ARCHITECTURE PORTFOLIO S E L ECT E D WO R KS 20 1 7-20 2 2
Rachana Sansad’s,
Academy of Architecture, Mumbai.
Ve d a n t Pr a v i n K h e d e k a r
Vedant K h ed ek a r
Architect
Personal Information
Residential (temp)
: 302, B wing, Pooja apartment, Vinayak Ramchandra Bhide Marg, Dadar W, Mumbai 400 028.
Residential (perm)
: B/6, Digambardas Plaza, Paryachi Ali, Ratnagiri. Maharashtra 415 612.
Date of birth : 8th January 2000.
Education
Professional Experience
Email ID
: vedantk17@aoamumbai.in khedekarvedant0803@gmail.com
Contact no.
: +91 7066983727
Languages
: English I Marathi I Hindi
2005 - 15
: Bharat shikshan mandal’s Patwardhan Highschool, Ratnagiri. SSC - 94.80 %
2015 - 17
: Abhyankar-Kulkarni junior college, Ratnagiri. HSC - 84.30 %
2017 - 22
: Rachana Sansad’s Academy of Architecture, (Unaided), Mumbai. Current CGPI - 9.20
Internship Rohit Shinkre Architects RSA, Prabhadevi. Major responsibilities include working on construction and detail drawings for residential project in Ransai, Raigad. Also, worked on the conceptual design stage of various projects including Kamshet bungalows, Bhatkar’s residnetial. Work was also done on the larg scale projects such as masterplanning for an agriculture institute.
2
Extra Curricular
Vol Zero
: Tiny Library
Library for the rural community to make education more accessible.
The Little Big Loo Rethinking public toilets.
Archasm
: Dream House
UNI
: Cityscraper(top 20)
Designing house of desire.
Skyscraper catering the need of increasing population density
Documentation : Doyapada, palghar. Teaching Assistant : First year documentation.
Achievements
First Rank :
Personal Skills
Autodesk Autocad
Semester I Semester II Semester IV Semester VI Semester VII
(2017-18) (2017-18) (2018-19) (2019-20) (2020-21)
Adobe Photoshop Adobe Illustrator Adobe Indesign Trimble Sketchup Lumion Twinmotion MS Office Physical Modelling Rhinoceros
3
Letter of Experience :TRAINING Mr. Vedant Bharati Pravin Khedekar PROFESSIONAL CERTIFICATE
PROFESSIONAL TRAINING CERTIFICATE This is to certify that Mr. Vedant Pravin Khedekar, student of VIII Semester
This is to certify that Mr. Vedant Khedekar,has student of VIII Semester Rachana Sansad, Rachana Sansad, College of Pravin Architecture successfully completed his th College oftraining Architecture has firm/office successfully completed his professional training in 4our firm/office January professional in our Rohit Shinkre Architects, from th 2021Rohit to 7Shinkre May Architects, 2021 in the 2021, under guidance of fromacademic 4th Januaryyear 20212020to 7th May 2021 in thethe academic year 2020-
Ar. Rohit Shinkre. He was engaged the following work. in following work. 2021, under the guidance of Ar. RohitinShinkre. He was engaged
●
• Design developmentof ofsibling sibling house. Design development house.
●
Master planning of educational campus in Pune District.
●
Working drawings and detailing for Ransai Lakeshore estate.
●
Site Visit to VJBU & Zoo. • Assisted in interior design development for private residential.
●
Assisted in interior design development for private residential.
•
Master planning of educational campus in Pune District.
•
Working drawings and detailing for Ransai Lakeshore estate.
•
Site Visit to VJBU & Zoo.
During the training, We have found him to be hard working, Capable and Reliable. We wish him Good luck for the future. Name oftraining, Architect:We Rohit Balkrishna During the have found Shinkre. him to be hard working, Capable and Reliable. We wish him Good luck for the future. Name of Architect: Rohit Balkrishna Shinkre.
Rohit Shinkre Chartered Architect CA/95/18379 Mumbai 07/06/2021. Rohit Shinkre Chartered Architect CA/95/18379 Mumbai 07/06/2021.
5
CONTENTS This portfolio is a compilation of selected works from 2017-2022.
6
01
SANVASTHAH
02
COMMUNITY CENTER
03
WAVE CITY
04
THE TWIST
05
BISHAN PARK
06
OCEAN PEARL
07
THE ANCHOR
08
RANSAI ESTATE
06
YEAR | 2021-22 | REDEVELO PM E N T O F RA J IWADA | DE S IGN DIS S E RTATIO N |
34
YEAR | 2020 -21 | ARCHITECTURE FO R RE S IL IE N C E | ACADE M ICS |
44
YEAR | 2021-22| URBAN & AR C H ITECTURE DE S IGN | ACADE M ICS |
52
YEAR | 2021-22 | PASSENGE R TE RM IN AL | ACADE M ICS |
56
YEAR | 2021-22 | INTERPRET IN G TH E L AN DS CAPE | ACADE M ICS |
58
YEAR | 2019 | DESIGN YOUR DRE AM H O M E | CO M PE TITIO N |
60
YEAR | 2020 | SKYSCRAPER | CO M PE TITIO N |
62
YEAR | 2021 | RESIDENTIAL | PRO FFE S S IO N AL WO RK |
7
01 8
SANVASTHAH REDEVELOPMENT OF RA JIWADA The aim of the project is to uplift the fishing village of Rajiwada, situated on the western coast of Maharashtra. Projects aims towards creating flood resilient community that can withstand the climate change while looking at the betterment on the larger scale through various interventions proposed. Design sensitively caters to the changing needs and culture of the people.
Academic | 5th Year Design Dissertation Year | 2021-2022 Guided By | Ar. Rohit Shinkre Location | Rajiwada, Ratnagiri 0 19
1.1 Rajiwada-First Impression DIstrict court
Mestry Highscho
Go
Docking facility
Bhatye-Ratnagiri Bridge
Kajali River
Mangrove Island
Living With The Sea
10
Market
Muslim Ethnicity
Rajiwada is a high density residential community, with more than 95% of people heavily relying on waterf ront for their livelihood. Sea
ool
has importance in terms of cultural signif icance and economical contribution. Site lies within CRZ II while abiding the rules for
ogate College
congested settlement.
Municipal School
Green Zone
Municipal Buildings
Chaos
Gathering Space
Livelihood
11
1.2 Rajiwada-Site Problems
Approach to the Interventions The interventions aim towards reducing the day-to-day problems faced by the localites in order to make their life easier on daily basis.
Lack of Docking Facility 12
Open Defecation
Lack of Drainage
Encroachment
Flooding
Absense of Garbage Management
Traffic Related Issues
Space Cruch 13
1.3 Interventions-Masterplanning Level • Twin Pit Toilets
The twin pit pour flush toilet is a toilet with a provision to manage fecal waste locally unlike regular toilets that are linked to the sewer network and the fecal waste once flushed down is transported from other households through pipes and drainage system to a sewage treatment plant.
• Water Supply
Water tanks can be placed at an higher elevation where with the help of gravitational system water can be supplied to each one of the households present in the site in the lower cost
14
• Waste Utilisation
Waste will be segregated into degredable and non-degredable waste where bio waste will be used for compost . These compost pits will be placed at schools where farming can be taught as a subject. Recyclable
waste
will
be
used
to
produce
art
and
craft
items
in
schools
around.
• Vegetable Market
Current market is not properly shaded hence does not get used during the monsoon and harsh summer times. Shaded market can provide comfortable market space where businesses can boom.
15
1.3 Interventions-Masterplanning Level • Transit Housing
While the development for housing takes place, The transit housing can be used as a temperory form for housing which is
a Post-Beam structure with flexible bamboo partition walls.
• Fish Market
Since, fishing is a primary business of the locals, covered fish market is a must need which can be provided with a simple infrastructure of bamboo canopy and proper drainage.
16
• Signages and Solar Street Lights
To
make
settlement
site as
more shown
legible above
signages, for
can security
be and
used
around
safety
the
purposes.
Solar street lights can be installed in order to make streets safe for all the genders throughout the day.
• Flood Lockers
Since site is a flood prone settlement, FLood lockers can be installed at important buildings with emergency rescue boats and observation deck which can be used during worst case scenearios.
17
1.4 Envisioned Masterplan
18
Important Buildings
Pedestrian access
4-w access
Pedestrian and 2-w access 19
1.5 Site Development
20
01
02
Understanding the existing settlement.
Decision on buildings to retain.
03
04
Creation of Continuous access.
Protecting existing landscape.
05
06
Provision of extended deck and designing ladnscape to ensure flood resiliency.
Provision of Ceremonial space for durgah.
07
08
Outlining the buildable area while keeping minimum 10 ft distance from existing trees.
Designing the elevated deck connecting houses on various levels.
1.6 Ground Floor Plan Towards city
Towards Karla
3
04.00 M
2
1
5
03.00 M
3
14 6 4 02.00 M 7
01 : Dargah 02 : Ceremonial Ground 03 : Common Shared Spaces 04 : Elevated Deck 05 : 2-W Parking 06 : Courtyard 07 : Ice Factory 08 : Event Space and Stage 09 : Playground 10 : 4-W Parking For Repair Yard 11 : Boat Repair Yard 12 : Mangrove 13 : Extended Deck 14 : Garbage Collection point 15 : Septic tanks
15
15
8
01.00 M 9
10
11
13 0m 3m 6m
12m
18m
1.6 Isometric View
1
2
3 7
4
5
6
6
8
01 : Dargah 02 : Ceremonial Ground 03 : Common Shared Spaces 04 : Elevated Deck 05 : 2-W Parking 06 : Courtyard 07 : Ice Factory 08 : Movie screening and theater 09 : Playground 10 : 4-W Parking For Repair Yard 11 : Boat Repair Yard 12 : Mangrove 13 : Extended Deck
12
13 11 10
9
21
1.7 Housing Typologies
Purlin
North light Truss
Magalore tiles Joist
450 mm deep Rcc beams
3
2
5
1
6
200 mm THK Laterite walls 6
Strip footing for load bearing walls
Exploded Isometric-House 1
22
Magalore tiles
Joist
North Light truss
450 mm deep Rcc beams
2 1
200 mm THK Laterite walls
4
5
Strip footing for load bearing walls
Exploded Isometric-House 2
23
1.8 Section AA
Commity Movie Theater
0m
18.0
0 15.0
m
0m
12.0
0 09.0
m
0m
0 06.
0 03.0 24
m
Open Area
Deck
House
Deck
House
Open Area
25
1.8 Section BB
Deck and Sea Front
0m
18.0
0m
15.0
0m
12.0
0 09.0
m
0m
0 06.
0 03.0
26
m
00 00.
m
Gabian Wall
Playground
Gathering space
Hou
uses
Deck
Courtyard with platforms
House Verandah
House
Road
27
1.9 Construction Details
Mangalore tiles Joist Purlin Rafters
200 m THK laterite wall RCC Pardhi
Bullnose
Bamboo Louvers
230 mm x 450 mm RCC Beam
150 mm THK pcc Watta
Plinth Protection
Strip Footing
End wall section
28
Translucent plastic sheets
Canopy support
50 mm thk hollow steel section
Plastic-wood Composite Panels
Deck supports
RCC footing
Exploded isometric- Canopy
29
1.9 Construction Details
150 mm x 25mm Plastic wood composite panel 50 mm hollow tube 40 mm hollow tube Joists ISMB 150 ISMC 200 Footing GL 150 mm PCC
150 mm x 25mm Plastic wood composite panel 50 mm hollow tube
Joists ISMB 150 ISMC 200 Footing GL 150 mm PCC
Deck (Railing and Seating)
30
Plastic sheets Gutter
50 mm hollow tube
150 mm x 25mm Plastic wood composite panel
Joists ISMB 150 ISMC 200
Footing GL 150 mm PCC
Detail Deck with Canopy
30% Organic Soil 10% Compost 10% Plant Waste 50% Wood 200 mm Thk Laterite Bed 230 mm Thk Compact Earth
Detail Vegetable Bed
31
1.10 Housing Unit Modulation
1
Typical Housing Unit
2
Off ice Unit
5
Shopf ront
6
9
Extra Storage Using GI Sheets
10
32
Additional Habitable Space
Experimentation with Transparency
3
Material Exploration
4
Fully Constructed House
7
Temporary Shades
8
Fly Ash Bricks
11
Paint
12
GI Sheets
33
1.11 Adaptive Nature of the Cluster
Road
Proposed
Envisioned
34
Houses
Shared Space
Houses
Shared Space
Houses
Road
Deck
House
Deck
Courtyard with Plinth Seating
Plantation House Plantation
Proposed
Envisioned
35
1.12 View-Levels
36
37
02 38
COMM U N I TY C E N TE R ARCHITECTURE FOR RESILIENCE Project aims towards resilience as an essential focus in current times of unplanned, informal settlements, while keeping in mind the unsure nature of things associated with such informal settlements. Architecture should be designed to have a capacity to accommodate changing environmental and social conditions within a building’s useful life.
Academic | 3rd Year Architecture Design Studio Year | 2019-2020 Guided By | Ar. Venkat Ashok Location | Golconda, Hyderabad
39
2.1 Conceptualisation
40
01
02
While keeping on 3 entries and topography of the site, ground is kept open in order to have some open area for kids and plaza on ground.
First floor is started on the 4.00m elevation accomodating permanent functions such as food services, admin and health care facility.
03
04
Second floor is given for the education programs including individual spaces to study, classrooms and informal spaces for meetings.
Third floor is provided for the workshop spaces such as wood crafting, jewellery, block printing, kalamkari art for tourists visiting.
05
06
Due to the height of the structure terrace is given as a viewing deck overlooking golconda fort along with sitting and open gym for the youth.
Facade system expresses the nature of function, temperory and permanent, responds to the climate with specially designed fenestration .
2.2 Exploded Isometric
Exploded View-Staircase
The structure tries to uplift the community living around by generating revenue by growing vegetables on each floor, also attracts tourists to invest time and money in local art. With changing floor plate configuration it creates democratic spaces for the users to accommodate their changing needs.
41
2.3 First Floor Plan
0m 3m 6m
42
12m
18m
2.4 Elevations
Elevation - East
Elevation - South
43
2.5 Spaces for People
Seating on each midlanding
Public plaza on the playground
Reading space near playground
Double heighted meeting space
Bazar space on the ground floor
Entrance plaza with seating on a side
44 44
2.4 Elevation / Section
E l e va t i o n - We s t
Section AA
45
CENTRAL WATCH CARGO ZONE
COMMUNITY CENTRE
MEMORIAL MUSEUM
03 46
WAVE CITY REDESIGNING THE BEIRUT PORT The project aims to establish a connection between what has been lost and the remnants of the explosion, in order to give the port a new identity and to create a new cityscape that gives citizens ownership of the space by creating permeable spaces that can be used to house a variety of social activities, thereby increasing social bonding and unity.
HTOWER COMMERCIAL HUB
MARITIME INSTITUTE
RESIDENTIAL COMPLEX
FREE ZONE
MARINA BAY
Academic | 5th Year Architecture Design Studio Year | 2021-2022 Team | Vedant Khedekar, Manan K Hingoo, Mansi Kothari Guided By | Ar. Harshad Bhatia, Ar. Sripad Bhalerao Location | Beirut Port, Lebanon
47
3.1 Masterplan
FREE ZONE
PUBLIC PRECINCT
10
04
03 01 09 05 07
02
06 08
48
CARGO ZONE
CONTAINER TERMINAL
12
11 13
LEGEND 01 02 03 04 05 06 07 08 09 10 11 12 13
Passenger Terminal Free Zone Marina Memorial Museum Watchtower Institute Campus Community Centre Commercial hub Cargo Zone Silos Warehouse zone Container Zone Truck Parking
49
3.2 Conceptualization
M A R I T I M E I N S T I T U T E
PU B L IC A M E N IT IE S Addition of public programs on the lower floors to increase the footfall.
SE RVI CE CO RE S Addition of service core in order to ensure vertical transportation
B RE A K O UT S PAC E S The break out spaces helping in increasing the sociability of the structure as well as interaction around the atriums provided.
LE A RNI NG PRO G RA MS Addition of learning programs such as the simulation and technical rooms and laboratories
STAG E R IN G T E R RAC E S Cascading terraces to entire maximum interaction at the floor level
MULTI PURP O SE SPACE The multipurpose hall acting as a gathering space for the people
04 03
05
02 01 10 06
11
07
LEG EN D
08
09
50
GROUND FLOOR PLAN - MARITIME INSTITUTE
01 02 03 04 05 06 07 08 09 10 11
Main Entrance Staircase Entrance Lobby Admin Room Atrium Cafeteria Kitchen Multipurpose Hall Restroom AV Room Library
3.3 Elevation / Section
WEST ELEVATION - MARITIME INSTITUE
SOUTH ELEVATION - RESIDENTIAL COMPLEX
AXONOMETRIC SECTION - MARITIME INSTITUTE
51
3.4 Conceptualization
R E S I D E N T I A L C O M P L E X
BUIL D IN G FO OT PRIN T The building footprint in such a shape to allow for maximum efficiency of the structure and views on all different sides.
SE RVI CE CO RE S Addition of service core at the edges in order to ensure vertical transportation and meet the criteria for minimum walkable distance.
PU B L IC A M E N IT IE S Addition of public programs on the lower floors to increase the footfall as well as interaction between different user groups.
B RE A K O UT SPACE S The break out spaces helping in increasing the sociability of the structure and also promote cross ventilation at the edges.
A PART M E N TS The private residential units for midincome group of people
DO RMI TO RY The dormitories on the above floors catering to the different economic group
03 04 05
08
02
07 09
LEG E N D 06
10 01
13 11
52
GROUND FLOOR PLAN - RESIDENTIAL COMPLEX
12
01 02 03 04 05 06 07 08 09 10 11 12 13
Entrance Lift lobby Staircase Dining hall Kitchen Restroom Indoor gaming Fitness centre Beauty salon Admin office Stationary store Pharmacy store Departmetal store
3.5 End wall section
END WALL SECTION 1:5
END WALL SECTION 1:5
AXONOMETRIC SECTION - RESIDENTIAL COMPLEX
END WALL SECTION 1:20
53
04 54
THE TWIST PASSENGER TERMINAL The project aims at designing through digital medium in a productive way towards understanding the fundamentals of structures, specifically long span structures. The project helps to explore the structural understanding and paves way to develop a relationship between constrcution and functionality which compliments the organisation of the structure.
Academic | 5th Year Technical Design Studio Year | 2021-2022 Team | Vedant Khedekar, Manan K Hingoo, Mansi Kothari Guided By | Ar. Karan Danda, Ar. Sripad Bhalerao Location | Beirut Port, Lebanon
55
MORPHOLOGY OF THE CURVE
FORMATION OF THE GEOMETRY
01
Addition of girder beam, helping in transferring the load to the ground.
03
Addition of bracings to prevent the swaying of the main truss members and increasing the stability.
05
Retractable skylight to bring in the light and helping in increasing the ventilation of the place.
56
CR EATION OF THE OUTER SHEL L
A DDITION OF FOL D E D PL AT E SYSTEM
02 Installation of the main roof steel structure supporting the ridges and valleys of the structure.
04 Cladding of the members with ETFE membrane which helps in obstructing the heat.
06 Development of the ground in order of allow easy movement of passengers inside the terminal.
Steelball bolted node 300mm hollow steel section
Sleeve
300mm dia steel section Supper cone Hook bolt
High strength achor bolt
Sealing plate
Sleeve & base plate Hook bolt Girder beam
Pin acting as a steel connector
JOINERY DETAIL AT NODE
Developed ground
JOINERY DETAIL AT GROUND LEVEL ETFE MEMB RAN E
BRACING MEM B E RS
CENTRAL VIEW OF THE COURTYARD FOLDED PL ATE TRUS S
INTERNAL L AYO UT
EXPLODED AXONOMETRIC DIAGRAM
LONGITUDNAL SECTION
INTERNAL VIEW OF THE STRUCTURE
57
05 58
BISHAN PARK INTERPRETING THE LANDSCAPE The short projects aims towards representing an already existing landscape facility in the most unique way possible, highlighting all the unique aspects of it. The project included understanding the landscape and various factors that are considered while designing such large entities.
Academic | 5th Year ARD Studio Year | 2021-2022 Guided By | Ar. Juhi Prasad Location | Sigapore
59
06
OCEAN PEARL HOME : DESIGN YOUR DREAMS Competition Entry | ARCHASM 2020 Location | Niyama Island, Mauritius Team | Vedant Khdekar, Manan K Hingoo, Mansi Kothari Contribution | Research, Formulating design approach & concept, drawings & graphical
60
representation
61
01
02
The form is set back eastward giving a wide expanse on the windward direction, with the building footprint occupying only half of the plot acreage.
03
The form is a result of layering a sequence of realms; public, semi-public and private, bottom to top respectively.
04
The structure, standing tall, is spined by two edge cores on its shorter spans, and a third one on its rear façade.
05
The façade is scooped out to form a series of green interaction voids, articulating the front elevation and breaking the monotony.
06
The slabs are projected outward in a predetermined pattern to merge blur adjacent program boundaries, and increase interaction between the terraces.
The setback area towards the main road is landscaped and designed to provide a gathering and pause point for the masses.
EXPLODED AXON OM ETR IC PR IVAT E ZO NE
Hmmm... museum or shopping ?
Ohhh! Come sit, I can see the ocean from here!!!
07
THE ANCHOR HOME : DESIGN YOUR DREAMS Competition Entry | UNI Sustainable Skyscraper Location | Nariman Point, Mumbai Team | Vedant Khdekar, Manan K Hingoo, Mansi Kothari, Ritika Mehta Contribution | Research, Formulating design approach & concept, drawings & graphical
62
representation
LO CATION PL AN
B IR D’ S EYE VI EW OVE RALL STRUCTURE
EXPLODED AXONOMETRIC PUBLIC ZONE
01
05
RESTAURANT
NURSERY SPACE
02
06
INDOOR GAMING
MINI THEATRE
03
07
FITNESS CENTRE
AMUSEMENT PARK
04
08
LIBRARY
AQUARIUM
63
7
3
2
3330
3480
470
920
3125
2285
3480 3330
3180
150
400 85
S13
CANTILEVERED SLAB
56
S4
3
CAST IRON RWP
60
54
STAIRCASE FROM VERANDAH TO POOL WALKWAY
4
3
2
20 S1
70
14
DECK 1
1
42
C
49
9
9A
SECTION 8
DESCRIPTION
APPROVED
3480 3330 150 ARCHITECT :
13
8
1720
S9
1
LVL: +0.90M
DRAWING TITLE : DRAWING NO
:
PROJECT NAME :
4
LVL: -1.35M
DRAWN :
2
CHECKED :
APPROVED :
SUNK
SCALE :
15
16 DATE
685
60
S1
70
150
200 20
DRAWN
APPROVED
7'
7
4 8
12
13'
1'
1'
1
C'
19A
300
400
3
300
2
900
1110
2
13
SCALE :
DATE :
28
STAGE :
7
R750
REV :
STAIRCASE FROM VERANDAH TO POOL WALKWAY
915 3480 3330
20
APPROVED :
400
CHECKED :
3180
1850
4345
1850
3745
1850
3145
150
1350
FORMAL/ INFORMAL
VERANDAH Vedant Khedekar Team | Ar.32 Rohit Shinkre, Shardul Patil, Nikhil Bhagwat, Sonal More, LIVING 1
2
3
3
2
1
150
39
COURTYARD
19
S4
DRAWN :
4705
projects@rsarchitects.net
Location | Ransai, Raigad.
4
675
23 NAME : PROJECT
Rohit Shinkre Architects
CIRCULAR CUTOUT IN RCC PARDI POOL WALKWAY
6
13A
3745
S1
:
3870
25
S1A
255
ARCHITECT :
205
425 600
600
CONSULTANT :
S1A
DRAWING NO
19 14 SUNK 9 9A Contribution | Site supervision, meeting with client, computer drafting, 3d Modeling, 23 28
40A
presentation drawings.
64
SECTION 2 1
14
5
400
420 125
32
750
1
40B
3
11'
1
KEY PLAN @1:500
150
2
10 5
Work13Experience | January 2021 - June 2021 5 7 16
ENTRANCE FOYER
3
LANDSCAPE SHOULDER
SEATING
S4
37
900 300
450
ENTRY PORCH
625
200
STONE CLADDING ON CAVITY WALL 4000 (DRIVEWAY
5
3875
3310
IN ELEVATION
9'
DRAWING TITLE :
750
5.
3325
S13
47B DESCRIPTION APPROVED RCC BAND PROJECTION
4
8'
LAKESHORE BUNGALOW 2700
S8
INSECT MESH SUSPENDED FROM RCC PARDI
ALL DIMENSIONS ARE IN MILLIMETERS AND ALL LEVELS ARE INDICATED IN METERS. DRAWINGS WILL BE REFERRED ALONG WITH RELEVANT STRUCTURAL DRAWINGS. ALL STRUCTURAL WORK WILL BE DONE AS PER STRUCTURAL DRAWINGS. 47 INCASE OF ANY DISCREPANCY CONTRACTOR WILL S8 CONSULT THE ARCHITECT FOR RESOLUTION. FOR FABRICATION ITEMS THE DRAWINGS IS ONLY INDICATIVE. CONTRACTOR WILL SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL.
3325
600
3495 SLOPE
675 7
RANSAI ESTATE
GENERAL NOTES :
1. 2. 3. 4.
LVL: -0.75M LVL: -0.90M
4
7
INCLINED ROOF WITH LAWN BEAM WITH SLEEVE FOR DRAIN 300MM WIDE SLAB PROJECTION (150MM THK)
RCC PARDI FOR CIRCULAR OPENING
3895
08 150MM THK. SUNK
1
4
5
ROOF WITH MONIER TILES AND TIMBER UNDERSTRUCTURE SKYLIGHT
ROOF WITH MONIER TILES AND TIMBER UNDERSTRUCTURE
RCC TAPERED SLAB
4'
2600
150
ALL DIMENSIONS ARE IN MILLIMETERS AND ALL LEVELS ARE INDICATED IN METERS. BEDROOM 3 DRAWINGS. DRAWINGS KITCHEN WILL BE REFERRED ALONG WITH RELEVANT STRUCTURAL ALL STRUCTURAL WORK WILL BE DONE AS PER STRUCTURAL DRAWINGS. INCASE OF ANY DISCREPANCY CONTRACTOR WILL CONSULT THE ARCHITECT FOR RESOLUTION. 64 IS ONLY INDICATIVE. CONTRACTOR72WILL FOR FABRICATION ITEMS THE DRAWINGS 6 2 3 SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL. 7'
52 5.
DESCRIPTION
11
3275
GENERAL NOTES : 1. 2. 3. 4.
BOX PROJECTION
89
12
3275
3325
3125
81 C
5 ENTRANCE FOYER
SECTION CC - Ransai Lakeshore Estate 3'
ELEVATION BAND PROJECTION STONE CLADDING ON BRICK WALL
78
8
2
SLOPING ROOF OF BED 1& 2
STAIRCASE IN M.S FABRICATION & T.W PLANKS
200
54
ELLIPTICAL LOAD BEARING WALL INCLINED ROOF WITH LAWN & SKYLIGHT
RCC LANDING 150MM THK.
3030
2850
3445
3620
3
I
CANTILEVERED SLAB
CANTILEVERED SLAB
SECTION 1 1
2
3
4
REV :
400
H
G
85
450
2
1175
200 700 500
1
F
26
67
SAUNA
19 REV
STAGE :
300MM WIDE CANTILEVER (150MM THK.) SKYLIGHT
85A
DINING
FORMAL LIVING 300
150
FFL: -1.35M
E
300
TOILET
4070
200 425 2750
300 400
6
7
OUTDOOR BATH
DATE :
I
VERTICAL S13 LOUVRES
61
150
120
13
SHALLOW POOL
59
76
COURTYARD CIRCULAR PARDI
COURTYARD
ROOF WITH LAWN
2725
MASTER BEDROOM
505
505
450
525 3
LVL: ±0.00M LVL: -0.60M
SECTION 5 9
2095 3125
2095
53
525
525
50
150MM THK. AAC BLOCKWORK 100MM THK. WIRECUT BRICK RCC BAND
LVL: -1.315M
670
RCC BAND PROJECTION IN ELEVATION
FOYER
SKYLIGHT INCLINED RCC ELLIPTICAL SLAB MOSAIC FINISH ON EXTERNAL FACE OF ELLIPTICAL WALL
S6
RCC ELLIPTICAL ROOF WITH M.S MEMBERS D 74 S1A S2A PARTIALLY EMBEDDED 24 AS BEAM TIMBER COLUMN CIRCULAR COLUMNS TO SUPPORT ELLIPTICAL ROOF
STUDY-LOUNGE 21
H
G
BEAM WITH SLEEVE FOR DRAIN INCLINED ROOF WITH LAWN
BASE FOR TIMBER COLUMN INCLINED
STUDY 150MM BBC LOUNGE WATERPROOFING
17
SHALLOW POOL
LVL: +2.25M LVL: +2.00M
S2A
62
3025
2815
VERTICAL SKYLIGHT DECK 1 PERGOLAS
LVL: +2.725M LVL: +2.525M
CANT.
28/29 FILLING S1
EXT. WIRECUT BRICK WALL
DECK 2
SLAB PROJECTION INSIDE
51
C
54
S12
ROOF WITH MONIER FLOATING BENCH IN TILES AND TIMBERM.S FRAME & T.W UNDERSTRUCTURE PLANKS
2600
100
LVL: +5.010M
TIMBER BUILT-UP PURLIN JACUZZI VERTICAL SKYLIGHT
TERRACE
755 450
CK 3
B
2700
3050 3260
LVL: +5.85M
400
200
50MMTHK. FLOOR FINISH AS APPROVED
A
F
CIRCULAR COLUMNS TO SUPPORT ELLIPTICAL SLAB RCC PARDI FOR CIRCULAR OPENING INSECT MESH SUSPENDED FROM RCC PARDI
INCLINED ROOF WITH LAWN
SUSPENSION CABLES
E
450
D
ROOF WITH MONIER TILES AND TIMBER UNDERSTRUCTURE
A
6
POWDER ROOM
79
LVL: -0.90M
Rohit Shinkre Architects projects@rsarchitects.net
3
LVL: ±0.00M
50MM THK. MOSAIC FINISH OF EXTERNAL FACE OF 1ELLIPTICAL BRICK WALL M.S FABRICATED STAIRCASE WITH TIMBER PLANKS AS TREAD 150MM THK. RCC LANDING
SECTION 4
SECTION BB - Ransai Lakeshore Estate
M.S BOX SECTIONS 150MM AS COLUMNS
200
FILLING
SECTION 3 C
ISMB 200 BEAM 25MM THK. TIMBER PLANKS AS FINS SUSPENDED TENSILE ROOF
TER. 86
4 8 230MM THK. ELLIPTICAL 5BRICK WALL
C'
KEY PLAN @1:500
LVL: -1.35M
POWDER ROOM
LVL: +2.00M
STAIRCASE FROM VERANDAH TO POOL WALKWAY
VERANDAH
5
LVL: +2.70M LVL: +2.55M1' 1' LVL: +2.35M
S12
6
R750 28
450
CONSULTANT :
4
COL: 32
3250
S1
2
20
FORMAL/ INFORMAL LIVING LVL: -1.20M
DRAWINGS WILL BE REFERRED ALONG WITH RELEVANT STRUCTURAL DRAWINGS. ALL STRUCTURAL WORK DRAWINGS. 1 3 WILL BE DONE AS PER STRUCTURAL 2 INCASE OF ANY DISCREPANCY CONTRACTOR WILL CONSULT THE ARCHITECT FOR RESOLUTION. FOR FABRICATION ITEMS THE DRAWINGS IS ONLY INDICATIVE. CONTRACTOR WILL SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL.
5.
1230
1430 12
3180
GENERAL STUDYNOTES : STUDY 1. LOUNGE ALL DIMENSIONS ARE IN MILLIMETERS AND ALL LEVELS ARELOUNGE INDICATED IN METERS.
2. 6 3. 4.
7
18
17
7'
4
350
1110
225 28
3295 3870
2750
14 CORRIDOR
19
DRAWN
18
S4
LVL: +3.98M
VERTICAL SKYLIGHT CIRCULAR CUTOUT IN RCC PARDI POOL WALKWAY
12A
S3
18A
TER.
125
SUNK
12
DATE
10 TOILET
450
350
OUTDOOR BATH
7
4
300
CONSULTANT :
29
S11A 36
7'
7
3250
40
S4
3125
2825
2695
3225
STONE CLADDING
LVL: ±0.00M LVL: -0.60M LVL: -0.75M LVL: -1.05M LVL: -1.15M
REV
41 1
6
2
3
LVL: +5.85M LVL: +5.65M
8
22
S1
13
1800
46
TERRACE
11'
300
400 645 150
200
LVL: +2.67M LVL: +2.525M LVL: +2.275M LVL: +2.13M LVL: +2.00M
230MM THK. BRICK WORK 50MM THK. APPROVED FINISH
3025
RCC BAND PROJECTION IN ELEVATION
350 1050
PERGOLA SUSPENDED SHOWER
LVL: +4.445M
9
400
ROOF WITH MONIER TILES AND TIMBER UNDERSTRUCTURE SKYLIGHT
LVL: +5.010M
8'
INCLINED ROOF WITH LAWN BEAM WITH SLEEVE FOR DRAIN 300MM WIDE SLAB PROJECTION (150MM THK)
450
6
400
4
400
3
275 400
2
TE 64
78
SECTION 2 1
S4
STAIRCASE IN M.S FABRICATION & T.W PLANKS
CANTILEVERED SLAB
VERANDAH
23
LVL: +5.85M
RCC LANDING 150MM THK.
400
2850
300 125 3030
3445
3620
450
RAIN WATER DRAIN 175MM 26 HIGH 150MM THK. BRICK WORK
3020
300
300MM WIDE
DINING
2
D
CANTILEVER INCLINED ROOF WITH (150MM THK.) LAWN SKYLIGHT 50MM THK. FLOOR FINISH AS APPROVED
85A
1175
685
200 700 500
76
450
150
2700
1
C
S6
74 S1A 24
4070
2750
400
3100
3310
400 2865 1110
150
450
675470
3275 200 425
14
SUSPENSION CABLES FFL: -1.35M
FORMAL/ INFORMAL LIVING
1
19
SUNK
28
B BEAM WITH SLEEVE FOR DRAIN INCLINED ROOF WITH LAWN
S2A
DECK 2
SKYLIGHT INCLINED RCC ELLIPTICAL SLAB 7 SECTION MOSAIC FINISH ON EXTERNAL FACE OF ELLIPTICAL WALL
6
8'
9
11'
13
ARCHITECT :
40A
1
750
32
1350
900
150
750
39
COURTYARDLVL: -1.35M LVL: -1.95M 3 2
150
1
40B
3
2
900 300
450
SEATING
4
A
POOL WALKWAY
R750
I
LVL: -0.75M LVL: -0.90M
13'
7
H
G
COURTYARD IN RCC PARDI
28
SECTION 25
LVL: -0.90M
SECTION AA - Ransai Lakeshore Estate
ENTRY PORCH
2600
150 3275 450 3025
DECK 3 20
300
13 21
VE
58
F
915 3480 3330
LVL: -0.43M
E
BASE FOR TIMBER COLUMN CIRCULAR CUTOUT
13A
BEDROOM 1
150
16
2430
3 38
30
275
2435 465
120 200
19A M.S BOX 19 17 SECTIONS 150X150MM AS S4 COLUMNS
STUDY LOUNGE
3745
LVL: ±0.00M 1850
3145
1850
3745
3325
300
LVL: -1.35M
67
1
TIMBER COLUMN
3180
4000 (DRIVEWAY
5
28/29 FILLING S1
IN ELEVATION
3895
ENTRANCE FOYER
3
LANDSCAPE SHOULDER
13
2700
STONE CLADDING ON CAVITY WALL
3325
5
3875
3310
RCC BAND PROJECTION IN ELEVATION
200
S1 23 25 EXISTING S1A BUNGALOW RCC BAND PROJECTION PLINTH
SHALLOW POOL
S1A
11'
4705
32
76
12 ISMB 200 BEAM 25MM THK. TIMBER PLANKS AS FINS S2A 62 SUSPENDED TENSILE ROOF
10 TERRACE
675
S4
37
LVL: +2.325M DECK 1 LVL: +2.225M LVL: +2.00M
S13
47B
54
3870
S8
LVL: +4.445M
9'
670
2700 420 125
200
JACUZZI
47
625
600
3495 SLOPE
INSECT MESH SUSPENDED FROM RCC PARDI
DECK 2
100
LVL: ±0.00M LVL: -0.30M LVL: -0.75M LVL: -0.90M S8LVL: -1.315M LVL: -1.65M
150MM THK. SUNK
8'
S12 INCLINED ROOF WITH LAWN WITH FLOATINGBEAM BENCH IN SLEEVE FOR DRAIN M.S FRAME & T.W 300MM PLANKSWIDE SLAB LVL: +2.96M (150MM THK) EXT. PROJECTION WIRECUT BRICK LVL: +2.525M WALL
RCC PARDI FOR CIRCULAR OPENING
SKYLIGHT
DECK 3
LVL: +5.010M7 LVL: +3.985M
SUSPENSION CABLES
3050 3260
ROOF WITH MONIER TILES AND TIMBER UNDERSTRUCTURE
5
2815
M.S BOX SECTIONS ROOF WITH MONIER 150X150MM AS TILES AND TIMBER COLUMNS UNDERSTRUCTURE
64
23 4
51
CIRCULAR COLUMNS TO SUPPORT ELLIPTICAL SLAB 72 RCC PARDI FOR CIRCULAR OPENING INSECT MESH SUSPENDED FROM RCC PARDI
SECTION 1 AS APPROVED FINISH
4'
400
3'
205
2
425 600
1
ROOF WITH MONIER TILES AND TIMBER UNDERSTRUCTURE
52
BOX PROJECTION 8
BEDROOM 3
LVL: 50MMTHK. +5.85M FLOOR
600
LVL: +3.010M LVL: +2.72M LVL: +2.525M LVL: +2.275M LVL: +2.13M LVL: +2.00M
RCC APERED SLAB
200
ISMB 200 BEAM 25MM THK. TIMBER PLANKS AS FINS SUSPENDED TENSILE ROOF
LVL: +4.445M
SECTION 7'
20
11
D
INCLINED ROOF WITH LAWN
755 255 450
LVL: +5.010M
19
KITCHEN
C
POOL WALKWAY
89
12
SECTION 3
BEDROOM 2
13
LVL: -1.35M81 LVL: -1.95M
28
ELEVATION BAND PROJECTION STONE CLADDING VERANDAH ON BRICK WALL
400
16
LVL: -0.90M
67
76
1850
15
4345
13
5 ENTRANCE FOYER
300
120
LVL: -0.60M LVL: +5.85M SHALLOW POOL LVL: -1.315M
LVL: -1.95M
SAUNA
FORMAL/ INFORMAL LIVING LVL: -1.20M
LVL: -0.43M 1
2
R750
OF BED 1& 2
20
LVL: ±0.00M
3
61 50MM THK. STONE CLADDING
6
TOILET
150
505
505
LVL: ±0.00M
OUTDOOR BATH
LVL: -0.90M
59
2725
MASTER BEDROOM
6
3325
525
3
BLOCKWORK RCC STUDY BAND PROJECTION IN ELEVATION LOUNGE
LVL: ±0.00M
7
7
9
2095 3125
2095
150MM THK. AAC BLOCKWORK 100MM THK. WIRECUT BRICK RCC BAND
2600
NT.
53
525
525
8.1 Sections / Details 50
LVL: +2.25M LVL: +2.00M
19
3125
450
STUDY-LOUNGE
SUNK
12
400
3
28
TOILET
300
LVL: +2.725M LVL: +2.525M
ROOF CIRCULAR 14 WITH PROJECTION LAWN PARDI TIMBER PLANK STUDY CORRIDOR AS SEATING LOUNGELIVING FORMAL
WATERPROOFING
OUTDOOR BATH 350
SLAB PROJECTION INSIDE
1
PERGOLAS
LVL: ±0.00M LVL: -0.60M LVL: -0.75M LVL: -1.05M LVL: -1.15M
269
STONE CLADDING
TIMBER BUILT-UP PURLIN VERTICAL SKYLIGHT
8.2 Powder Room RAILING IN MS FLATS WITH T.W HANDRAIL
8 3 4
3
5
300 300 300
8
1
10MM THK MS STRINGER
7
RAILING IN MS FLATS GAP WITH100MM T.W HANDRAIL
6
2
3
FROM DADO
8
4
20MM THK. CEMENT BOARD TREADS 230 ON MM25X25MM THK BRICK WALL FIXED ANGLE FRAME DADO WELDED TO THE FLATS STRINGER RCC COLUMN
EMBEDDED M.S BOX SECTION AS BEAM IN RCC SLAB EMBEDDED M.S BOX SECTION AS BEAM IN RCC SLAB
6
4
7 5
300 300 300
FROM DADO
8
MSWALL STRINGER 230 MM10MM THK THK BRICK
7
10 9
DADO RCC COLUMN
LINE
10 9
M.S FLAT
STRINGE INCLINED ELLIPTICAL SUPPOR RING BEAM
RAILING IN MS FLATS
FABRICATED STAIRCASE WITH T.W HANDRAIL IN 75MM X 8MM FLATS AND 20MM THK. PLANKS AS TREAD S STAIRCASE FABRICATED IN 75MM X 8MM FLATS AND 20MM THK. PLANKS AS TREAD S FABRICATED STAIRCASE
PITCHING LINE
10
PITCHING LINE8'
TREADS
INCLINED ELLIPTICAL RING BEAM
IN 75MM X 8MM FLATS AND 20MM THK. PLANKS AS TREAD S
INCLINED ELLIPTICAL RING BEAM
PWD.RM PWD.RM
3550
8'
8'
LVL:+2.15M
4
5
10MM THK MS STRINGER 100MM GAP FROM DADO
7
5
10MM THK MS STRINGER
6 6
8
10MM THK MS STRINGER 230 MM THK BRICK WALL DADO DADO RCC COLUMN RCC COLUMN
7 7
100MM GAP
8
CUTOUT FOR SERVICES
3050
CUTOUT FOR SERVICES
RAILING FLATS WITH T. HANDRA
RCC LA
LVL:+0.00M
FOYER
LVL: -0.90M
100MM GAP FROM DADO FROM DADO
9
8
230 MM230 THK BRICK WALLWALL MM THK BRICK
PWD.RM
PWD.RM
LVL: -1.20M
SUNK
300
6
4
3
LVL:+0.9M M.S FLATS AS STRINGER/ SUPPORTLVL:+0.9M FOR RCCTREADS LANDING LVL:+0.00M RCC LANDING M.S FLATS AS STRINGER/ M.SSUPPORT FLATS AS STRINGER/ FOR TREADS SUPPORT FOR TREADS LVL:+0.00M
10MMT.W THK MSFLATS STRINGER WITH RAILING IN HANDRAIL MS WITH T.W HANDRAIL
3 2
300
2 1
PWD.RM
300
1
8
FLATS STRINGER
3050
RAILING IN MS FLATS
5
8
3150
4
2650
3
3150
2
CUTOUT FOR SERVICES
SUNK
2650
1
ELLIPTICAL BRICK WALL
SUNK
3150
RAILING IN MS FLATS WITH T.W HANDRAIL
8
LVL:+2.15M 20MM THK. CEMENT BOARD LVL:+1.95M TREADS FIXEDLVL:+2.15M ON 25X25MM ANGLE FRAMELVL:+1.95M WELDED TO THE FLATS STRINGER 20MM THK. CEMENT BOARD TREADS FIXED ONLVL:+0.9M 25X25MM 20MM THK. CEMENT BOARD ANGLE FRAME WELDED TO THE TREADS FIXED ON 25X25MM FLATS STRINGER RCCTO LANDING ANGLE FRAME WELDED THE
2650
GROUND FLOOR PLAN OF PW ROOM
20MM THK. CEMENT BOARD TREADS FIXED ON 25X25MM ANGLE FRAME WELDED TO THE FLATS STRINGER 20MM THK. CEMENT BOARD TREADS THK.THK CEMENT BOARD TREADS MS STRINGER FIXED20MM ON10MM 25X25MM ANGLE FRAME FIXED ON 25X25MM ANGLE FRAME WELDED TO THE FLATS STRINGER DADO WELDED TO THE FLATS STRINGER RCC COLUMN 10MM THK MS STRINGER
SUNK
LVL:+1.95M
GROUND FLOOR PLAN OF PW ROOM
230MM THK. ELLIPTICAL BRICK WALL 230MM THK. ELLIPTICAL 230MM THK. BRICK WALL
2260
PWD.RM
GROUND FLOOR PLAN OF PW ROOM
RCC LAN
EMBEDDED M.S BOX SECTION AS BEAM IN RCC SLAB
RAILING IN MS FLATS WITH T.W HANDRAIL
100MM GAP PITCHING FROM DADO
8
230 MM THK BRICK WALL
RAILING IN MS FLATS WITH T.W HANDRAIL
10MM THK MS STRINGER 100MM GAP
9
6
2260
2
2260
1
RAILING IN MS FLATS 10MMT.W THKHANDRAIL MS STRINGER WITH
5
300 300 300
3050
8
3550
2
3550
1
20MM THK. CEMENT BOARD TREADS FIXED ON 25X25MM ANGLE FRAME WELDED TO THE FLATS STRINGER 20MM THK. CEMENT BOARD TREADS THKANGLE MS STRINGER FIXED ON 10MM 25X25MM FRAME WELDED TO THE FLATS STRINGER DADO RCC COLUMN 10MM THK MS STRINGER
FOYER
-0.90M LVL: LVL: -0.90M
10 9 9
SUNK
SUNK
-1.20M LVL: LVL: -1.20M
FOYER
M.S FL STRIN SUPPO TREAD
10
11
11
11
12
13
8' 12
12
14 13
15 16 15 16 18
8'
14
17 18
17
8'
13
14
15
16
17 18
P O W D E R R O O M P l aFIRST n FLOOR PLAN OF PW ROOM
P O W D E R R O OSECTION MSECTION S e8,8' ction 8,8'
FIRST FLOOR PLAN OF PW ROOM
SECTION 8,8'
PLATE 18 MM THK PLASTER
RAILING 10MM THK ANGLE PLATE 10MM RAILING PLATE 10MM THK BASE PLATE
25
65
25 25
75 100
65
75
65
50 10MM MS PLATE 50
DATE
REV
DATE
DRAWN
DESCRIPTION230
REV
DATE
DRAWN
DESCRIPTION
DESCRIPTION
75
CONSULTANT :
APPROVED 230
DETAIL D
10MM MS PLATE
1. ALL DIMENSIONS IN MILLIMETERS AND ALL LEVELS ARE INDICATED IN METERS. GENERAL ARE NOTES : 2. DETAIL DRAWINGS WILL BE REFERRED ALONG WITH RELEVANT STRUCTURAL DRAWINGS. 1. STRUCTURAL ALLCDIMENSIONS IN MILLIMETERS AND ALL LEVELS ARE INDICATED IN METERS. 3. ALL WORK WILLARE BEDETAILED DONE ASSECTION PER STRUCTURAL DRAWINGS. DETAILED SECTION AT A AT A 2. GENERAL WILL BE REFERRED ALONG WITH STRUCTURAL SCALE SCALE 1:5 CONSULT 1:5 RELEVANT 4. INCASE OFDRAWINGS ANY DISCREPANCY WILL THE ARCHITECT FOR DRAWINGS. NOTES : CONTRACTOR 3. ALL STRUCTURAL WORK WILL BE DONE AS PER STRUCTURAL DRAWINGS. RESOLUTION. 20MM MS TIE ROD 1.4. FABRICATION ALL DIMENSIONS ARE IN MILLIMETERS ANDMSTYPICAL ALL LEVELS ARE INDICATED IN METERS. TIE ROD INCASE OF ANYTHE DISCREPANCY WILL CONSULT THE FOR 5. FOR ITEMS DRAWINGS ISCONTRACTOR ONLY20MM INDICATIVE. CONTRACTOR WILLARCHITECT TYPICAL 2. SHOP DRAWINGS WILLFOR BE REVIEW REFERRED WITH RELEVANT STRUCTURAL DRAWINGS. SUBMIT DRAWINGS AND ALONG APPROVAL. RESOLUTION.
FOR FABRICATION ITEMS THE DRAWINGS IS ONLY INDICATIVE. CONTRACTOR WILL OF ANY DISCREPANCY CONTRACTOR RAPPROVED O O5.4. FINCASE D E TA I LAND APPROVAL. -WILL CONSULT 1 :THE ARCHITECT 5 FOR SUBMIT SHOP DRAWINGS FOR REVIEW RESOLUTION. APPROVED
3.
TILE TILE STRUCTURAL (PLANO) AT THE AT END THE END ALL STRUCTURAL WORK WILL BEBARGE DONEBARGE AS(PLANO) PER DRAWINGS.
5.
DETAILED SECTION FOR FABRICATION ITEMS THE DRAWINGS ISA ONLY INDICATIVE. CONTRACTOR WILL SCALEAT1:5 SCALE 1:5 AND APPROVAL. SUBMIT SHOP DRAWINGS FOR REVIEW
25MM THK 25MM INSULATION THK INSULATION BOARD BOARD
DETAILED SECTION AT A
165
BARGE TILE (PLANO) AT THE END BARGE TILE (PLANO) AT THE END
25MM THK INSULATION BOARD 25MM THK INSULATION BOARD
PLANO TILES PLANOBMI TILES MONIER BMI MONIER (330 X 420 (330MM) X 420 MM)
345
345
50
345 50
150
150
64 MIL BITUTHENE MEMBRANE FOR 64 MIL BITUTHENE MEMBRANE FOR WATER PROOFING. WATER PROOFING. REF SPEC FOR DETAIL REF SPEC FOR DETAIL
12MM THK 12MM CEMENT THK CEMENT BOARD BOARD AS PACKING AS PACKING ON BOTH ONSIDES BOTH SIDES
100
50
50
LEADFLASHING LEADFLASHING
20MM THK MARINE PLY AS A BASE 20MM THK MARINE PLY AS A BASE
100
25
25
BMI MONIER PLANOPLANO TILES TILES BMI MONIER X 420 MM) (330 X(330 420 MM) 35 35
100
64 MIL BITUTHENE 64 MIL BITUTHENE MEMBRANE MEMBRANE FOR FOR WATER WATER PROOFING. PROOFING. REF SPEC REFFOR SPEC DETAIL FOR DETAIL
MS BOXMS SECTION BOX SECTION 50 X50 AS 50 SPACER X50 AS SPACER SB3
410
410
150
345
150
SB3
35 X 25MM 35 XDEEP 25MMTW DEEP BATTENS TW BATTENS ST1 ST1 12MM THK CEMENT 12MM THK CEMENT BOARD BOARD AS PACKING BOTH SIDES AS PACKING ON BOTHON SIDES
MS BOX SECTION X50 AS SPACER MS BOX SECTION 50 X50 AS50 SPACER
SB3 SB3
SB3 25
25
DETAILED DETAILED SECTION SECTION AT AT SCALESCALE 1:10 1:10
35
410
35
410
DETAILED DETAILED SECTION SECTION AT B AT B SCALESCALE 1:5 1:5
ARCHITECT :
ARCHITECT :
CONSULTANT :
DESCRIPTION DESCRIPTION
ALL ARE IN MILLIMETERS AND ALLAND LEVELS ARE INDICATED IN METERS. 1. DIMENSIONS ALL DIMENSIONS ARE IN MILLIMETERS ALL LEVELS ARE INDICATED IN METERS. DRAWINGS WILL BEWILL REFERRED ALONG WITH RELEVANT STRUCTURAL DRAWINGS. 2. DRAWINGS BE REFERRED ALONG WITH RELEVANT STRUCTURAL DRAWINGS. ALL WORK WILL BEWILL DONEBEASDONE PER AS STRUCTURAL DRAWINGS. 3. STRUCTURAL ALL STRUCTURAL WORK PER STRUCTURAL DRAWINGS. INCASE OF ANYOF DISCREPANCY CONTRACTOR WILL CONSULT THE ARCHITECT FOR FOR 4. INCASE ANY DISCREPANCY CONTRACTOR WILL CONSULT THE ARCHITECT RESOLUTION. RESOLUTION. 5. FOR ITEMS THE DRAWINGS IS ONLYISINDICATIVE. CONTRACTOR WILL WILL 5. FABRICATION FOR FABRICATION ITEMS THE DRAWINGS ONLY INDICATIVE. CONTRACTOR SHOP DRAWINGS FOR REVIEW AND APPROVAL. APPROVED SHOP DRAWINGS FOR REVIEW AND APPROVAL. APPROVED SUBMITSUBMIT
CONSULTANT :
DESCRIPTION DESCRIPTION
ALL1.DIMENSIONS ALL DIMENSIONS ARE IN MILLIMETERS ARE IN MILLIMETERS AND ALL LEVELS AND ALLARE LEVELS INDICATED ARE INDICATED IN METERS. IN METERS. 50 DRAWINGS 2. DRAWINGS WILL WILL BE REFERRED ALONG WITH ALONG RELEVANT WITH RELEVANT STRUCTURAL STRUCTURAL DRAWINGS. DRAWINGS. 50 BE REFERRED ALL3.STRUCTURAL ALL STRUCTURAL WORK WILL WORK BE DONE WILL BE AS DONE PER STRUCTURAL AS PER STRUCTURAL DRAWINGS. DRAWINGS. INCASE 4. OFINCASE ANY DISCREPANCY OF ANY DISCREPANCY CONTRACTOR CONTRACTOR WILL CONSULT WILL CONSULT THE ARCHITECT THE ARCHITECT FOR FOR RESOLUTION. RESOLUTION. 5. FOR5. FABRICATION FOR FABRICATION ITEMS THEITEMS DRAWINGS THE DRAWINGS IS ONLY INDICATIVE. IS ONLY INDICATIVE. CONTRACTOR CONTRACTOR WILL WILL SUBMIT DRAWINGS SHOP DRAWINGS FOR REVIEW FORAND REVIEW APPROVAL. AND APPROVAL. APPROVED APPROVED SUBMIT SHOP
:
PROJECT PROJECT NAME : NAME :
p r o j e c t sp@ r or jseacr tcsh@ i t rescat rsc. hn iet te c t s . n e t
DRAWNDRAWN : : CHECKED CHECKED : APPROVED : APPROVED : :SCALE :SCALE :
DATE : DATE STAGE : REV :: REV : :STAGE
DETAILED SECTION DETAILED SECTION AT B AT B SCALESCALE 1:5 1:5 DRAWING TITLE : TITLE : DRAWING
CONSULTANT :
CONSULTANT :
DRAWING DRAWING NO : NO
R o h i t S hR ionhki rt eS Ah ri cn hk ri tee Ac rt cs h i t e c t s
GENERAL NOTESNOTES : GENERAL : 1. 2. 3. 4.
ARCHITECT :
ROOF DETAIL - Bedroom 2 ARCHITECT :
ROOF DETAIL - Bedroom 1
ST1
DRAWING DRAWING TITLE : TITLE :
50
50
GENERAL GENERAL NOTES :NOTES : 1. 2. 3. 4.
SB3
35 DEEP X 25MM TW BATTENS 35 X 25MM TWDEEP BATTENS ST1
DRAWING NO : NO DRAWING
:
PROJECT NAME : NAME : PROJECT
R o h i t S hR ionhkirt eSAhri cn hk irtee A c tr sc h i t e c t s p r o j e c t sp@ i t re sc at sr c. nh ei t e c t s . n e t r or jseacr tcsh@
DRAWN DRAWN : : APPROVED : SCALE : SCALE : DATE : :CHECKED CHECKED : APPROVED :
REV : : STAGE : STAGE DATE :
DETA
DETA
CONSULTANT CONSULTANT : :
REV
165
165
RCC BM. RCC BM.
DRAWN
400
400
95
230
20MM STONE TILE 20MM MS 20MM TIE ROD MS TIE ROD TYPICALTYPICAL
DETAIL C : GENERAL NOTES
230 250
20MM THK 20MM MARINE THK MARINE PLY AS PLY A BASE AS A BASE
ST1 BARGE ST1 TILE (PLANO) AT THE END BARGE TILE (PLANO) AT THE END
REV REVDATEDATEDRAWN DRAWN
7575
75
25
10MM M.S STRINGER 18MM PLASTER 10MM ANGLE PLATE 10MM M.S STRINGER
0 20MM STONE TILE 75 250 10MM MS PLATE 20MM STONE TILE
DETAIL C
100 250
25MM THK INSULATION BOARD 25MM THK INSULATION BOARD 12MM THK CEMENT BOARD 12MM THK CEMENT BOARD AS PACKING ON BOTH SIDES AS PACKING ON BOTH SIDES MS BOX SECTION 50 X50 AS SPACER LEADFLASHING MS BOXLEADFLASHING SECTION 50 X50 AS SPACER SB3 SB3 SB3 ST1SB3 ST1
DETAILED SECTION DETAILED SECTION AT AT SCALE SCALE 1:101:10
35
75
165
BARGE BARGE TILE (PLANO) TILE (PLANO) AT THE AT END THE END
REV DATE DATE DRAWNDRAWN
200
75
100
75
STONE TILE
18MM PLASTER 18MM PLASTER 10MM ANGLE PLATE 10MM ANGLE PLATE 10MM M.S STRINGER
75
PLANO TILES PLANOBMI TILES MONIER BMI MONIER (330 X 420 (330MM) X 420 MM)
20MM THK MARINE PLY AS A BASE 35 X 25MM 35 XMARINE DEEP 25MM TW DEEP BATTENS TWA BATTENS 20MM THK PLY AS BASE
REV
100
150
150 150 75
165
95
165
100
95
DETAIL B
35 X 25MM TW BATTENS 35 X 25MM DEEPDEEP TW BATTENS
50
200
100
B
100
RCC BM.RCC BM.
20MM THK 20MM MARINE THK MARINE PLY AS PLY A BASE AS A BASE 64 MIL BITUTHENE MEMBRANE FOR 64 MIL BITUTHENE MEMBRANE FOR PROOFING. 25MMWATER THK 25MM INSULATION THK INSULATION BOARD BOARD WATER PROOFING. REF SPEC FOR DETAILBOARD 12MM THK 12MM CEMENT THK CEMENT BOARD REF SPEC FOR DETAIL AS PACKING AS PACKING ON BOTH ONSIDES BOTH SIDES PLANO TILES BMI MONIER MS BOXTILES MS SECTION BOX SECTION 50 X50 AS 50 SPACER X50 AS SPACER PLANO BMI MONIER (330 X 420 MM) SB3 X 420 SB3MM) (330
B
50
35
165
B
MAIN RAFTER (100 X 100)
10MM M.S STRINGER
250
165
B
DETAILED SECTION AT DETAILEDSCALE SECTION 1:10AT SCALE 1:10
250
100 65
900 900
900
DETAIL B
DETAIL B
ROOF DETAIL - Living Room 230 230
165 165
10MM THK M.S ANGLE PLATE 150 THK SLAB 10MM THK MAIN RAFTER (100 X 100) M.S ANGLE PLATE MAIN RAFTER (100 X 100)
64 MIL BITUTHENE 64 MIL BITUTHENE MEMBRANE MEMBRANE FOR FOR WATER WATER PROOFING. PROOFING. REF SPEC REFFOR SPEC DETAIL FOR DETAIL
RCC BM. RCC BM.
150 THK SLAB 150 THK 10MM THKSLAB
STEEL ASSEMBLY TO HOLD MAIN TIMBER RAFTER M.S ANGLE PLATE ISMC 100MM (ISMC 100) RAFTER STEELINASSEMBLY TOSECTION HOLD MAIN TIMBER IN ISMC 100MM SECTION (ISMC 100)
250 MS STRAP TO HOLD250 THE RAFTER MS STRAP TO HOLD THE RAFTER
DETAILED DETAILED SECTION SECTION AT AT SCALESCALE 1:10 1:10
75
SCREED 18MM PLASTER
REF SPECMEMBRANE FOR DETAIL STONE TILESTONE TILE 64 MIL BITUTHENE FOR WATER PROOFING. M.S10MM STRINGER M.S SCREED REF SPEC FORSTRINGER DETAIL 50 MAIN RAFTER (100 X 100)
MS STRAP MS TO STRAP HOLD TOTHE HOLD RAFTER THE RAFTER
400
DETAIL A
345
75
100
200 X 2000 X 12MM THK MS PLATE 200 X 2000 X 12MM THK MS PLATE 4NOS 12MM DIA ANCHOR BOLT 4NOS 12MM DIA ANCHOR BOLT
165
100
100
200 250
25
20010MM 345
200
25 25325
95
230
A
325 325
400
415 415
230
A
STEEL ASSEMBLY TO HOLD MAIN TIMBER RAFTER IN ISMC 100MM SECTION (ISMC 100) STEEL ASSEMBLY TO HOLD MAIN TIMBER RAFTER SCREED IN ISMC 100MM SECTION (ISMC 100) 35 35 64 MIL BITUTHENE MEMBRANE FOR WATER PROOFING.
20MM THK MARINE PLY 4 NOS GAUGE SCREW AS A BASE 20MM THK MARINE PLY AS A BASE
200 250
10MM THK GUSSET PLATE 10MM GUSSETTIE PLATE TOTHK ANCHORE ROD (TYP) TO ANCHORE TIE ROD (TYP)
18MM PLASTER 18MM PLASTER 125MM THK SLAB
PLANO TILES BMI MONIER (330 X 420MM) 4 NOS GAUGE SCREW
300 200 250
125MM THK SLAB 125MM THK SLAB RAILING MAIN RAFTER MAIN RAFTER (100 X 100) (100 X 100)
REF SPEC REFFOR SPEC DETAIL FOR DETAIL
345
PLANO TILES BMI MONIER (330 X 420MM)
300 300
100
415
415
DETAIL A
DETAIL RCC BM.RCC BM. A
10MMX30MM RAILING
RAILING MS FLATS MS ANGLE PLATE 64 MIL BITUTHENE 64 MIL BITUTHENE MEMBRANE MEMBRANE FOR WATER FOR WATER PROOFING. PROOFING. 345
MAIN RAFTER MAIN RAFTER (100 X 100) (100 X 100)
100
20MM MS TIE ROD TYPICAL 20MM MS TIE ROD TYPICAL
IN ISMCIN 100MM ISMC SECTION 100MM SECTION (ISMC 100) (ISMC 100)
STEEL ASSEMBLY STEEL ASSEMBLY TO HOLD TOMAIN HOLD TIMBER MAIN TIMBER RAFTERRAFTER IN ISMCIN 100MM ISMC SECTION 100MM SECTION (ISMC 100) (ISMC 100)
935 MARINE 935 PLY 4 NOS GAUGE 4 NOS GAUGE SCREW SCREW 20MM THK SCREED FLOOR 150MMTHK SLAB SCREED FINISHFINISH FLOOR AS A BASE 20MM STONE TILE 250 250 25MM SCREED THKSTRINGER M.S STRINGER 10MM 10MM THK M.S DADO SCREED DADO FINISH20MM FLOOR SCREED 20MM 18MM SCREED THK PLASTER 20MM MS 20MM TIE ROD MS TIE ROD 200 18MM PLASTER 10MM THK M.SBRICK STRINGER TYPICALTYPICAL 230 THK WALL 250 MS COLO. MSST COLO. (100 ST DIA)(100 DIA) 230 THK BRICK WALL DADO RCC A 935 COLUMN 4ANOS GAUGE SCREW 20MMCOLUMN SCREED RCC 4 NOS GAUGE SCREW 18MM935 THK PLASTER 250 10MM THK 10MM GUSSET THK GUSSET PLATE PLATE 250 200 X 2000 200XX12MM 2000 XTHK 12MM MSTHK PLATE MS PLATE 230 THK BRICK WALL TO ANCHORE TO ANCHORE TIE RODTIE (TYP) ROD (TYP) 4NOS 12MM 4NOSDIA 12MM ANCHOR DIA ANCHOR BOLT BOLT RCC COLUMN
MS COLO. ST (100 DIA) MS COLO. ST (100 DIA)
4 NOS GAUGE 4 NOS GAUGE SCREW SCREW 20MM THK 20MM MARINE THK MARINE PLY PLY AS A BASE AS A BASE
150
10MM PLATE 20MM THK THK BASE CEMENT BOARD 20MM STONE TILE 20MM STONE TILE 25MM THK ANGLE TREADS FIXED ON FRAME 25X25MM 25MM THK ANGLE FRAME ANGLEANGLE FRAME WELDED TO TO 25MM THK ANGLE FRAME FRAME WELDED 20MM THK CEMENT BOARD 20MM STONE TILE THE FLATS STRINGER THE FLATS STRINGER TREADS FIXED ON 25X25MM 25MM THK ANGLE FRAME PLANO TILES BMI MONIER150MMTHK SLAB SLAB ANGLE150MMTHK FRAME WELDED TO 20MM STONE TILE 20MM STONE TILE (330MONIER X 420 MM) PLANO TILES BMI 25MM SCREED THE 20MM FLATS STRINGER SCREED (330 X 420 MM) 25MM THK MARINE PLY
20MM THK 20MM MARINE THK MARINE PLY PLY AS A BASE AS A BASE THK CEMENT BOARD 64 MIL BITUTHENE MEMBRANE FOR WATER PROOFING.20MM REF SPEC FOR DETAIL 64 MIL BITUTHENE MEMBRANE FOR WATER PROOFING. TREADS FIXED ON 25X25MM REF SPEC FOR DETAIL
AS A BASE
10MMX30MM MSM.S ANGLE PLATE MS FLATS 10MM STRINGER STEELMS ASSEMBLY STEEL ASSEMBLY TO HOLD TOMAIN HOLD TIMBER MAIN TIMBER RAFTERRAFTER MS ANGLE PLATE FLATS
10MM THK M.S STRINGER
25MM THK ANGLE FRAME
10MM M.S STRINGER
10MM M.S STRINGER
150MM THK SLAB 10MMX30MM
PLANO TILES PLANOBMI TILES MONIER BMI MONIER (330 X 420MM) (330 X 420MM)
10MM THK M.S STRINGER
RAILING 25MM THK ANGLE FRAME
150MM THK SLAB
SCREED
10MM THK M.S STRINGER
10MM THK BASE PLATE
150MM THK SLAB
SCREED
RAILING
10MM REF SPEC REFFOR SPEC DETAIL FOR DETAIL
PLANO TILES PLANOBMI TILES MONIER BMI MONIER (330 X 420 (330MM) X 420 MM)
SCREED
RAILING RAILING
25
FIRST FLOOR PLAN OF PW ROOM
230 THK BRICK WALL BRICK WALL 18 MM 230 THKTHK PLASTER 10MM 18 THK ANGLE PLATE MM THK PLASTER 230 THK BRICK 10MM PLATE 10MM THKWALL ANGLE PLATE 64 MIL BITUTHENE 64 MIL BITUTHENE MEMBRANE MEMBRANE FOR WATER FOR WATER PROOFING. PROOFING.
REV :
65
Vedant P Khedekar ved a n t k 17@a oamu mbai .i n +91 7066983727