mm c/c

300300

2-16TMT

3-16TMT

575

575

S1

A

A

S1

A

A

A

A

S1

S1

A

A

S1

A

A

B

B

S2

B

B

S2

A

A

S1

S1

A

A

A

S1

B

B

S2

S1

A

A

A

A

S1

S1

A

A

A

A

S1

B

B

S2

B

B

S2

B

S2

A

A

S1

B

B

S2

A

A

S1

A

S1

ABA

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Y1

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Y7

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ROOF BEAM

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GRID X1 & X4

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S1= 8mm @ 100mm c/c for 2D (Unless stated in the beam section)S2= 8mm @ 140mm c/c between two S1 (Unless stated in the beam section)Curtailment distances are given above the roof beam level Development length(Ld)=57*diameter of the bar & Anchorage length (La) = 67*diameter of the bar S1=2D

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OWNER

A

A

S1

S1

A

A

A

A

S1

B

B

S2

S1

A

A

A

A

S1

S1

A

A

A

A

S1

B

B

S2

B

B

S2

B

B

S2

A

A

S1

B

B

S2

A

A

S1

S1

A

A

S1

A

A

A

A

S1

S1

A

A

S1

A

A

B

B

S2

B

B

S2

A

A

S1

S1

A

A

A

S1

B

B

S2

S1

A

A

A

A

S1

S1

A

A

A

A

S1

B

B

S2

B

B

S2

B

S2

A

A

S1

B

B

S2

A

A

S1

A

S1

ABA

S1

S2S1

S1

S2S1

SECTION A-A

2 legged 8TMT

@ 100mm c/c

4-16TMT

3-16TMT

SECTION B-B

2 legged 8TMT

@ 130mm c/c350

300300

350

2-16TMT

3-16TMT

SECTION A-A

2 legged 8TMT

@ 100mm c/c

4-20TMT

3-20TMT

SECTION B-B

2 legged 8TMT

@ 130mm c/c

300300

2-20TMT

3-20TMT

350

350

A

A

A

A

A

A

A

A

B

B

B

B

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PLINTH BEAM

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PORCH ROOF BEAM

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ROOF BEAM

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GRID X2 & X3

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PLINTH BEAM

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OWNER

A

A

A

A

A

A

A

A

A

A

A

A

B

B

B

B

A

A

A

A

A

A

A

A

A

A

A

A

B

B

B

B

B

B

SECTION A-A

2 legged 8TMT

@ 100mm c/c

4-16TMT

3-16TMT

SECTION B-B

2 legged 8TMT

@ 130mm c/c350

300300

350

2-16TMT

3-16TMT

SECTION A-A

2 legged 8TMT

@ 100mm c/c

4-16TMT

3-16TMT

SECTION B-B

2 legged 8TMT

@ 130mm c/c

300300

2-16TMT

3-16TMT

575

575

CHECKED

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S1

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X1

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X2

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S1

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S1

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S2

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S1

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X4

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X3

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S1

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S1

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S2

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S2

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PLINTH BEAM

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ROOF BEAM

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ROOF BEAM

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PLINTH BEAM

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GRID Y1 & Y7

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OWNER

A

A

A

A

A

A

A

A

A

A

A

A

SECTION A-A

2 legged 8TMT

@ 100mm c/c

4-25TMT

3-25TMT

SECTION B-B

2 legged 8TMT

@ 130mm c/c

75

0

300

300

75

0

2-25TMT

3-25TMT

SECTION A-A

2 legged 8TMT

@ 100mm c/c

4-25TMT

2-25TMT

325

95

0

4-25TMT

SECTION B-B

2 legged 8TMT

@ 100mm c/c

4-25TMT

2-25TMT

325

95

0

4-25TMT

4-12TMT

SIDE FACE

REINFORCEMENT

4-12TMT

SIDE FACE

REINFORCEMENT

4-12TMT

SIDE FACE

REINFORCEMENT

4-12TMT

SIDE FACE

REINFORCEMENT

EXTRA 8TMT BAR

EXTRA 8TMT BAR

EXTRA 8TMT BAR

EXTRA 8TMT BAR

CHECKED

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X1

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X4

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X3

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S1

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S1

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S1

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GRID Y2 & Y6

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OWNER

S1

A

A

S1

A

A

B

B

S2

S1S1

S2

PORCH BEAM

SECTION A-A

2 legged 8TMT

@ 100mm c/c

4-16TMT

3-16TMT

SECTION B-B

2 legged 8TMT

@ 130mm c/c35

0

300300

35

0

2-16TMT

3-16TMT

SECTION A-A

2 legged 8TMT

@ 100mm c/c

4-16TMT

3-16TMT

SECTION B-B

2 legged 8TMT

@ 130mm c/c

300300

2-16TMT

3-16TMT

57

5

57

5

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X2

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3825 3825 3825

Y1

3825 3825

46753650

X2 X3 X4X1

4675

Y2 Y3 Y4 Y5 Y6 Y7

3825

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NOTES:- Slab thickness = 150mm Reinforcements:- As shown in the drawing. Concrete grade M20 (Cement 1: Sand 1.5 : Aggregate 3) Steel Grade Fe500

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ROOF SLAB SECTION THROUGH X-X

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10 @ 140mm c/c

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10 @ 170mm c/c

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10 @ 170mm c/c

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ROOF FLOOR SLAB SECTION THROUGH Y-Y

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10 @ 140mm c/c

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8Ø@125c/c

8Ø@125c/c

Brick wallBrick wall

Brick wall

B

B

A

A

Typical reinforcement layout in lintel band over opening

Top reinforcement layout in lintel band(plan)

Section at B

2-10Ø

2-10Ø

Outside

Inside

Section through lintel opening (External walls)

3-10Ø

2-10Ø

8Ø@125c/c

Opening(Door/Window)

Lintel band elevation for external walls over openings

Bottom reinforcement layout in lintel band(plan)

Section at A

3-10Ø

2-10Ø

Top & Bottom reinforcement layout in lintel band (plan)

Opening(Door/Window)

8Ø@125c/c

2-10Ø

EXTERNAL BAND LINTEL DETAILS OVER OPENINGS AND WALLS

NOTES:

1. The external and internal wall will have a band lintel above the openings.

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Inside

Inside

A

A

Lintel band elevation for internal walls and openings

B

B

ELEVATION

2-10Ø

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PROVIDE WINDOW LINTEL BAND THROUGH OUT THE PERIPHERY OF THE BUILDING. AND DOOR LINTEL AS CUT LINTELS.

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300

Note:

Refer architectural drawings for the

location of kachen columns

D

80

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3-12Ø

( Diagonal reinforcement )

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column width

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3-10Ø

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10Ø @ 100c/c throughout kachen height

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2-legged 10Ø @ 150c/c

600

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12Ø U-bar @ 150mm c/c

4-12Ø

4-12Ø

10Ø @ 150 mm c/c

1200

Beam10Ø @ 150 mm c/c

5-12Ø

3-12Ø

225 112.5

112.5

500

50

1200

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SIZE

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Vertical struts

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Inclined struts

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Purlins

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MEMBERS

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Detail C

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Detail D

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Detail E

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76.1mm OD, 3.65mm thick, 6.53kg/m

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CGI SHEET

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PURLIN

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NUT

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WASHER

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12mm -BOLTS

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24G CGI SHEET

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D

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D

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EAVES BOARD

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12Ø BOLTØ BOLT BOLT

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BOTTOM CHORD

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TOP CHORD

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4 NOs. 24x45 mm SLOTS

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TRUSS HOLDING DOWN DETAILS

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4mm BUTT WELD

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SOLE PLATE 200x200x8mm

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BASE PLATE 200x200x8mm

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RCC PROP

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ANCHOR BOLTS,4 Nos. 16 , 300mm LONG

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75x75x8mm SQUARE PLATE

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SECTION A-A

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4mm BUTT WELD

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VERTICAL STRUT

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4 mm THICK FILLET WELD

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BASE PLATE 200x200x8mm

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SOLE PLATE 200x200x8mm

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ANCHOR BOLT,4 nos. 16 , 300mm LONG , 300mm LONG

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CONCRETE M20

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PURLIN

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MAIN TIE

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WELDING 3MM

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PURLIN

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150x100x6 MS PLATE

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PURLIN

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10MM DIA BOLTS & NUTS

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MS PURLIN CLEAT

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(120x65x6)

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1. THE GUSSET PLATES ARE MS PLATE OF DIFFERENT THICKNESS

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3. ALL ELECTRODES SHALL CONFORM TO IS:814 (PART-1).

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2. WELDING SHALL CONFORM TO IS:816

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NOTES (FOR ROOF TRUSS):

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6. HOLE SIZE = DIA OF BOLT + 1.5mm.

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4. ALL M.S. BOLTS & NUTS SHALL CONFORM TO

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5. WASHERS SHALL CONFORM TO IS:5369,IS:5370,

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IS:5372/IS:5374

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IS:1363(PART1-3)

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10. FABRICATION AND ERECTION WORK SHALL BE CARRIED OUT AS

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7. ALL STRUCTURES AFTER FABRICATION SHALL BE PAINTED

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WITH

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8. ALL STRUCTURAL STEEL CONTACT SURFACES SHALL BE CLEANED

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9. WRITTEN DIMENSIONS SHALL BE FOLLOWED & DOUBT MUST

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ANTI-CORROSIVE PAINTS.

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OF ANY RUST, OIL, GREASE etc. BEFORE WELDING/PAINTING.

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BE CLARIFIED BEFORE EXECUTION OF THE WORK.

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CHECKED BY ENGINEER-IN-CHARGE.

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AND DESIGN CONFIRMS TO IS 806:1968

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%%UNOTE:

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1. ALL THE SECTION DETAILS WILL BE SAME AS SHOWN BY

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SECTIONS A-A & B-B

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2. THE PURLINS ARE SPACED AT 1200mm C/C

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TRUSS HOLD-DOWN IN X DIRECTION

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TRUSS HOLD-DOWN IN Y DIRECTION

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BOTTOM CHORD JOINING DETAILS

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INCLINED STRUTS

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4 mm BUTT WELD

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BOTTOM CHORD JOINING CLEAT (125x100x6mm)

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BOTTOM CHORD

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BOTTOM CHORD

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BOTTOM CHORD JOINING PLATE/CLEAT

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4 - 16 BOLTS

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4 NOs. 24x45 mm SLOTS

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BOTTOM CHORD

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NTS

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FEBRUARY 2021

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OWNER

SECTION X-X

A A

SECTION A-A

PLAN

ELEVATION

SECTION

CHECKED

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ROOF BEAM

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WELDING 3 MM

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TIE MEMBER/BEAM

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MS ANGLE 100X75X8X300MM LONG

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MS PLATE 250X250X10mm -2 NOS

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HOLDING DOWN BOLT 4-16 , 400 MM LONG

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MS PLATE, 75 x 75 x 6 MM THK.

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RC PROPS 250 x 250 MM WITH

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4-12%%C, STIRRUPS 8%%C @ 150 C/C

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MS ANGLE 100 X 75 X 8MM X 300 LONG

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8%%C @ 150 C/C

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RCC PROP 250X250MM

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ROOF BEAM

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DETAILS OF RCC PROP

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HOLDING DOWN BOLT 4-16 , 400 LONG

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WELDIMG 6 MM

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100X75X8 MS ANGLE

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x

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TRUSS TIE MEMBER

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2 NOS-250X250X10 MS PLATE

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x

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ROOF BEAM

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DETAIL -A

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4 NOS-12%%C

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8%%C @ 150 C/C

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WELDING 6 MM

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RAFTER/TIE

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MS PLATE 200X200X10mm-2NOS

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RCC BAND

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MASONRY WALL/PROP

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ROOF BEAM

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HOLDING DOWN BOLT 4-16 ,400 LONG

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WELDING 6 MM

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x

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RAFTER/TIE

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2NOS-200X200X10MM MS PLATE

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x

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MASONRY WALL

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MS PLATE 75X75X6MM-4NOS

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HOLDING DOWN BOLT 4-16 ,400 LONG

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ANCHORAGE DETAILS ON WALLS/BAND

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4nos#12dia

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FEBRUARY 2021

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OWNER

STRUCTURAL DRAWING 66/33kV SUBSTATION CONTROL …

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