RAHUL R
COIMBATORE, TAMILNADU
27/01/2000
7339383762
rahul2000vip@gmail.com
SOFTWARES
INTERMIDIATE
AUTOCAD SKETCHUP LUMION 10 MS OFFICE PHOTOSHOP INDESIGN
BASIC
REVIT
RHINO GRASSHOPPER VRAY
LANGUAGE
TAMIL
ENGLISH
EDUCATION
Vidya Vikasini matric higher secondary school, Thudiyalur, Coimbatore ( 2008 - 2017 )
School of Architecture and Planning, Chennai - SAP ( 2017 - 2022 )
ELECTIVES
Energy Efficient Architecture - Sem 5
Art Appreciation - Sem 6
Steel Architecture and Design - Sem 7
Film Appreciation - Sem 7
Contemporary Process in Architectural Design - Sem 9
Architectural Journalism - Sem 10
INTERNSHIP
Warp Architects
ACADEMIC PROJECTS
Guest House for Faculties
School Design
Study and Documentation of Rurals - Kesavanputhoor village ( 9 per team )
MIG and HIG Housing
Multiplex Design ( Myself & Sreepradha )
FSSAI Department Office
Architectural Campus Design
Seawater Intrusion - Urban Study in East Coast ( Myself & Sreepradha )
Memorial and Museum for Tamil Freedom Fighters
COMPETITIONS
TRANSPARENCE 14.0 ( Jury’s favourite award ) ( Myself, Ramachandran & Suriya )
ARCHIFORUM 2019 ( The Cerebral Pursuit ) ( Myself, Ramachandran & Basheer )
CONTENTS
1. MEMORIAL AND MUSEUM
The brief I took was to design a Museum space and a Memorial for the unspoken or forgotten Tamil freedom fighters.
2. INTERNSHIP @ WARP ARCHITECTS
Lucily I got into Warp Architects where I learned how to be Professional in Architecture and reality of Lines to builsings.
3. SEA-WATER INTRUSION - URBAN DESIGN
At an alarming rate the ground water near coastal regions are consumed and sea water intrusion happen. The design intention was to come up with solutions that can control and reverse the process.
4. URBAN GHAT
For a competition project the amount of study and work that put into was immense and let to know the characteristics of Delhi around people.
5. MISCELLANEOUS
My other works that I did to keep myself engaged and interested.
1. MEMORIAL AND MUSUEM
0m 50m 100m 200m 500m N
SITE PLAN
ISO-VIEW OF DOWNHILL SITE
Museum Office Receiving BLock
Multipurpose Hall
N 0m 10m 20m 40m 80m 1 2 3 4 5 6 7 8 9 10 11 LEGEND 1. MUSEUM ENTRANCE 2. RECEPTION DESK 3. STORAGE ROOM 1 4. STORAGE ROOM 2 5. JANITOR ROOM 6. EXHIBIT WALL 7. WOMEN's RESTROOM 8. MEN's RESTROOM 9. RAMP 10. EXTREMISTS GALLERY 11. MEMORIAL Fence Line A A' B B' PLAN AT +215m FROM GROUND LEVEL
N 0m 10m 20m 40m 80m LEGEND 1. EARLY RESISTANCE GALLERY 2. LINE OF FREEDOM 3. LIBRARY 4. MODERATE's GALLERY 5. MODERATE's GALLERY ENTRANCE 6. STORAGE ROOM 7. EXTREMISTS GALLERY ENTRANCE 8. LIFT 9. REVOLUTIONISTS GALLERY 10. RAMP 11. EXTREMISTS GALLERY 1 2 3 4 5 6 7 8 9 10 2 11 11 11 Fence Line A A' B B' PLAN AT +220m FROM GROUND LEVEL
NORTH ELEVATION
WEST ELEVATION
SECTION AA’
SECTION BB’
TYPICAL CROSS SECTION DETAIL
v 2.
INTERNSHIP @ WARP ARCHITECTS
A total of 8 months was my internship period at Warp Architects, located in Coimbatore. I was lucky to get into Warp architects and I utilized each and everyday working there. Many detailed drawings, site visits and discussions that I participated turned me into a more professional person than the day I joined as an Intern. Worked in one of the biggest project that was undergoing.
FF-SF RISER 24-45
ALL DIMENSIONS ARE IN FEET AND INCHES. DRAWING IS NOT TO BE SCALED. ANY DEVIATIONS NECESSITATED DURING IMPLEMENTATION AT SITE S TO BE BROUGHT TO IMMEDIATE NOTICE OF THE ISSUING AUTHORITY & RATIFIED BEFORE IMPLEMENTING ANY CHANGE THIS DRAWING IS COPYRIGH TED. IT IS THE PROPERTY OF A SQUARE ARCHITECTS & IS NOT TO BE REPRODUCED, COPIED OR GIVEN TO A THIRD PARTY OR USED FOR ANY OTHE R PURPOSE OTHER THAN FOR WHICH IT HAS BEEN LOANED. .warp wallsmith architecture research and practice CHECKED BY SPIRAL STAIRCASE DETAIL DRAWN BY DR. PUVEEARASAN RESIDENCE DR. PUVEEARASAN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 23 24 25 26 27 28 21 22 23 43 44 45 46 47 33 34 35 36 37 38 39 40 41 42 ELEVATION 1 GROUND FLOOR LVL @ 4'-6" FIRST FLOOR LANDING LVL @ 16'-0" TERRACE FLOOR LVL @ 27'-6" A-A' A-A' 1.5"DIA MS CIRCULAR PIPE USED FOR HANDRAIL 2'-11" 23'-0" 6"DIA MS CIRCULAR PIPE USED AS CENTRAL SUPPORT FIRST FLOOR LANDING TERRACE FLOOR LANDING PLAN @ 12'6" PLAN @ 16'0" PLAN @ 27'6" SECTION AA' ELEVATION 1 ELEVATION 2 A-A' A-A' A-A' 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 3'-0" 11'-6" 11'-6" 84° 84° 24° 24° 24° 24° 24° 24° 24° 24° 24° 24° 24° 24° 24° 24° 24° 1'-2 1 2 " 1'-221 " 211'-2 " 11'-2 2 " 1'-2 1 2 " 1'-2 1 2 " 1'-2 1 2 21'-21 " 1'-21 2 " 1'-21 2 " 1'-2 1 2 1'-2 1 2 " 1'-2 1 2 " 1'-2 1 2 " 1'-2 1 2 " 24° 24° 24° 24° 24° 24° 24° 24° 9" 5'-9" 9" 91 2 ELEVATION 2 9" 9" 91 2 11'-2 2 211'-2 " 1'-221 " 1'-2 1 2 " 21'-21 " 1'-21 2 " 1'-21 2 " 1'-21 2 ELEVATION 1 A-A' 24° 24° 24° 24° 24° 24°24° 24° 24° 24° 24° 24° 24° 24° 24° 1'-2 1 2 1'-221 " 211'-2 " 11'-2 2 " 1'-2 1 2 1'-2 1 2 1'-2 1 2 21'-21 " 1'-21 2 " 1'-21 2 1'-21 2 1'-2 1 2 " 1'-2 1 2 " 1'-2 1 2 " 1'-2 1 2 " 3'-11 2 2'-10 1 2 " ELEVATION 2 ELEVATION 1 FIRST FLOOR LANDING TERRACE FLOOR LANDING 1.5" DIA CIRCULAR PIPE AS HANDRAIL 1 2 " DIA MS CIRCULAR PIPE USED FOR RAILING ELEVATION 2 R0 REVISION FORREFERENCE DRAWINGSTATUS MUTHU RAHUL NORTH NTS SCALE DWGNO. 13-05-2021 DATE DRAWINGTITLE PROJECT CLIENT DATE REVISIONS SL.NO. DATE REVISIONS SL.NO. DATE REVISIONS SL.NO. AR-05-WD-01 GF-FF RISER 1-23
6" 1/2" MS PLATE 1 2 DIA MS CIRCULAR PIPE USED FOR RAILING 6" DIA CIRCULAR PIPE AS CENTRAL SUPPORT 2'-9" 3'-0" SPIRAL STAIRCASE DETAILING
RETAINING WALL
VEHICULAR ACCESS COLUMN FOOT
The PGS Hospital was under construction when I started my internship and it is the biggest project that I have worked during my internship. The site is located in Sidhapudhur, Coimbatore. The total area of site is 11,200 sq.ft and totally consists of 8 floors. The Basement is Double floor height with MLCP. So the total parking was taken to basement along with sumps and Pump rooms.
3D MODELLING OF THE RETAINING WALL
6.
1. 3D MODEL
2. SITE VISITS
3. PROBLEM IDENTIFICATION
4. SOLVING PROBLEM
5. APPLYING IN MODEL
ISSUE DRAWINGS TO THE SITE
CC'
SECTION BB' SECTION AA'
TOS LVL 1'GROUND LVL +-0'0" LVL STILT FLOOR TOS LVL +6'0" LVL COMPOUND WALL LVL +13'0" LVL FORMED GROUND LVL +1'6" LVL FABRICATION LVL +15'0" LVL FABRICATION WALL COMPOUND WALL TRENCH SLOPE 1 250 [0.61] [2.13] [0.08] [1.30] [0.15] [0.61] 45' [13.72] 2' [0.61] 6'-7" [2.01] 9" [0.23] 32'-9" 7'-1 1 2 7'-4 TOS LVL 1' 6" TOS LVL 1' 5 TOS LVL 1' 1 TOS LVL 1' 1 2 9'-1 FABRICATION WALL COMPOUND WALL TRENCH SLOPE 1 250 Varies TOS LVL 1' 3 TOS LVL 1' 3" TOS LVL 1' 3" TOS LVL 1' 2 TOS LVL 1' 2" TOS LVL 1' 2" TOS LVL 1' 1 2 13'-4" 9'-0" 7'-4" 10'-7" 5'-9" 6'-2" 9'-9" 7'-4" 6'-1 26'-11" [8.21] 2' [0.61] 7' [2.13] 3" [0.08] 4'-5" [1.35] 6" [0.15] TOS LVL1' 2 23'-4 [7.13] 23'-6 [7.18] ENTRY COMPOUND WALL LINE DOCTOR'S PARKING AMBULANCE PARKING 1W1 1W1 1W4 TEMPLE GROUND LVL +-0'0" LVL STILT FLOOR TOS LVL +6'0" LVL COMPOUND WALL LVL +13'0" LVL FORMED GROUND LVL +1'6" LVL FABRICATION LVL +15'0" LVL 9'-8 32'-9" 7'-1 1 2 7'-4 11'-3" 9'-9" 14'-4 14'-0" 19'-9 14'-8 TOS LVL 10" TOS LVL 9 1 2 TOS LVL 9" TOS LVL 8" TOS LVL 1 2 TOS LVL 6 TOS LVL -2 1 TOS LVL -3'-4" 23'-9 [7.25] 23'-6 [7.18] 34'-7" [10.54] 28'-1" [8.56] 29'-5" [8.96] 4'-31 2 15' [4.57] 4'-9 [1.46] 14'-8 [4.48] 14' [4.27] 14'-4 1 2 [4.38] 9'-9" [2.97] 11'-3" [3.43] 7'-4 [2.25] 7'-1 2 [2.17] 32'-9" [9.99] GENERAL NOTES No. DESCRIPTION DATE REVISIONS LEGEND No.135/2,1st Floor,11th cross,Malleshwaram,Bangalore-560 003. ph 080 23449432 / 23560141 23462842 MEP CONSULTANT PMC THIS DRAWING IS THE SOLE PROPERTY OF WARP ARCHITECTS AND IS NOT TO BE COPIED OR USED WITHOUT PRIOR PERMISSION. ALL DIMENSIONS IN THE DRAWING ARE TO BE READ AND NOT TO BE MEASURED. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH SITE SET OUT PLAN, STRUCTURAL & SERVICE DWG AND DISCREPANCY IF ANY SHOULD BE BROUGHT TO THE ARCHITECTS NOTICE. THIS DRAWING SHALL SUPERSEDE ITS PREVIOUS REVISIONS. STRUCTURAL CONSULTANT PROJECT PGS HOSPITAL (R-00) DRAWN R RAHUL PRISM ARCHITECT Er. S.K.ARUN KAMARAJ, ME (Struct.), KAARVENS STRUCTURAL CONSULTANCY, 41, BR Nagar, 3rd Street,Kothari layout,Ramanathapuram,Coimbatore 641005. Mobile :+91-9894215019 Office :+91-8270005019 KAARVENS PROJECT ARCHITECT AR.MUTHUKUMAR SENIOR ARCHITECT : AR.DEEPAN DATE PROJECT NO SCALE DWG NO 44AR NTS COMPOUND WALL HEIGHT TILL 13'0" LVL (STILT FLOOR SLAB) 11-08-2021 COMPOUND WALL HEIGHT TILL 10'0"LVL (RAMP AREA) GROUND LVL +-0'0" LVL STILT FLOOR TOS LVL +6'0" LVL COMPOUND WALL LVL +13'0" LVL FORMED GROUND LVL +1'6" LVL FABRICATION LVL +15'0" LVL
PLAN
KEY
SECTION
TRENCH SLOPE 1 250 1'-4 [0.42] 6'-6 [1.99] 4'-9 [1.46] 1'-6" [0.46] TYPICAL DRAIN SLAB DETAIL varies 6" varies 1' varies 6" 1'0" 1'0" 1'0" 3'0" Pre-cast Concrete Slab Drain X TYPICAL INSPECTION SLAB DETAIL varies varies Pre-cast Concrete Slab Handle X 6" 6" 6" 3" 3" 1'3" 6" 1'3" 3'0" Y Y GROUND LVL +-0'0" LVL STILT FLOOR TOS LVL +6'0" LVL COMMUNICATION ROOM FORMED GROUND LVL +1'6" LVL TRENCH MS Grating 6" dia strom water line service lines SECTION X GROUND LVL +-0'0" LVL STILT FLOOR TOS LVL +6'0" LVL COMMUNICATION ROOM FORMED GROUND LVL +1'6" LVL TRENCH MS Grating 6" dia strom water line service lines SECTION Y Detail A Detail A Tile finish Handle Slope Slope TO UGD AT +0' 6" LVL CATCH BASIN RAMP UP FROM +1'6" TO +6'0" RAMP DOWN FROM +1'6" TO -16'6" STEP UP SIGNBOARD S-1:250 L-13.88M A A DN C C B B Temple [8.73] 5'-7 [1.71] Slope Slope Slope Slope Slope Slope Slope Slope Slope Slope +01'-00"Lvl +01'-00"Lvl +01'-00"Lvl +01'-00"Lvl 6" 6" 3' DIA Concrete Pipe for service purposes TOS LVL -3'-0" 9" PVC pipe for Storm Water led to drainage 3'-0" 3" 1'-91 2 222'-11 12'-0" TRENCH DETAILED DRAWING
PLAN @ Basement level (-16'-6")
PLAN @ Mezzanine level (-10'-6")
PLAN @ Formed Ground level (+1'-6") Section AA
PROJECT ARCHITECT No. LEGEND DESCRIPTION DATE REVISIONS WALLSMITH.ARCHITECTURE.RESEARCH.PRACTICE DRG. NO. PROJECT: DRAWN : CHECKED : PGS HOSPITAL SPECIFIC NOTES AR-01-WD-22 R A M P S L O P E 1 : 6.5 PUMP ROOM TOS -16'6"LVL -16'3"LVL TOS -16'6"LVL -16'3"LVL BORE WELL POINT SLOPE SLOPE SLOPE 1:300 SLOPE TWO WHEELER SPACE UNDER RAMP PUMP ROOM ROAD STORAGE SPACE UNDER RAMP 4.3 M D R V E W A Y PUMP ROOM TOS -16'6"LVL -16'3"LVL -16'6"LVL -16'3"LVL TOS -16'6"LVL FFL -16'3"LVL BORE WELL POINT R A M P S L O P E 1 : 6.5
+5'-0" LVL Stilt Level -16'6" LVL Basement Level Plan @ -11' 6" Level -10'6" LVL Mezzanine Level +1'-6" LVL Formed Ground Level 0'-0" LVL Ground Level 20'-6" [6.25] 18' [5.49] Slope of Ratio 1 : 6 LVL+ 3'-6" level Raised formed ground level in future LVL+ 2'-6" level Raised formed ground level in future -5' 8" level -2' 812" level -6" level R A M P S L O P E 1 6.5 R A M P S L O P E 1 6.5 R A M P S L O P E 1 6.5 PARKING 13'-3" [4.04] 17'-212[5.24] -7' 10" level -11' 41 2 level -14' 112" level -16' 112" level 17'-212[5.24] LVL+ 1'-6" level formed ground level in Present Retaining wall line as per site condition Retaining wall line as per site condition 28'-8" [8.74] 36'-01 2 [10.99] A A B C D E F G H J K 4 5 6 7 8 B C D E F G H J K 4 5 6 7 8 A A B C D E F G H J K 4 5 6 7 8 B C D E F G H J K 4 5 6 7 8 A C D F G J H A A A A 1 [9.08] 25'-3" [7.70] 1 [0.11] 2'-4 2 [0.72] 3'-5 [1.05] 5'-1 1 [1.57] 6'-7" [2.01] 8'-8" [2.64] 10'-10" [3.30] 13'-9 [4.21] 16' [4.88] 32'-9" [9.99] 7'-11 [2.17] 7'-41 [2.25] 11'-3" [3.43] 9'-9" [2.97] 13'-9" [4.19] 14'-71 [4.46] 19'-91 [6.03] 14'-81 [4.48] 19'-2 1 2 [5.86] 18'-6 [5.66] 17'-5 1 [5.32] 15'-9 1 2 [4.81] 14'-4" [4.36] 7'-8" [2.34] 16'-01[4.89]2 32'-9" [9.99] 7'-11 2 [2.17] 7'-41 [2.25] 11'-3" [3.43] 9'-9" [2.97] 13'-9" [4.19] 14'-71 2 [4.46] 19'-91 2 [6.03] 14'-81 2 [4.48] -13' 1 2" level -9' 11" level -5' 8" level -2' 812" level -6" level -7' 10" level -11' 41 2 level -14' 11 2 level -16' 112" level -13' 1 2" level -9' 11" level 5'-9" [1.75] 6'-2" [1.88] 9'-9" [2.97] 7'-4" [2.23] 32'-9" [9.99] 7'-11 2 [2.17] 7'-41 [2.25] 11'-3" [3.43] 9'-9" [2.97] 13'-9" [4.19] 14'-71 2 [4.46] 19'-91 2 [6.03] 14'-81 2 [4.48] 5'-9" [1.75] 6'-2" [1.88] 9'-9" [2.97] 7'-4" [2.23] BORE WELL POINT Borewell cutout 2'0" x 2'0" Borewell to be terminate at basement floor slab lvl TYPICAL CATTLE DRAIN DETAILS DOCTOR'S PARKING IN& OUT R A M P T O W A R D S B A S E M E N T [2.51] Fencing for transformer FIRST FLOOR ABOVE FIRST FLOOR ABOVE PARAPET WALL HEIGHT 3'6" FIRST FLOOR ABOVE DN AMBULANCE'S PARKING [2.68] Temple [8.99] 15'-2" [4.63] [4.19] BORE WELL POINT 2 BORE WELL POINT 1 [4.19] RETAINING WALL LINE AS PER SITE +6'3"LVL +6'0"LVL +6'3"LVL +6'0"LVL +6'3"LVL A A B C D E F G H J K 4 5 6 7 8 B C D E F G H J K 4 5 6 7 8 A A -5' 8" level -2' 812" level -6" level -7' 10" level -11' 41 2 level -14' 11 2 level -16' 112" level -13' 1 2 level -9' 11" level 32'-9" [9.99] 7'-11 2 [2.17] 7'-42 [2.25] 11'-3" [3.43] 9'-9" [2.97] 13'-9" [4.19] 14'-71 2 [4.46] 19'-91 2 [6.03] 14'-81 2 [4.48] 5'-9" [1.75] 6'-2" [1.88] 9'-9" [2.97] 7'-4" [2.23] R A M P S L O P E 1 6.5 BORE WELL POINT 2 BORE WELL POINT 2 SLOPE1:300 SLOPE1:300 M.S.GRATING DETAILS SCALE N.T.S SECTION XX DETAIL 'Q' NOTE : STARTING POINT OF THE CATTLE DRAIN IS 450mm AND ENDING POINT IS 475mm CATTLE DRAIN CATTLE DRAIN CATTLE DRAIN CATTLE DRAIN CATTLE DRAIN CATTLE DRAIN CATTLE DRAIN CATTLE DRAIN 24'-01 2 [7.33] 7'-7" [2.31] 10'-31 [3.13] 9'-8" [2.94] REVISED PORTION VEHICULAR RAMP DETAILED DRAWING
HOSPITAL CRTITICAL SECTION
STEEL STAIRCASE FABRICATION
VERTICAL LOUVRES DETAIL
GROUND FLOOR TO FIRST FLOOR PLAN (1) FIRST FLOOR TO SECOND FLOOR PLAN (2)
21 22 LVL +3'9" UP 20 RAISER 6.5" COMPOUND WALL W6 RAISER 6.25" LVL +15'9" LVL +21'6" 23 UP 24 25 26 COMPOUND WALL W6 LVL +27'3" COMPOUND WALL 05 06 07 08 09 10 11 04 03 02 01 14 15 16 17 18 19 W14 PD2 12 13 LANDING 39 40 41 42 43 44 27 28 29 30 31 32 33 38 37 36 35 34 LVL +9'9" LANDING A' A A' A A' A 3'-5" 10" 10" 10" 10" 10" 10" 10" 10" 10" 10" 4'-1 1 2 4'-1 1 2 10" 10" 10" 10" 10" 10" 10" 10" 10" 10" 7' 9" 9" 2 1 2 13'-2 2 2" 3'-6" 7' 3'-6" 2" 2" 8'-4" 4'-4" 3'-5" 10" 10" 10" 10" 10" 10" 10" 10" 10" 10" 4'-1" 10" 10" 10" 10" 10" 10" 10" 10" 10" 10" 7' 9" 9" 2 1 2 3'-21 2 2" 3'-6" 7' 3'-6" 3'-6" 2" 2" 8'-4" 4'-4" 3'-5" 10" 10" 10" 10" 10" 10" 7' 9" 9" 2 1 2 2" 7' 3'-6"
SECOND
PLAN 13 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 GROUND FLOOR FFL @ +3'9" MID LANDING FFL @ +9'9" MID LANDING FFL @ +21'6" TERRACE FLOOR FFL @ +38'6" SECOND FLOOR FFL @ +27'3" FIRST FLOOR FFL @ +15'9" 4'-4" 8'-4" 4" x 2" BOX SECTION 2" X 2" FRAME 9" x 9" MS BOX SECTION TOUGHENED GLASS WOODEN AND STEEL HANDRAIL STRINGER BEAM PROJECT ARCHITECT : No. TITLE DATE DATE REVISIONS WALLSMITH.ARCHITECTURE.RESEARCH.PRACTICE STAIRCASE THIS DRAWING SHALL PREVIOUS REVISIONS. THIS DRAWING SHOULD CONJUNCTION WITH STRUCTURAL & SERVICE DISCREPANCY IF ANY TO THE ARCHITECTS ALL DIMENSIONS IN THE BE READ AND NOT TO THIS DRAWING IS THE SOLE ARCHITECTS AND IS NOT USED WITHOUT PRIOR PERMISSION. GENERAL NOTES SPECIFIC NOTES PROJECT: DRAWN APPROVED : CHECKED : VASANTHAM @B73 ALL DIMENSIONS ARE IN FEET AND INCHES. DRAWING IS NOT TO BE SCALED. ANY DEVIATIONS NECESSITATED DURING IMPLEMENTATION AT SITE IS TO BE BROUGHT TO IMMEDIATE NOTICE OF THE ISSUING AUTHORITY & RATIFIED BEFORE IMPLEMENTING ANY CHANGE THIS DRAWING IS COPYRIGHTED. IT IS THE PROPERTY OF WARP ARCHITECTS & IS NOT TO BE REPRODUCED,COPIED OR GIVEN TO A THIRD PARTY OR USED FOR ANY OTHER PURPOSE OTHER THAN FOR WHICH IT HAS BEEN LOANED. SCALE PROJ. NO DRAWING STATUS FOR REFERENCE LEGEND B SECTION AA' COMPOUND WALL 11 1 2 11 1 2 11 1 2 3'-5" 4'-4" 8'-4" 3'-5" 11'-6" 11' 11' 6" 6" 5'-9" 5'-9" 6' 6' 6" 16 2 16 2 16 2 16 2 16 2 16 2 16 2 16 2 6 1 2 16 2 16 2 16 2 16 2 16 2 16 2 16 2 16 2 16 2 16 2 16 2 6 1 4 6" 35' 6 1 2 16 4 16 4 16 4 6 1 4 16 4 16 4 16 4 6 1 4 16 4 16 4 16 4 6 1 4 16 4 16 4 6 1 4 16 4 16 4 16 4 6 1 4 16 4 11' 7'-6" 3' BISON BOARD CLADDING 1 2 2" 2" 1 2 SLIDING WINDOW SLIDING WINODW STRUCTURAL GLAZING 2' 1' REFER STAIRCASE LOUVER DETAIL cascade at 3'0" lvl 1" 1" 39 40 41 42 43 44 38 37 36 35 34 LVL +21'6" LANDING 29 30 31 32 33 10" 10" 10" 10" 4'-1 1 2 10" 10" 10" 10" 10" 10" 10" 10" 10" 10" 4'-1 1 2 44 2'-8 1 2 4'-1 1 2 8'-4" 2'-8 1 2 " 8'-4" 2'-8 1 2 4'-1 1 2 16 2 2 5 7 8 10 11 12 14 1 8'-4 1 2 5 1 2 3'-3 1 2 5 1 2 3'-3 1 2 5 1 2 STEEL BISON BOARD 13 15 16 2 3 4 5 6 7 8 9 10 11 12 14 1 6'-0" 3 34"612 3'-1114 " 612 " 3'-1114 " 6 12 " 214 5 1 2 3'-3 1 2 5 1 2 3'-3 1 2 5 1 2 16 2 16 2 16 2 16 2 16 2 16 2 16 2 16 2 16 2 16 2 16 2 8'-4" 2 1 5 1 2 12'-11 4 54° 2 1 4 4 1 4 111 4 111 4 111 4 31'-4 4 31'-4 4 B C C 1 2 " 1 2 31'-4 4 31'-4 4 13 4 1 2 1 4 1" 2" 21 22 23 6 1 4 5 1 2 6" 6 1 4 14 4 16 2 10 11 12 16 2 16 2 3" 1 1 4 310 4 9" 5 1 2 2 1 4 4 1 4 FIRST FLOOR @ 15'9" LVL DETAIL E DETAIL A DETAIL B SECTION B SECTION C DETAIL C DETAIL D FIRST LANDING @ 9'9" LVL RAISING STRINGER BEAM FROM FIRST FLOOR DECLINING STRINGER BEAM FROM FIRST LANDING STRINGER BEAM TO BE FLUSHED AND FIXED WITH THE FFL LEVEL WOOD 50 X 12MM MILD STEEL FLAT BAR (4.71 KG/M) WOOD 50 X 12MM MILD STEEL FLAT BAR (4.71 KG/M) 25MM MILD STEEL SQUARE BAR (4.91 KG/M) 25MM MILD STEEL SQUARE BAR (4.91 KG/M) DETAIL A DETAIL B DETAIL D DETAIL C DETAIL E HANDRAIL WOOD 1 1 2 2 11 1 4 111 4 111 4 13 4 1" 2" DETAIL F 10" 5 1 2 1" 1" 4 1 2 1" DETAIL F CAVITY FOR MS STEEL BAR TO FIT IN 6" 12'-9 2 5" 12'-9 2 6" 6" 12'-9 2 5" 12'-9 2 6" 1'-5" 6' 1'-5" 18'-10 2 111 2 111 2 111 2 113'-11 2 SLIDING WINDOW SLIDING WINDOW PALTFORM 5'0" x 3'6" 3' 8' PLY WITH VENEER SHEET DETAIL F 42 44 6" 5' 1" 4" 1" DETAIL F FFL LVL 4" x 2" BOX SECTION PLY WITH VENEER FINISH STEEL STAIRCASE DETAILING
FLOOR TO TERRACE FLOOR
Floor Level to be matched with the top of the frame
Silk Tile
TOP
POOJA ROOM WALL DETAILING PROJECT ARCHITECT : N No. TITLE : LEGEND NOT TO SCALE SCALE PROJ. NO DATE DESCRIPTION DATE REVISIONS WALLSMITH.ARCHITECTURE.RESEARCH.PRACTICE DRG. NO. PROJECT: ALL LEVELS SHALL BE CROSS CHECKED WITH THE ARCHITECT BEFORE STARTING ON SITE. SPECIFIC NOTES DRAWING STATUS VASANTHAM VILLA@B73 DRAWN : CHECKED : APPROVED: POOJA ROOM DETAIL ID-01-WD-07 37 AR 08-04-2021 FOR REFERENCE WATER BODY LVL +2'3" WATER BODY LVL +2'3" A A B B C C D D PLAN 1 LVL +4'-0" 12mm Glass to be added POOJA UNIT 6'-6" 0" 1'-31 4 1'-81 4 " 3'-11 2 " 1'-5" 4'-0 1 2 " 3 1 4 " 1'-11 1 4 " 4" SECTION AA 2 Dinning FFL Level +3'-9" lvl Pooja Room FFL +4'- 1 4"lvl 50x50x2.5mm Square Steel Hollow Section (3.71kg/m) covered with 1 2 inch MDF Board Statuario Silk Tile (1600 x 800mm) SECTION BB 3 Dinning FFL Level +3'-9" lvl Pooja Room FFL +4'- 1 4"lvl 112" THK BRASS INLAY 1" THK BRASS INLAY 112" THK BRASS INLAY 1 2"plywood finished with veneer Regal Zuccini Coffee Silk Tile (1600 x 800mm) Light Fixture 6'-6" 1'-81 4 " 3'-11 2 " 1'-81 4 " 0"1'-81 4 3'-11 2 1'-81 4 8'-0" 3 1 4 " 7'-5 3 4 " 3 1 4 " 1 2 " WALL DETAIL 4 2" 2'-03 4 2'-03 4 2'-03 4 2" 6'-6" Pooja Unit Pooja Unit SECTION CC 5 SECTION DD 6 6'-6" 4" 1 2 " 1 2 " 2" 1 2 " 1 2 " 7" 4 1 2 10 1 2 10 1 2 9 1 2 9 1 4 5 1 2 10 1 2 5 3 4 1 3 4 " 2" 2'- 3 4 " 2'- 3 4 " 2'- 3 4 " 2" 5 1 2 " 10 3 4 " 5 1 2 " 9" 9 1 4 " 10 1 2 " 10 1 2 " 4 1 2 " 7 1 2 " 3 3 4 " 3 1 4 " 1 1 4 " Detail B Detail A 50x50x2.5mm Square Steel Hollow Section (3.71kg/m) covered with 1 2 inch MDF Board 12mm MDF Board Regal Zuccini Coffee Silk Tile (1600 x 800mm) BRASS INLAY Regal Zuccini Coffee Silk Tile (1600 x 800mm) 50x50x2.5mm Square Steel Hollow Section (3.71kg/m) covered with 1 2 inch MDF Board 1'-81 4 3'-11 2 1'-81 4 63 4 " 7 1 4 " 13 4 " 1'-71 4 13 4 " 1'-51 4 " 1 1 4 " 93 4 " 13 4 " 73 4 " 31 2 " 8'-0" 3 1 4 " 1'-8 3 4 " 1'-6" 4'-3" 3 1 4 " 2'-0" 1'-6" 41 2 " 3'-5" 3 1 4 " 4'-03 4 " 4'-03 4 " 3 1 4 3'-5" 41 2 DETAIL B 8
PLY DETAILS 10 Dinning FFL Level +3'-9" lvl Pooja FFL Level +4'- 1 4" lvl Statuario
(1600
Pooja
1'-5 1 4 " 1 8 " 1 2 " 2" 1 2 " 1 8 " 50x50x2.5mm Square Steel Hollow Section (3.71kg/m) covered with 1 2 inch MDF Board The ply support
to be
and finished without
protrusion Regal Zuccini Coffee Silk Tile (1600 x 800mm) Finishing piece to be fitted in lateral side 8'-0" 3 1 4 " 4'-11 1 2 " 2'-6" 3 1 4 " 8'-0" 3 1 4 " 4'-11 1 2 " 2'-6" 3 1 4 " DETAIL A 7 Dinning FFL Level +3'-9" lvl Pooja FFL Level +4'- 1 4" lvl 1 4 " 1 2 1 2 " 2" 1 2 1 2 " 1 4 " BRASS INLAY Regal Zuccini Coffee Silk Tile (1600 x 800mm) 12mm MDF Board 3 1 8 " 2 3 4 " 1 2 " Elevation A 11 6'-6" 81 4 " 23 4 " 13 4 " 93 4 " 11 4 " 1'-43 4 " 13 4 " 1'-71 4 " 13 4 " 71 2 " 7 1 4 " 1'-0 3 4 " 8 1 2 " 1'-7 1 2 " 2'-5 1 4 " 1'-3" 1'-7 1 2 " 3'-4" 11" Regal Zuccini Coffee Silk Tile (1600 x 800mm) Statuario Silk Tile 1600 x 800 mm 3'-4" 2'-11" 3'-8 3 4 " 1'-9" 3'-0 1 2 " 12mm Glass to be added 12mm Glass to be added 9" 9" Detail B 2" 2" 1 2 " 1 4 " 2" 1 2 " 1" 1 4 " 4" 9" 1'-111 4 " 9" 31 4 3 1 4 9" 1'-111 4 9" 4"
x 800mm)
on top
flushed
any
PLAN
ELEVATION
TYPES OF HOLLOW PARTITION LOUVERS
TYPES OF SOLID PARTITION LOUVERS
PROJECT ARCHITECT : N No. TITLE : LEGEND NOT TO SCALE PROJ. NO DATE DESCRIPTION DATE REVISIONS WALLSMITH.ARCHITECTURE.RESEARCH.PRACTICE DRG. NO. PROJECT: ALL LEVELS SHALL BE CROSS CHECKED WITH THE ARCHITECT BEFORE STARTING ON SITE. SPECIFIC NOTES DRAWING STATUS VASANTHAM VILLA@B73 DRAWN : CHECKED : APPROVED: LIVING ROOM PARTITION DETAIL 37 AR 18-03-2021 FOR EXECUTION 4" 3 5 3 3 4" 4 3 4" 3 4 5 3 3 4" 5 3 3 4" 2" 3 3 2" 3" 3" 2" 2" 4" 2" 3 3 3" 3" 3" 4" 2" 3 3 2" 3" 3" 2" 2" 4" 2" 3" 4 2" 2'-2 2'-2 2'-23 4 2" 11'-3"
OF MEMBERS Type 1 Type 2 Type 3 1" 2" 2" 2" TYPE 1 TYPE 1 TYPE 1 TYPE 1 TYPE 2 TYPE 2 TYPE 2 TYPE 2 TYPE 3 TYPE 1 TYPE 2 TYPE 2 TYPE 2 TYPE 3 TYPE 3 TYPE 3 TYPE 3 TYPE 1 TYPE 1 TYPE 1 TYPE 1 TYPE 1 MDF BOARD
DETAIL
4'-8 1 2 " 4'-8 1 2 " 4'-8 1 2 " 4'-8 1 2 " 3" 1" VENEER TO BE JOINED IN 45 DEGREE CUT 50x6mm MS FLAT BAR(2.36 kg/m) 6mm MDF BOARD 3mm VENEER SHEET 12mm DIA MS Rod 2 1 2 " 4" 3 1 2 " 5 1 4 " 3 1 2 " 3 1 2 " 4" 4 1 2 " 3 1 2 " 4" 3 3 4 " 4 1 2 " 5 1 2 " 3 1 2 " 3 1 2 " 4" 5 1 2 " 3 1 2 " 3 1 2 " 4" 2" 3 1 2 " 3 1 2 " 2" 3" 3" 2" 2" 4" 2" 3 1 2 " 3 1 2 " 3" 3" 3" 4" 2" 3 1 2 " 3 1 2 " 2" 3" 3" 2" 2" 4" 2" 3" 4 1 2 " 2" 2'-2 3 4 " 2'-2 3 4 " 2'-2 3 4 " 2" TYPE 1 2" 1" 1" 1" 1 8 " 1 8 " 2" 1 8 " 1 8 " 3" 1 8 " 1 8 " 50x50x3mm Square Hollow Section(4.39 kg/m) 12mm Ply Board NATURL WOOD 3mm VENEER SHEET AS PER ARCHITECTS SELECTION 3" 1 8 " 1 8 " 3MM VENEER SHEET 50 X 25 X 2.5MM (RHS) RECTANGULAR STEEL HOLLOW SECTION (2.62 KG/M) 50 X 50 X 2.5MM (SHS) SQUARE STEEL HOLLOW SECTION (3.71 KG/M) 1 2 " 1 8 " 1 2 " 1 8 " 1 2 " 1 8 " 1 2 " 1 8 " 1 2 " 1 8 " 1 2 " 1 8 " 1 2 " 1 8 " 1 2 " 1 8 " VENEER TO BE JOINED IN 45 DEGREE CUT 3" 3" FORMAL LIVING LIVING FORMAL LIVING LIVING 13'6" TYPE 3 TYPE 1 INTERIOR PARTITION WALL DETAIL
PROJECT ARCHITECT No. TITLE : DATE DATE REVISIONS WALLSMITH.ARCHITECTURE.RESEARCH.PRACTICE MAIN DOOR THIS DRAWING SHALL PREVIOUS REVISIONS. THIS DRAWING SHOULD CONJUNCTION WITH STRUCTURAL & SERVICE DISCREPANCY IF ANY TO THE ARCHITECTS ALL DIMENSIONS IN THE BE READ AND NOT TO THIS DRAWING IS THE SOLE ARCHITECTS AND IS NOT USED WITHOUT PRIOR PERMISSION. GENERAL NOTES SPECIFIC NOTES PROJECT: DRAWN APPROVED : CHECKED : VASANTHAM @B73 SCALE PROJ. NO DRAWING STATUS FOR EXECUTION LEGEND WOOD BRASS INLAY 32'-8 4 " 4'-6" 3" 3" 3" 3" 8' ELEVATION WITH FRAME 1 FFL A-A' A-A' A-A' A-A' B-B' B-B' BRASS DOOR HANDLE 11"
3" WOODEN DOOR FRAME 1 2
THICK BRASS INLAY
INLAY
FFL FFL PLAN 2 BRASS
11"
2
3" THICK BRASS INLAY 2
THK TEAK WOOD DOOR SHUTTER 1 2 " THICK BRASS INLAY (22 NOS) 3" THICK BRASS INLAY 11" X 3" WOODEN DOOR FRAME BRASS DOOR HANDLE 2 " THK TEAK WOOD DOOR SHUTTER DETAIL A 2'-8" 2'-6" 4 3 4 " 1 4 " 1 2 " 1 4 " 2 1 2 " 1 4 " 1 4 " 310 4 " DETAIL B 1 4 " 1 4 " 1 4 " 12 2 " 1 4 " 1 4 " 1 2 " 10 1 4 " 11" DETAIL A 5 DETAIL B 6
11"
FRAME 8' 3" 2'-9" 2' 32'-8 4 " 3" 2" 2" 3 3 8 " 1 4 " 2" 2" 3 3 8 " 1 4 " 8' 3" 52'-8 8 " 2'-8" 3" 1 2 " 2'- 1 4 " 1 2 "
3
2'-1" 2" lvl 3" lvl 2" lvl 3" lvl TO BE MATCHED WITH THE LEVEL OF BRASS INLAY 1 4 9 1 4 1'-2 " 3" 2'-2 5 8 " 3 5 1 " 748 4 " 1'-2 " 3" 4 " MAIN DOOR DETAIL
X
"
(22 NOS) 3" THICK BRASS
2 " THK TEAK WOOD DOOR SHUTTER
DOOR HANDLE
X 3" WOODEN DOOR FRAME 1
" THICK BRASS INLAY (22 NOS)
"
BRASS DOOR HANDLE 2 " THK TEAK WOOD DOOR SHUTTER GROOVE TO BE ADDED
X 3" WOODEN DOOR
SECTION A-A'
SECTION B-B' 4 11" X 3" WOODEN DOOR FRAME GROOVE TO BE ADDED
KEY PLAN
LVL +0'9" LVL +0' 9" PROJECT ARCHITECT : N No. TITLE : LEGEND PROJ. NO DATE DESCRIPTION DATE REVISIONS WALLSMITH.ARCHITECTURE.RESEARCH.PRACTICE DRG. NO. PROJECT: ALL LEVELS SHALL BE CROSS CHECKED WITH THE ARCHITECT BEFORE STARTING ON SITE. SPECIFIC NOTES DRAWING STATUS VASANTHAM VILLA@B73 DRAWN : CHECKED : APPROVED: FRONT GATE DRAWING 37 AR 05-05-2021 FOR EXECUTION SLIDING GATE 2" 11 2 " 1 1 2 " 3" PLAN OUTSIDE ELEVATION INSIDE ELEVATION
SECTION A-A' 13'-0" 13'-0" 5'-0" 5'-0" SLIDER TRACK ROLLER 75 X 50 X 3MM (RHS) RECTANGULAR STEEL HOLLOW SECTION (5.19 KG/M) HPL SHEET 75 X 50 X 3MM (RHS) RECTANGULAR STEEL HOLLOW SECTION (5.19 KG/M) 75 X 50 X 3MM (RHS) RECTANGULAR STEEL HOLLOW SECTION (5.19 KG/M) 25 X 25 X 2MM (SHS) SQUARE STEEL HOLLOW SECTION (1.43 KG/M) 6MM MILD STEEL PLATE (47.10 KG/M2) PARKING PAVERS STEEL PLATE 5'-0" 2'-10" 2" 1'-8" 2" 2" 7'0" X 5'0" 9'9" X 6'0" FORMAL LIVING 11'6" X 12'4 KITCHEN 18'3" X 11'3 WASH DINING 20'0" X 15'8" Entry 5'0" X5'0" LVL +2'3" LVL +2'3" POOJA LOUVERS TILL FIRST FLOOR SOFFIT LVL PLANTER BOX WM STORAGE Sliding F
DETAIL A
2'-9" 2'-3" 3'-0" 2'-0" 100 X 50 X 3MM (RHS) RECTANGULAR STEEL HOLLOW SECTION (6.60 KG/M) 100 X 50 X 3MM (RHS) RECTANGULAR STEEL HOLLOW SECTION (6.60 KG/M) SLIDING GATE SLIDING GATE IN 33 4 " 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 13'-0" 33 4 " 33 4 " 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" A-A' A-A' 5'-0" 2" 3'-4" 2" 1'-2" 2" IN OUT 4" 3" 3" 4" 3" 3" 4" 3" 3" 4" 3" 3" 4" 3" 3" 4" 3" 3" 4" 3" 3" 4" 3" 3" 4" 3" 3" 4" 3" 3" 4" 3" 3" 4" 3" 3" 4" 3" 3" 4" 3" 3" 4" 3" 3" 4" 75 X 50 X 3MM (RHS) RECTANGULAR STEEL HOLLOW SECTION (5.19 KG/M) 25 X 25 X 2MM (SHS) SQUARE STEEL HOLLOW SECTION (1.43 KG/M) 50 X 25 X 2.5MM (RHS) RECTANGULAR STEEL HOLLOW SECTION (2.62 KG/M) 75 X 50 X 3MM (RHS) RECTANGULAR STEEL HOLLOW SECTION (5.19 KG/M) HPL SHEET HPL SHEET HPL SHEET MAIN GATE DETAIL
50 X 50 X 2.5MM (SHS) SQUARE STEEL HOLLOW SECTION (3.71 KG/M)
50 X 20 X 2MM (RHS) RECTANGULAR STEEL HOLLOW SECTION (1.96 KG/M)
50 X 50 X 2.5MM (SHS) SQUARE STEEL HOLLOW SECTION (3.71 KG/M) BRICK WALL
50 X 50 X 2.5MM (SHS) SQUARE STEEL HOLLOW SECTION (3.71 KG/M)
SKYLIGHT FABRICATION DETAIL PROJECT ARCHITECT : N No. TITLE : LEGEND PROJ. NO DATE DESCRIPTION DATE REVISIONS WALLSMITH.ARCHITECTURE.RESEARCH.PRACTICE DRG. NO. PROJECT: ALL LEVELS SHALL BE CROSS CHECKED WITH THE ARCHITECT BEFORE STARTING ON SITE. SPECIFIC NOTES DRAWING STATUS VASANTHAM VILLA@B73 DRAWN : CHECKED : APPROVED: FABRICATION DETAIL 37 AR 02-04-2021 SKYLIGHT FABRICATION DETAIL 1 NORTH WALL FABRICATION DETAIL 2 50 X 20 X 2MM (RHS) RECTANGULAR STEEL HOLLOW SECTION (1.96 KG/M) 50 X 20 X 2MM (RHS) RECTANGULAR STEEL HOLLOW SECTION (1.96 KG/M) 1'x 6" MS BOX SECTION 9" x 6" THK MS BOX SECTIONS 10"x 6" MS BOX SECTION MS RECTANGULAR BOX SECTION BRICK WALL 1'-10" 2" 2" 5" 41 2 41 2 41 2 5" 1'-10" 2" 2" 31 2 1"31 2 1"31 2 1"31 2 1"31 2 17'-7" 16'-0" 9" 10" 10" 2'-0" 2'-0" 2'-0" 2'-0" 1'-11" 2'-1" 9" 13'-9" 1'-0" 2'-0" 2'-0" 2'-0" 2'-0" 9" 3'-0" 6'-0" 3'-6" 12'-0" 2'-0" 2'-1" 1'-10" 2'-0" 2'-0" 2'-1" 2'-0" 2'-1" 1'-11" 1'-10" 2" 2" 5" 4 1 2 4 1 2 4 1 2 5" 1'-10" 2" 2" 3 1 2 " 31" 1 2 31" 1 2 31" 1 2 " 31" 1 2 " 2" 1'-10" 2" 5" 43 4 41 2 43 4 5" 31 2 1"31 2 1"31 2 1"31 2 1"31 2 2" 1'-10" 2" 2" 1'-10" 2" 5" 4 3 4 4 1 2 4 3 4 5" 3 1 2 31" 1 2 31" 1 2 31" 1 2 31" 1 2 2" 1'-10" 2" TYPE 2 TYPE 1 TYPE 2 TYPE 1 SKYLIGHT FABRICATION MODULE NORTH WALL FABRICATION MODULE
2'-0" 2'-0" A-A' A-A' SKYLIGHT FABRICATION DETAIL 1 1'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 9" 13'-9" 2'-0" 2'-0" 9" x 6" THK MS BOX SECTIONS
1'x
6" 2" 4"
6" MS BOX SECTION
v 3.
SEA-WATER INTRUSION - URBAN STUDY
Sea level rising is one of the biggest environmental issue we are facing and sea water intrusion in coastal areas which are predominantly consuming and depleting ground water is also no less threatening problem than sea level rising. It is an irreversible problem.
v 4.
ARCHITECTURAL COMPETITIONS
4.
ARCHI TECTURE AND MANI RATNAM
Numerous individuals Direct films numerous individuals Design Yet we just discuss around a couple Chief 'Mani Ratnam' goes under the couple of people who is appreciated for his style of film-production As Van James accurately states, 'Architecture - Mother of all arts' this chief uses Buildings to portray the situations, Plot and Emotions of his movies Buildings generally are utilized in films to pass on a character's monetary status, Location and personality of a Place Mani Ratnam goes one step Further and adds feelings and qualities which is passed on through his movies
This article will take u back, to a portion of the works of art of Mani Ratnam where I think the entertainers yet additionally the structures acted A spot appeared in motion pictures will have specific Architectural personality which we will use to associate ourselves or the characters The video melody Uyire from Bombay is comm ended for each way it is finished The cool temprature of the melody and its melancholic nature isn't just conveyed by people, yet additionally the 'Bekal Fort' out of sight The Rain wets the fortification which gives it a dull shade than expected and greenery developed dramatically makes a strong vibe and conveys the feeilings of Aravind Swamy and Manisha Koirala alongside it
The following illustration is from the as of late delivered 'Chekka Chivandha Vaanam' a multi st arrer film The house which the family used to live, will have an enormous glass facade The chief uses Reflection from glass to portray the upcoming and continuous circumstances of the film alongside the characters In a scene when the Brothers take off from house, the camera pan above from underneath Behind the glass Prakash Raj and Jaysudha remain with the impressions of trees and water streaming infront of them which gives hint for the impending occasion Indeed even i n Arun Vijay Scene when the camera skillet over the house alongside him, the appearance in the glass uncovers the family's tussled circumstance and title
OK Kanmani got steam for its Architectural references of numerous prestigious Architects and their part in the film Be that as it may, I might want to feature the arrangement and screenplay of those never-ending scenes There would be numerous wide point and low point shots which catches the most fundamental components of every single structure like Gufa and CEPT which B V Doshi clarifies
The Classic film of 'Nayagan' delivered route before times and still was loaded up with intriguing representations that could be identified with Architecture The group of the Protagonist Kamalhasan will be more looked at and shot inside a casing which basically a Frame-less window opening and the Hero himself will be contrasted with entryways in a large portion of the scenes Strangely his relation ship with entryways will wonderfully convey his feelings and will always be open door as mentioning his helping tendency or he will break open them
A SMALL DECODDING OF SYMBOLISM IN MOVIES
MADRAS IN MOVIES ‘SARPATTA PARAMBARAI’
WORKED AS ASSISTANT DIRECTOR IN A SHORT FILM
rahul2000vip@gmail.com I 7339383762