Building Report KRYFS

8/13/2019 Building Report KRYFS

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BUILDING REPORT

KRYFS POWER COMPONENTS ,UNIT-III

(KHIRDI, DADRA & NAGAR HAVELI)

SUBMITTED BY:-

ABHINAV CHAUHANIX SEMESTER

REGD. NO. 10809471



ACKNOWLEDGEMENT

I take this opportunity with immense pleasure to thank my project mentor Ar.

KASHYAP BHATT who Inspired me to take this project and also for the Valuable

guidance provided by him at each step.

• I would like to thank my employers Ar. KIRIT BHATT , Er. MANISH BHATT and

Ar. KASHYAP BHATT for giving me a chance to work in their prestigious firm. Who

guided me every time to improve my practical and designing skills by providing me

with exposure towards real work.

• I would also like to thank my seniors and colleagues at ARCHITECTS NOOK PVT.

LTD. , for guiding and helping me towards the successful completion of this report.

• I would also like to express my gratitude towards my college LOVELY SCHOOL

OF ARCHITECTURE AND DESIGN and all my faculty members who were

constantly a guiding and a helping hand in this report.

- ABHINAV CHAUHAN

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INDEX INTRODUCTION

PROJECT INFORMATION

LOCATION

SITE ANALYSIS

APPROACH AND VALIDITY

SITE PLANNING

AREA STATEMENT

ZONING

SPACE ALLOCATION SERVICES

DESIGN CONCEPT

LANDSCAPING

CONSTRUCTION TECHNIQUES

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INDEX

WALL TREATMENTS AND FLOORING TREATMENTS

MATERIAL USED

COST ANALYSIS

PRODUCTION SHED – I

PRODUCTION SHED -II

CIRCULATION

FIRE SAFETY

STRUCTURAL CONCEPT

OTHER MISCELLANEOUS DETAILS

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INTRODUCTION

• The kryfs power components ltd. is a factory which manufactures

transformers. This project is located in Khirdi (Dadra & Nagar Haveli) .

This is Unit – III which is near unit – I .

• This Project was stared in the year end of 2011 with commencement of the

first phase which will be completed in feb 2012. Then the second phase of

the building will be started as per schedule.• Current status of the project : 30% completed which includes exterior of

production shed-I and internal road and security cabin)

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PROJECT INFORMATION

• ARCHITECT - ARCHITECTS NOOK PVT. LTD .

• CLIENT - KRYFS POWER COMPONENTS LTD.

• BUILDERS -SHEEL ENGINERS.

• STRUCTURAL ENGINEER - ARCHITECTS NOOK PVT. LTD .

• ELECTRICAL CONSULTANT - ARCHITECTS NOOK PVT. LTD .

• PLUMBING CONSULTANT - ARCHITECTS NOOK PVT. LTD .

• TECHICAL CONSULTANT - ARCHITECTS NOOK PVT. LTD .

• LANDSCAPE CONSULTANT - ARCHITECTS NOOK PVT. LTD .

• COST OF PROJECT - Rs.8.765Crores

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LOCATION

• The site is located in Khirdi , an industrial sector in Dadra & Nagar Haveli.

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SITE ANALYSIS

• Topography : the site is plain , it has no contours

• Climate : tropical monsoon

• Temperature : 35oC – 25o C

• Natural physical features : the site is surrounded by trees and open spaces as

the area is not fully developed

• Neighborhood city : Silvassa (6 km away)

•

Site area : 28115.00 sq. mt

• Surrounding area : site falls in the industrial sector which is not fully

developed and has more green spaces compared to other industrial sectors.

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APPROACH AND VALIDITY

• The site can be approached only by road as it is 10 km away from Silvassa

12 km away from NH-8, and 45 km away from Vapi .

• This project is third unit of the company . As the company needed to

increase its production to meet market needs and to provide their staff a

state of art working area. This project meets all the needs of the client.

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SITE PLANNING

10

Production shed-I

Production shed-II

Security cabin



AREA STATEMENT

1. AREA OF PLOT .................................................................. 28115.00 sq. mt.

2. AREA UNDER ROAD WIDENING & SERVICE ROAD ......3278.60 sq. mt

3. NET AREA OF PLOT .........................................................24836.40 sq. mt

4. PERMISSIBLE BUILT UP AREA ON GROUND FLOOR

(40%).........................9934.56 sq. mt

5. PROPOSED BUILT UP AREA ON GROUND FLOOR -

39.95%........................9922.00 sq. mt.

6. REQUIRED COMMON OPEN PLOT (35%)…….8692.74 sq. mt

7. PROPOSED COMMON OPEN PLOT (38%)…….9526.60 sq. mt

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BUILT UP AREA STATEMENT

S. NO. DESCRIPTIONGROUND

FLOOR AREA

1ST FLOOR

AREA

2ND FLOOR

AREA

TOTAL AREA

(SQ. MT)

1 PRODUCTION SHED 7500.00 ---- ---- 7500.00

2 SALVAGE SHED 900.00 ---- ---- 900.00

3 SHED 1450.00 1450.00 1450.00 4350.00

4 SECURITY OFFICE 72.00 ---- ---- 72.00

TOTAL 9922.00 1450.00 1450.00 12822.00

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FSI AREA CALCULATION

S. NO. DESCRIPTION

GROUND

FLOOR

AREA

1ST

FLOOR

AREA

2ND

FLOOR

AREA

F.S.I

MULTIPLICATI

ON FACTOR

TOTAL

AREA

(SQ. MT)

1 PRODUCTION SHED 7500.00 ---- ---- 1.50 11250.00

2 SALVAGE SHED 900.00 ---- ---- 1.50 1350.00

3 SHED1450.00 1.25 1812.50

1450.00 1450.00 1 2900.00

4 SECURITY OFFICE 72.00 ---- ---- 1 72

TOTAL 17384.50

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PERMISSIBLE F.S.I = 0.80

CONSUMED F.S.I = 0.62



ZONING

• Zoning of the site is done very care fully .

• Both the buildings have proper circulation as well as proper access points .

• Building bye-laws are followed as per the rule of local government.

• According to bye-laws common open plot has been provided which can be

used as landscaping area .

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SPACE ALLOCATION SERVICES

• Proper spaces are allocated for services and general facilities.

• Power backup generators are provided in the back of shed – I

• Fire hydrant is laid according to the given plan

• Watchman cabin is constructed adjoining the visitors room and common

toilet

• Common toilet for staffs are provided in the respective buildings

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6



DESIGN CONCEPT

• The basic design concept of the building is to circulate air naturally and lit

the interiors by natural light. For this purpose we have used louvers and

glass. Louvers gives a effect of tube house to keep the interior at normal

temperature which minimizes the use of electricity.

This tube house is designed by Charles Correa.

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LANDSCAPING

• As the site falls in industrial sector there is not much care is taken for

landscaping . Common open plot is left as per the bye-laws of local bodies

which can be converted into a proper landscaped area.

• Current status: the building is designed with planter beds so that not much

space is wasted in landscaping and it requires less maintenance.

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8



CONSTRUCTION TECHNIQUES

• RCC framed structure is used to construct the building. Fundermax

cladding, glass and aluminum louvers are used to enhance the elevation

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fundermax



WALL TREATMENTS & FLOORING

TREATMENTSWall treatments :

for exterior:

fundermax

louvers

for interior: paint

Flooring treatment: CONCRETE is used for flooring in the machinery area,

vitrified tiles are used in toilets

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MATERIALS USED

• For the construction of building, common building materials are used.

• For elevation treatment glass, fundermax and aluminum louvers are used.

• RCC walls are constructed for furnace as per the details.

• Poly carbonate sheet is recommended for shed – II which will allow natural

light and cut down the uses of artificial lights.

• Aluminum louvers are provided for proper air circulation which will help

to maintain the room temperature.

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COST ANALYSIS

Sr. no. description

Built-up

area(sq. ft) Cost/sft. amount

Contigenci

es(@5%) Grand total

I A-building

1 Ground floor 15669.52 993.27 15564077.27

2 First floor 15669.53 525.20 8229634.37

3 Second floor 15669.53 525.20 8229634.374 Terrace floor 1980413.30

A-building 47008.59 723.35 34003759.31 1700187.97 35703947.28

IICompound

wall

1 A-1 type 545.00 3776.85 2058382.40

2 A-2 type 558.00 4726.94 2637631.80

3 B type 368.00 2201.03 809979.85

4 C type 291.00 4565.26 1328491.85

Compound wall 1762.00 3878.82 6834485.90 341724.30 7176210.20

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Sr.no.

description

Built-uparea(sq.

ft)

Cost/sft. Amount Contigencies(@5%)

Grandtotal

III Plot

development –phase-I

01 WBM road 40000.00 85.11 3404296.00

02 RCC road 32200.00 192.59 6201260.00

03 Open swdrainage

656.00 893.99 586458.00

04 Covered swdrainings

230.00 1057.25 243167.00

05 Containerparking

25950.00 260.45 6758604.00

06 Car

parking 8935.00 194.63 1739016.00

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07Plinth

protection2475.00 96.74 239425.00

08 Culvert withcattle trap

557224.00

09Earth filling

in plot405920.00

10 U.G tank 300000.00 4.76 1427040.00

Plot development phase-I

21562410.00 1078120.50 22640530.50

III

Plot

development

– phase-II

01 WBM road 57430.00 85.24 4895396.00

02 RCC road 48605.00 192.66 9364110.00

03Open SW

drainage1265.00 893.01 1129652.00

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24

Sr.

no.description

Built-up

area(sq. ft)Cost/sft. Amount

Contigencie

s(@5%)Grand total

04Covered SW

drainage656.00 1053.89 691352.00

05 Car parking 2045.00 194.66 398088.00

06Plinth

protection

6135.00 96.71 593341.00

07Culvert with

cattle trap557224.00

08Earth filling

in plot3445600.00

Plot development phase-II

21074763.00 1053738.15 22128501.15

Grand total 83475418.21 4173770.9187649189.1

2

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GROUND FLOOR PLAN (production shed-I)

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FIRST & SECOND FLOOR PLAN (production

shed-I)

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SHED-I GROUND FLOOR MACHINE

DETAIL

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ELEVATIONS AND SECTIONS

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Detail section of walls

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FIRST FLOOR PLAN SHED-II

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SECOND FLOOR PLAN SHED-II

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ELEVATION AND SECTION

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SECTION

3

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CIRCULATION

• Circulation is major factor in any building, which makes it functional and

easy to move in. in this case outer circulation is provided by 12 m wide

internal road around the building for easy approach of heavy vehicles .

• And for internal circulation lift

and staircases are provided.

Typical plan staircase Typical section staircase & lift



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FIRE

LAYOUT

PLAN

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FIRE SAFETY DETAILS

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STRUCTURAL CONCEPT

•

The building has been designed with full resistance towards the vertical and

horizontal forces due to wind and earth quakes.

• Foundations : As the safe bearing capacity of the soil is good i.e. 20 t/S

q.m., hence the foundations were possible to design as isolated footings

• Super structure : all the slabs and the beams of upper floor are of R.C.C.

with mix M-20 because it is the minimum requirement of relevant I.S. code.

The sizes of the slab and the beam are governed by analysis of structure

deflection requirements.

• Terrace : The terrace slabs and beams are of M-20 R.C.C. mix. The panels

where water storage tanks are to be provided are strengthened accordingly.

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STRUCTURAL GRID



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TOILET

• Toilets are adequately provided in the building for the staff as well as for

the visitors.

Gents toilet Ladies toilet

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OPENING DETAILS

Window details

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Louver detail

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WATER PROOFING DETAIL

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RAIN WATER HARVESTING

• In the building a 230 mm wide drain with R.C.C. grating is provided around

the periphery of the building. All the storm water gets disposed in this drain

by 160mm diameter UPVC pipes. The slope given to these pipes is 1:100.

• All the storm water that gets collected in the drain is finally sent to the

distilling chamber and the recharging well. It is here the water is made to

pass through various layers and gets purified. And hence the water is used

for the landscaping

•

Procedure in which wecollect rain water and then use it

after purification is called

as RAIN WATER HARVESTING.

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COMPOUND WALL AND GATE DETAIL

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VARIOUS WORKING DETAILS

Planter bed detail

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Building Report KRYFS

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