Building Report KRYFS
Transcript of 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
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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)
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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
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Production shed-I
Production shed-II
Security cabin
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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
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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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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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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
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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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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
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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
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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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