GDP Project
PLANNING AND DESIGN OF GUEST HOUSE, TU– BY GROUP 4 Submitted By:
MANAV TAGGAR 102202031
HARKIRAT SINGH DHAMI 10220203
KUNWARJOT SINGH 102202033
MANAV CHAWLA 102202035
CHETAN JINDAL 102202051
Introduction:
GDP Project Entails Around a special regime of Classical Group
Presentation in accords with a special Assignment by the Group
Leader or Higher Staff.
This causes all such individuals to gain a lot of petty assignment
work and group experience.
So, Let us Give an Overview on Our GDP Project that we
undertook.
This Project is about a Guest House.
Total Area of the plot = 1800 m2 =60*30 m2
Construction Area (60% of Total Area) = 1600 m2 = 40*40 m2
Area for garden and Parking = 200 m2
Underlying Conditions
Functionality and Space Optimization:
Design a layout that maximizes the use of available space, and efficient utilization of areas
for different functions.
Ensure appropriate zoning and segregation to create harmonious spaces that cater to the
specific needs of various businesses and visitors. Consider one building should be of G+2
storey and other two blocks can be one storey or more.
2. Structural Integrity:
Devise a robust structural design that can withstand the gravity load.
Structural designing of one G+2 storey building has to be performed considering all dead
and live loads.
Underlying Conditions
3. Aesthetics, Sustainable and Green Initiatives:
Create an iconic architectural design that enhances the urban landscape and complements
the surrounding buildings with proper ventilation and orientation.
Incorporate green spaces, public areas, and recreational sports for kids to promote a sense
of community and improve the overall environment.
Implement passive design strategies that leverage natural light, ventilation, and shading to
reduce the need for artificial heating and cooling.
Integrate environmentally friendly features, such as rainwater harvesting, and waste
management systems.
Propose the green materials to reduce the CO 2 emission and utilization of waste materials.
Underlying Conditions
4. Accessibility and Inclusivity:
Ensure compliance with disability-friendly standards, providing easy access for all
individuals, including those with mobility challenges.
5. Regulatory Compliance:
Adhere to all local building codes, zoning regulations, and Environmental guidelines.
Incorporate regulations for fire exit.
Stages of Planning and Design:
Various Stages of Planning & Design:
Preparing Site Plan
Calculating Design Requirements
Blocking & Circulation
Preparing Concept Drawings
Preparing Working Architectural Drawings
Writing Detailed Specifications
Green materials
Structure Design
Structural Drawings can made using RCDC software, but the optimization of structural should be
done
Planning
Area location was decided on basic criteria such as:
LOCATION 1
(NEAR HOSTEL M AND COS )
Planning
LOCATION 2
(OPPOSITE CRICKET FIELD,
NEAR HOSTEL K)
Planning
LOCATION 3
(NEAR K LAWN ,
OLD GUEST HOUSE)
Planning
FACTORS LOCATION 1 LOCATION 2 LOCATION 3
Ease of access to sports facility
Ease of access to cos
Available parking area nearby
Doesn’t feel secluded
Easy connectivity via vehicles
SCORE 5 3 3
Hence, We used Location 1 for Our GDP Project.
Design:
Codes and Standards used for Dimensions:
PUDA CODE
SP-7
TIME SAVER
NBC 2016
Calculation for Number of Rooms
Total No. of Guest to be accommodated- 83
Minimum Required No. of Premium suites- 5
Provided No. of Premium suits- 6
No. of guests accommodated in one Premium suite- 3
Total Guests accommodated in Premium suits- 18 (6x3)
Minimum Required No. of Single seater- 60% of total remaining =0.60(80-18) = 37.2
No. of Single Seaters provided- 30
Total Guests accommodated in Single seaters- 30 (30x1)
Dorm Guests accommodated - 3
Minimum Required No. of Double seater - 40% of total remaining =0.40(62) /2= 20.8/2= 12.2
No. of Double Seaters provided- 16
Design for single seater:
ROOM ELEMENTS QUANTITY LENGTH WIDTH HEIGHT RADIUS AREA
TYPE OCCUPIED
m m m m2
Single Bed 1 2 1 2
Side Table 2 0.61 0.45 0.65 0.2745
Coffee Table 1 0.55 0.9 0.7
SINGLE
Sofa 1 0.75 1.6 1.2
SEATER
Study Chair 1
Study Table 1 0.6 1.5 0.76 0.9
Cupboard 1 0.6 0.9 1.8 0.54
TV Cabinet 1 0.5 1.3 0.7 0.65
Total Area 4.9145
Dimensions of Single seater = 6m x 4m
Design for double seater:
ROOM ELEMENTS QUANTITY LENGT WIDT HEIGH AREA
TYPE H H T OCCUPIED
m m m m2
Double Bed 1 2 1.5 3
Side Table 2 0.61 0.45 0.61 0.2745
Study Chair 1 0
Study Table 1 0.6 1.5 0.76 0.9
DOUBLE
SEATER
Cupboard 1 0.6 0.9 1.8 0.54
Coffee Table 1 0.45 0.4 0.18
Armed Chair 2 0.75 0.9 0.675
TV Cabinet 1 0.5 1.3 0.7 0.65
Total Area 6.2195
Dimensions (Double Seater)- 6m X 4m
Design for Premium Suite
ROOM TYPE ELEMENTS QUANTITY LENGTH WIDTH HEIGHT AREA
OCCUPIED
m m m m2
King Bed 1 2 1.5 3
Side Table 2 0.61 0.45 0.61 0.2745
Study Chair 1 0
Study Table 1 0.6 1.5 0.7 0.9
PREMIUM
SUITE Cupboard 1 0.6 1 1.8 0.6
Armed Chair 1 0.75 0.9 0.675
Sofa 1 0.75 1.6 1.2
T.V Panel 1 0.5 1.3 0.7 0.65
Total Area 7.2995
Dimensions (Premium suite)- 6m X 8m
Design of conference rooms:
Area per person- 0.835 m2
Total capacity of conference room 1= 17
Total area acquired by people = 17 x 0.835 =14.195 m 2
Dimensions of a room 1 – 12 x 6 m
Area of the room 1 = 72 m2
Clearances for room 1 = 1.2-2.0 m
Total capacity of conference room 2 = 11
Total area acquired by people = 11 x 0.835 = 9.185 m 2
Dimensions of a room 2 – 8 x 6 m
Area of the room 2 = 48 m2
Clearances for room 2 = 1.2-2.5 m
Design of Dining Area:
ROOM HALL D C As Ap ROOM NO. OF NO OF LENGTH WIDTH
TYPE TABLES
TYPE GUESTS (meters) (meters
(Feet) (Feet) (Feet) (Feet) )
DINING DINING 1 4 3 3 3 DINING 13 52 16.3 9
DINING 2 4 3 3 3 1
DINING 3 4 3 3 3 DINING 6 24 9.7 6
2
DINING 8 32 16.3 9
3
Dimensions of Doors:
Location Width Height Numbe
r
(m) (m)
Dining doors 1.9 2.1 3
Conference room 1.2 2.1 1
Conference room 2.1 2.1 1
sliding
Kitchen-Dining Door 1.8 2.1 1
Room 1.1 2.1 5
Room 0.9 2.1 59
Washroom 0.75 2.1 57
PS Washroom entry 0.85 2.1 7
Bathroom sliding PS 1.3 2.1 6
Calculation for Parking:
Reference: Time Saver- Page 818, Table- 1,2
Page 838, Figure- 1
Length of Parking Spot- 5 m
Width of Parking Spot- 2.5 m
Width of pavement for Parking Spot- 4.5 m
Detailed Description of Floor
Layout
Ground Floor
Sr. SIZE OF ROOM NO. OF TOTAL
TYPE (m x m x m)
No. (LxBxH) ROOMS AREA (m2)
1. SINGLE SEATER ROOM 6X4X4 1 24
2. PREMIUM SUITE 6X8X4 3 144
3. CONFERENCE ROOM 1 6 X 12 X 4 1 72
4. CONFERENCE ROOM 2 6X8X4 1 48
5. DINING AREA 1 16.3 X 9 X 4 1 146.7
6. KITCHEN 12.3 X 6 X4 1 73.8
7. GYM 6X8X4 1 48
8. DORMITORY 6 X 16 X 4 1 96
9. LIFT 3X 3.5 1 10.5
10. W.C. Male + Female 6.2 X 6 X 4 1 37.2
Detailed Description of Floor
Layout
First Floor:
Sr. DIMENSION NO. OF TOTAL
TYPE S AREA
No. (m) ROOMS (m2)
1. DOUBLE SEATER 6X4X4 16 384
2. DINING 2 16.3 X 9 X 4 1 146.7
3. DINING 3 9.7 X 9 X 4 1 87.3
4. W.C. Male + Female 6.2 X 6 X4 1 37.2
5. FIRE EXIT 6X4X4 2 48
6. STORE 2.2 X 6X 4 1 13.2
7. LIFT 3 X 3.5 1 10.5
8. PREMIUM SUITE 6X8X4 3 144
Detailed Description of Floor
Layout
Second Floor:
DIMENSIONS TOTAL
Sr. NO. OF
TYPE (m) AREA
No. ROOMS
( L x B x H) (m2)
1. SINGLE SEATER 6x4x4 30 720
5. FIRE EXIT 6x4x4 2 48
6. STORE 2.2 x 6 x 4 1 13.2
7. LIFT 3 x 3.5 1 10.5
Detailed Description of Floor
Layout
Roof Level:
DIMENSIONS TOTAL
Sr.
TYPE (m) NUMBER AREA
No.
(π*R²*H) (m2 )
π
1. WATER TANK 8 31.9955
*1.1283*1.25
Plans and Designs:Ground Floor Plan:
North Marking
Plans and Designs:First Floor Plan:
North Marking
Plans and Designs:Second Floor Plan:
North Marking
Plans and Designs:Roof Level Plan:
North Marking
Plans and Designs:Beam Column Design:
North Marking
Plans and Designs:
3D View of Design:
Plans and Designs:Site Plan: Garden 21 Trees.
North Marking
Staircase Calculations:
Main stairs case
o Riser = 150mm.
o Thread = 300mm.
o Total rise height (Half way) = 2000mm.
o Total risers provided (Half way) = 2000/150 = 14 risers.
o Angle of Staircase = 26.565°.
Thus provide 14 risers (13 steps) each having 150mm riser & 300mm thread
Staircase Calculations:
2.2 7.7 m
m
6m 6m
Emergency Staircase
Calculations:
Emergency staircase
o Riser = 182mm.
o Thread = 300mm.
o Total rise height (Half way) = 2000mm.
o Total risers provided (Half way) = 2000/182 = 11 risers
o Angle of Staircase = 31.2437°.
Thus provide 11 risers (10 steps) each having 182mm riser & 300mm thread
Emergency Staircase Diagrams:
4m
6m
Stair Case Cross-Section:
Stair Case Cross-Section:
Beam Detailing:
Beam Detailing:
Beam Detailing:
Beam Detailing:
Column Plan:
Column Plan:
Beam Plan:
Load Calculations:
Design of Column
Design inputs Value
Legthof column(mm) 450
width of column(mm) 450
height of column(m) 13.5
Load Calculations of Columns: Pu(KN) 888.32
Mux(KN/m) 25.36
Muy(KN/m) 0.42
cover(mm) 50
assumed reinforcement(%) 0.4
reinforcement (mm2) 810
fck 25
fy 500
d'/D for major axis 0.111111111
d'/D for minor axis 0.111111111
Pu/fckbD 0.175470617
p/fck 0.016
Mux1/fckbD2(from SP16 Chart 37) 0.085
Mux1 193.640625
Muy1/fckbD2(from SP16 Chart 37) 0.085
Muy1 193.640625
Puz 2572.7625
Pu/Puz 0.345278664
αn 1.242131107
(Mux/Mux1)^αn + (Muy/Muy1)^αn 0.080546135
<1 Hence OK
Hence, Required Ast(mm2) 810
Dia of bars(mm) 16
Load Calculations:
Design of Beams
Design Inputs Value
Width of beam(mm) 300
Depth of beam(mm) 500
Load Calculation for Beam: Fck 25
Fy 500
cover(mm) 25
Mu(KN/m) 272.51
Effective Depth (d) (mm) 475
xu,max/d 0.456
xu,max(mm) 216.6
Mu,lim(KN) 224.587
pt,lim 0.00944
Ast1(mm2) 1345.2
Ast2(mm2) 244.817
Ast(mm2) 1590.017
εsc 0.003096
fsc value for this εsc value 413.747
Asc(mm2) 257.393
Dia of bars(mm) 25
top bars 3
bottom bars 1
Water Demand:
Water Demand: (Code: IS 1172)
Feature Value Unit Formula
Number of Hot Pipes 1
Number of Cold Pipes 1
Number of Supply Pipes 2
Number of pipes to washrooms 4
Water Supply Discharge in Govt. So We have used 135 L/
pipes 180 Not Ok capita/Day
Capacity of Guest house
Ground Floor 11 Capita
1st Floor 38 Capita
2nd Floor 40 Capita
Total Capacity 128 Capita Sum all floor capita
According to IS:10500-
Water Need per capita per day 135 L/Capita/day 2012
Total Capacity*Water
Water Demand per day 17280 L/day Needed per day
Nominal water demand
for kitchen per
Mess Kitchen Water Demand per day*number of floors for
Water Demand:
Water demand Conference Hall Number of seats*litres
per day 280 L/day consumed per day
Number of rooms 142 Rooms Calculated from Plan
Total floor Area of building
in sq. m*water supply
needs in thapar for 1
Fire Demand per day 11262 L/day block per 1 sq. m/1000
Sum of all water needed
Total Water Demand 41322 L/day for different usages
Rounded to nearest
Total Average Water Demand 40000 L/day thousands
Plinth
area*220000/1000000m^
Nominal Tank Volume 5000 L/day 2
Water Demand:
Total Average Water
Demand/Volume of
Number of Tanks 8 Tanks Water Tanks
Size of Tanks
Height of Tank 1.25 m Let H
D=sqrt(Volume of
Tank/1000/Hieght of
Diameter of Tank 1.128379167 m Tank/PI())
Percentage diameter is less by 9.729666632 % 5%<(H-D)/H*100%<10%
Cost per Tank 2500 Rs
Cost per Tank* Number of
Total Cost of Tanks 20000 Rs Tanks
Not Included in Design in Staad.Pro
STAAD.Pro Design
Geometry:
Conclusion:
Hence, By this Project We Learnt
Team Management.
Group Understanding.
Leadership.
Subjective Analysis.
Numerical Analysis.
Architectural Planning and Design.
Finally, Importance of Team Spirit.
It was very Informative for us all. I hope It was for you too.
THANK YOU
