EXPERIENCEINTERNSHIP 2021-22 AKHIL SUMMERYEARBHASKARAN3BREAKOF22
AKG BHAWAN |Party Office @ puthiyangadi | Grill detailed drawings + Jali LandscapeDrawings+Drawings AMA VILLAS AND TRAILS |Master plan@ Navi Mumbai | Villa 04 Skpt Model + Elevations SANOJDENCERESI| Thalassery | Skpt Model BUS STOP | tionStandardiza-ofBusstop in NH | Competition by bIIA | RepresentationConcept+Design+
RESIDENCE PERINTHALMANNAAT
The residence situated Perinthal manna was one of the initial proj ects that I came across through so cial media. Primarily coming from a GCC background, i have always been updated around avante gar de style architectures and being a south indian myself I have always been facinated by our historic and traditional vernacular style archi tectures. Going through the res idence done by de-earth Archi tects for Mr. Anoop and Dr. Suma was more than just inspiring and ever since then I had dreamt about coming to this place to enlighten myself about tradional roots and culture.
01 AKG BHAWAN |Party Office @ puthiyangadi | Grill detailed drawings + Jali LandscapeDrawings+Drawings
398X306LOBBY 140LIFTx140 080910 06 03 UP 07 05 04 01 02 SEATING560x1052 OFFICESECRETARY422.5x289 READING422.5X364SPACE 10 10 10 757575757575 7.5cm x 15cm I- Section 25cm M.S. Flat (5mm thickness) 8cm x 3.8cm G.I Box Section Drainage Gutter Compound Wall7.5cm x 15cm I- Section 2.5cm M.S. Flat (5mm thickness) 8cm x 3.8cm G.I Box Section Compound Wall 2.5cm M.S. Flat (5mm thickness)78 78 78 Drainage78.778.778.77575 Gutter 757575 4 " inch 780.5 2270.2 Rainwater pipe 628.2629.8757575 D D C C A A GI box section: 8cm x 3.8cm GI box section: 8cm x 3.8cm MS flat 2.5cm x 4 mm 75 75 75 75 50Inside2cm Granite CopingGutter System 78 78 78 781535 10 7.5cm x 15cm I-Section 8cm x 3.8cm G.I. Box Section 25cm M.S. Flat (5mm Thickness) 8cm x 3.8cm G.I. Box Section 25cm M.S. Flat (5mm thickness)1010 10 7.5cm x 15cm I-Section Compound Wall Gutter System BOOK SHELF@220ht Ramp SECRETARY422.5289 KITCHEN NOTESTHISDRAWING IS THE PROPERTY OF DE EARTH REPRODUCINGARCHITECTS. ITS CONTENTS IN ANY FORM EXCEPT FOR THE PURPOSE OF WHICH IT IS INTENDED, IS PROHIBITED. THIS DRAWING IS NOT TO BE SCALED, STATED DIMENSIONS ARE ONLY TO BE CONSIDERED. ALL DIMENSIONS ARE TO BE VERIFIED ON SITE AS PER ACTUAL SITE CONDITION PRIOR TO COMMENCEMENT OF WORK DATENO. SHEET PROJECTTITLE:NO: DE-IS- 2019/AKG GRILL DETAIL DRAWING PROJECTCLIENTARCHITECTS RAGAM APARTMET, PIPE LINE ROAD PATTERY, CALICUT-16 , PH:0495 2741782. SCALE: 1:75 DRAWN CHECKEDBYBY PURPOSE ISSUED DATE 10-08-2021 AKHIL BHASKARANSANAK DRAWING NO: AR-200 AKG BHAVAN AT PUTHIYANGADI For construction MASONRY REVISIONS16.09.211. KEY PLAN DETAILED ROOF PLAN SCALE:1:75 DETAILED SECTION DD'DETAILEDSCALE:1:10 SECTION CC'DETAILEDSCALE:1:10 SECTION AA' SCALE:1:10
Ramp SFD1 D2 duct duct 160x100TOILET KITCHEN322x300DINING322x406TOILET160x150D1 100100100100100100100100100100 100100 10 10 10 10 8cm x 3.8cm G.I. Box Section 2.5cm M.S. Flat (5mm Thickness) 2.5cm M.S. Flat (5mm Thickness) 8cm x 3.8cm G.I. Box Section DrainageSystem1407.5 562 E E FF Compound Wall 8cm x 3.8cm G.I. Box Section 2.5cm M.S. Flat (5mm thickness) 1010 Glass cover Gutter System 10 8cm x 3.8cm G.I. Box Section 2.5cm M.S. FLAT (5mm thickness) 100 100 50Compound Wall NOTESTHISDRAWING IS THE PROPERTY OF DE EARTH REPRODUCINGARCHITECTS. ITS CONTENTS IN ANY FORM EXCEPT FOR THE PURPOSE OF WHICH IT IS INTENDED, IS PROHIBITED. THIS DRAWING IS NOT TO BE SCALED, STATED DIMENSIONS ARE ONLY TO BE CONSIDERED. ALL DIMENSIONS ARE TO BE VERIFIED ON SITE AS PER ACTUAL SITE CONDITION PRIOR TO COMMENCEMENT OF WORK DATENO. SHEET PROJECTTITLE:NO: DE-IS- 2019/AKG GRILL DETAIL DRAWING PROJECTCLIENTARCHITECTS RAGAM APARTMET, PIPE LINE ROAD PATTERY, CALICUT-16 , PH:0495 2741782. SCALE: 1:50 DRAWN CHECKEDBYBY PURPOSE ISSUED DATE 10-08-2021 AKHIL BHASKARANSANAK DRAWING NO: AR-200 AKG BHAVAN AT PUTHIYANGADI For construction MASONRY REVISIONS16.09.211. DETAILED ROOF PLAN SCALE:1:50 KEY DETAILEDPLANSECTION EE'DETAILEDSCALE:1:5 SECTION FF' SCALE:1:5
10 Box Section MS flat (5 mm thickness) 2 cm Granite Coping Compound Wall 4" inch Drain pipe 20 Compound Wall FoundationoutsidePCC 4" inch Drain pipe 30 x 20 Drain gutter 20 60 9 30 20 4'' inch Drain pipe Grill4''inch Drain pipe inside CompoundAluminiumWall Rain Gutter ISOMETRIC SECTION OF I SECTION WITH 6 MM PLATE SCALE:1:2 ISOMETRIC VIEW OF BOX SECTION SCALE:1:5 ELEVATION RAINWATEROFDRAINAGESCALE:1:5 SECTIONAL VIEW OF RAINWATER DRAINAGE SCALE:1:5 10 ISOMETRIC SECTION OF I SECTION WITH 6 MM PLATE SCALE:1:2 Box Section MS flat (5 mm thickness) cm Granite Coping Compound Wall FoundationoutsidePCC 4" inch Drain pipe 30 x 20 Drain gutter 20 60 9 30 20 4'' inch Drain pipe Grill4''inch Drain pipe inside CompoundAluminiumWall Rain Gutter PROJECTRESIDENCE AT NADAKKAVCALICUT CLIENT Mr.Sumesh and Mrs.Liju ARCHITECTS RAGAM APARTMET, PIPE LINE ROAD PATTERY,PH:0495CALICUT-162741782. SHEET DRAWINGTITLE:NO: COURTYARDAR-346GRILLREVISIONSDATE NO.NOTESTHISDRAWING IS THE PROPERTY OF DE EARTH REPRODUCINGARCHITECTS.ITSCONTENTS IN ANY FORM EXCEPT FOR THE PURPOSE OF WHICH IT IS INTENDED, IS PROHIBITED. THIS DRAWING IS NOT TO BE SCALED, STATED DIMENSIONS ARE ONLY TO BE CONSIDERED.ALLDIMENSIONS ARE TO BE VERIFIED ON SITE AS PER ACTUAL SITE CONDITION PRIOR TO COMMENCEMENT OF ISSUEDKEYWORKPLANDATE 29.06.22 DRAWN BY AKHIL CHECK SCALE:PURPOSEBY Ar.SANAK1:5 FOR CONSTRUCTION N sheet no: 3 ISOMETRIC VIEW OF BOX SECTION SECTIONALSCALE:1:5 VIEW OF RAINWATER DRAINAGE SCALE:1:5 Box Section MS flat (5 mm thickness) 2 cm Granite Coping Compound Wall FoundationoutsidePCC 4" inch Drain pipe 30 x 20 Drain gutter 20 60 9 30 20 4'' inch Drain pipe Grill4''inch Drain pipe inside CompoundAluminiumWall Rain Gutter PROJECTRESIDENCE AT NADAKKAVCALICUT CLIENT Mr.Sumesh and Mrs.Liju ARCHITECTS RAGAM APARTMET, PIPE LINE ROAD PATTERY,PH:0495CALICUT-162741782. SHEET DRAWINGTITLE:NO: COURTYARDAR-346GRILLREVISIONSDATE NO.NOTESTHISDRAWING IS THE PROPERTY OF DE EARTH REPRODUCINGARCHITECTS.ITSCONTENTS IN ANY FORM EXCEPT FOR THE PURPOSE OF WHICH IT IS INTENDED, IS PROHIBITED. THIS DRAWING IS NOT TO BE SCALED, STATED DIMENSIONS ARE ONLY TO BE CONSIDERED.ALLDIMENSIONS ARE TO BE VERIFIED ON SITE AS PER ACTUAL SITE CONDITION PRIOR TO COMMENCEMENT OF ISSUEDKEYWORKPLANDATE 29.06.22 DRAWN BY AKHIL CHECK SCALE:PURPOSEBY Ar.SANAK1:5 FOR CONSTRUCTION N sheet no: 3 ISOMETRIC VIEW OF BOX SECTION SECTIONALSCALE:1:5 VIEW OF RAINWATER DRAINAGE SCALE:1:5
A BB18.4 20202055 542 20 20 20 .4 1.3 .4 1.3 278 202020 5 15 531.2 16.3298 18.5 272.5 302.9 ROOF PLAN 1:30 SCALE:1:30
SEEN BELOW SEEN BELOW slope slopeslope OPEN TERRACE SEEN BELOWG.IA Box Section (3"x 1") Jali (20cm x 20cm x 6cm) G.I Box Section (3"x1") Jali 20cm x 20cm x 6cm G.I. Box Section(3"x 1") G.I. Box Section(3"x 1") M.S. L Angle 1/2" x 1/2" Rain Gutter 15 cm x 10cm G.I. Box Section 6" x 2" L angle 1/2 " x 1/2 " 4 mm thick PROJECTCLIENTARCHITECTS RAGAM APARTMET, PIPE LINE ROAD PATTERY, CALICUT-16 , PH:0495 2741782. SHEET DRAWINGTITLE:NO: REVISIONSROOFAR-346JALIDATE NO.NOTESTHISDRAWING IS THE PROPERTY OF DE EARTH REPRODUCINGARCHITECTS.ITSCONTENTS IN ANY FORM EXCEPT FOR THE PURPOSE OF WHICH IT IS INTENDED, IS PROHIBITED. THIS DRAWING IS NOT TO BE SCALED, STATED DIMENSIONS ARE ONLY TO BE CONSIDERED.ALLDIMENSIONS ARE TO BE VERIFIED ON SITE AS PER ACTUAL SITE CONDITION PRIOR TO COMMENCEMENT OF ISSUEDKEYWORKPLANDATE 29.06.22 DRAWN BY AKHIL BHASKARAN CHECK SCALE:PURPOSEBY Ar.SANAK1:30 FOR CONSTRUCTION N sheet no: 1 AKG BHAVAN AT PUTHIYANGADI
40 536.9562 2.5 2.5 2.5 23.4.4 1.3 20 20 20 301.2 15.2 20202020 5 20 1.72.5 16 M.S. L-Angle G.I. Box Section(3"x 1") Jali 20cm x 20cm x 6cm M.S. Angle 1" x 1" Glass cover for Rain 7.6 1/2" x 1/2" G.I. Box Section (6"x 2") SECTIONAL VIEW AA' SCALE:1:20 SECTIONAL VIEW BB'' SCALE:1:30 DETAILED SECTIONAL VIEW AA" SCALE:1:10
M.S. L Angle 1/2" x 1/2" .4 1.3 20 20 20 20 20 20 G.I. Box Section(3"x 1") G.I. Box Section 6" x 2" Jali 20cm x 20cm x 6cm Glass coverage for rain 15 20 20 20 2020 40 14 16.7 M.S. L Angle 1/2" x 1/2" G.I. Box Section 6" x 2" Jali 20cm x 20cm x 6cm Glass coverage for rain M.S. L Angle 2.5cm x 2.5cm SEEN BELOW SEEN BELOW slope slopeslope PROJECTCLIENTARCHITECTS RAGAM APARTMET, PIPE LINE ROAD PATTERY, CALICUT-16 , PH:0495 2741782. SHEET DRAWINGTITLE:NO: REVISIONSROOFAR-346JALIDATE NO.NOTESTHISDRAWING IS THE PROPERTY OF DE EARTH REPRODUCINGARCHITECTS.ITSCONTENTS IN ANY FORM EXCEPT FOR THE PURPOSE OF WHICH IT IS INTENDED, IS PROHIBITED. THIS DRAWING IS NOT TO BE SCALED, STATED DIMENSIONS ARE ONLY TO BE CONSIDERED.ALLDIMENSIONS ARE TO BE VERIFIED ON SITE AS PER ACTUAL SITE CONDITION PRIOR TO COMMENCEMENT OF ISSUEDKEYWORKPLANDATE 29.06.22 DRAWN BY AKHIL BHASKARAN CHECK SCALE:PURPOSEBY Ar.SANAK1:30 FOR CONSTRUCTION N sheet no: 2 AKG BHAVAN AT PUTHIYANGADI
Exposed laterite masonry 220 cm ht with granite coping of 2cm thick on top from GL Textured wall 180 cm ht with granite coping on top Textured wall 180 cm ht with granite coping on top Textured wall 150 cm ht with granite coping on top +0.00FFL+15FFL+30FFL+35FFL +45FFL duct duct +35FFL AA BB C C 202.913 179.4 314.3 228.6 62.8140.813 51.2 13 37.2164.4224.4328.8171.5165.5232338.564.5 40 40 BOOK SHELF@220ht Rampduct LOBBY 140LIFTx140 560SEATINGx1052 SECRETARYOFFICE422.5x289 160x100 KITCHEN322x300TOILETREADING422.5X364SPACE NOTESTHISDRAWING IS THE PROPERTY OF DE EARTH REPRODUCINGARCHITECTS. ITS CONTENTS IN ANY FORM EXCEPT FOR THE PURPOSE OF WHICH IT IS INTENDED, IS PROHIBITED. THIS DRAWING IS NOT TO BE SCALED, STATED DIMENSIONS ARE ONLY TO BE CONSIDERED. ALL DIMENSIONS ARE TO BE VERIFIED ON SITE AS PER ACTUAL SITE CONDITION PRIOR TO COMMENCEMENT OF WORK REVISIONSDATENO. SHEET PROJECTTITLE:NO: DE-ISLANDSCAPE2019/AKGPLAN PROJECTCLIENTARCHITECTS RAGAM APARTMET, PIPE LINE ROAD PATTERY, CALICUT-16 , PH:0495 2741782. SCALE: 1:75 DRAWN CHECKEDBYBY PURPOSE ISSUED DATE 10-08-2021 AKHIL BHASKARANSANAK DRAWING NO: AR-200 AKG BHAVAN AT PUTHIYANGADI For construction LANDSCAPE DETAIL PLAN SCALE:1:75 KEY PLAN
2cm coping with 2cm LaterateprojectionmasonryExposedlateritemasonry220cmhtwithgranitecopingof2cmthickontopfromGLRCCSlabGranitecoping3cm274 12 238 plastering 2cm coping with 2cm RCCLaterateprojectionmasonrySlabGranitecoping3cmwith3cmprojection 45.6 3 5 40.6 3 13 13 1.5 88.4 238 54.8 1.5 REVISIONSDATENO. SHEET TITLE: DETAILED SEATING SECTION PROJECT DETAILED SECTION AA' SCALE:1:20 2cm coping with 2cm LaterateprojectionmasonryExposedlateritemasonry220cmhtwithgranitecopingof2cmthickontopfromGL35 45.6 3 13 13 3 61.4 40.6 44.8 RCCSlabGranite coping 3cm 48.6 274 122 238 plastering NOTESTHISDRAWING IS THE PROPERTY OF DE EARTH ARCHITECTS PVT LTD. REPRODUCING ITS CONTENTS IN ANY FORM EXCEPT FOR THE PURPOSE OF WHICH IT IS INTENDED, IS THISPROHIBITED.DRAWING IS NOT TO BE SCALED, STATED DIMENSIONS ARE ONLY TO BE CONSIDERED. ALL DIMENSIONS ARE TO BE VERIFIED ON SITE AS PER ACTUAL SITE CONDITION PRIOR TO COMMENCEMENT OF WORK REVISIONSDATENO. SHEET DRAWINGTITLE:NO: DETAILED SEATING SECTION PROJECTCLIENTARCHITECTSPURPOSE DE-IS- 2019/AKG For construction SCALE: 1:20 DRAWN ISSUEDCHECKEDBYBYDATE 10-08-2021 AKHIL BHASKARANSANAK DRAWING NO: AR-303 DETAILED SECTION AA' SCALE:1:20 DETAILED SECTION AA' SCALE:1:20
2cm coping with 2cm Laterateprojectionmasonry 51253 17 1.510 65.552.552.5 Soil GraniteFillingcoping 2cm plastering 57 55 238 NOTESTHISDRAWING IS THE PROPERTY OF DE EARTH ARCHITECTS PVT LTD. REPRODUCING ITS CONTENTS IN ANY FORM EXCEPT FOR THE PURPOSE OF WHICH IT IS INTENDED, IS THISPROHIBITED.DRAWING IS NOT TO BE SCALED, STATED DIMENSIONS ARE ONLY TO BE CONSIDERED. ALL DIMENSIONS ARE TO BE VERIFIED ON SITE AS PER ACTUAL SITE CONDITION PRIOR TO COMMENCEMENT OF WORK REVISIONSDATENO. SHEET DRAWINGTITLE:PURPOSEDRAWNSCALE: ISSUEDCHECKEDBYBYDATE 10-08-2021SANAK DRAWING NO: AR-303 DETAILED SECTION BB' SCALE:1:20 AKHIL BHASKARAN1:20
Laterate masonry Soil GraniteFillingcoping 2cm plastering 512535557 17 52.5 1.5 238 DRAWINGTITLE:NO: DETAILED TYPE B PLANTER BOX PROJECTCLIENTARCHITECTS RAGAM APARTMET, PIPE LINE ROAD PATTERY, CALICUT-16 , PH:0495 2741782. PURPOSE DE-IS- 2019/AKG For construction AKG BHAVAN AT PUTHIYANGADI DETAILED SECTION BB' SCALE:1:20
55 2 45.6 61.4 3 17 Granite coping 2cm Type B planter box (55cm height) Granite copingSeating3cm NOTESTHISDRAWING IS THE PROPERTY OF DE EARTH ARCHITECTS PVT LTD. REPRODUCING ITS CONTENTS IN ANY FORM EXCEPT FOR THE PURPOSE OF WHICH IT IS INTENDED, IS THISPROHIBITED.DRAWING IS NOT TO BE SCALED, STATED DIMENSIONS ARE ONLY TO BE CONSIDERED. ALL DIMENSIONS ARE TO BE VERIFIED ON SITE AS PER ACTUAL SITE CONDITION PRIOR TO COMMENCEMENT OF WORK REVISIONSDATENO. SHEET DRAWINGTITLE:PURPOSEDRAWNSCALE: ISSUEDCHECKEDBYBYDATE 10-08-2021JUNAISSANAK DRAWING NO: AR-3031:20 ISOMETRIC DETAIL AA' SCALE:1:20
45.6 3.3 17 30 2 Exposed laterite masonry 220 cm ht with granite coping of 2cm thick on top from SeatingGL Granite coping 3 cm Granite coping 2 cm Type C Planter box (30cm height) DRAWINGTITLE:NO: PROJECTCLIENTARCHITECTS RAGAM APARTMET, PIPE LINE ROAD PATTERY, CALICUT-16 , PH:0495 2741782. PURPOSE DE-IS- 2019/AKG For construction AKG BHAVAN AT PUTHIYANGADI ISOMETRIC DETAILED VIEW ISOMETRIC DETAIL BB' SCALE:1:20
AMA VILLAS AND TRAILS |Master plan@ Navi Mumbai | Villa 04 Skpt Model + Elevations 02
GROUND FLOOR LEVEL GROUND FLOOR LINTEL LEVEL FIRST FLOOR LEVEL ROOF LEVEL+341+250+45FFLFFLFFL+650FFL308.591.122096.1583.4 60 45 CM thick exposed RR wall (as per architect approval) 5 cm thick granite coping 180 150 30 +60FFL +0.00FFL+00FFL GROUND LEVEL 45 CM thick exposed RR wall (as per architect approval) 5 cm thick granite coping 210 51.1 GROUND LEVEL+00LEVEL PLINTH LEVEL+45F.F.L EXPOSED RR WALL HEIGHT+222.3+209.6F.F.LF.F.L EAVE LEVEL -1 Steel roof <30 degree to be detailed+415F.F.L ROOF RIDGE -2 +510.5F.F.L ROOF RIDGE -3 +371F.F.L ROOF RIDGE -1 +569F.F.L ROOF RIDGE -4 +665.5F.F.L ROOF RIDGE -5 CONTOUR LEVEL-360LEVEL RIGHTSCALEELEVATION1:100 ELEVATION MUMBAI HOME 04 - ama stays and trails ROOM AREA DETAILS BED ROOM 1 SQ.FT262.50 BED ROOM 2 BED ROOM 3 BED ROOM 4 TOTAL AREA BED ROOM 5 1409262.50256.00412.00216.00 FRONTSCALEELEVATION1:100
±0.0 lvl +40 lvl +250 lvl +341 +679.6lvllvlSteel roof of 0.75"x1.5" GI box section reaper with 28 cm spacing. Rafter with 3"X1.5" GI box section with 75 cm spacing 45 CM thick exposed RR wall (as per architect approval) 5 cm thick granite coping150210 Steel roof of 0.75"x1.5" GI box section reaper with 28 cm spacing. Rafter with 3"X1.5" GI box section with 75 cm spacing 129.8 Steel roof <40 degree to be detailed AREA DETAILS GROUND FLOOR FIRST FLOOR TOTAL AREA SQ.FT sheet no : 01V I L L A - 04 DATE : 12.08.22 556932672302
-345LEVEL CONTOUR LEVEL-360LEVEL UNDERGROUND FLOOR LEVEL-345F.F.L GROUND LEVEL+0.00LEVEL GROUND PLINTH LEVEL+45F.F.L. LINTEL LEVEL+263.6F.F.L. EAVE LEVEL -1+211LEVEL 45 CM thick exposed RR wall (as per architect approval) 5 cm thick granite coping EAVE LEVEL-2+372.4F.F.L. 630.2 521.3 45 CM thick exposed RR wall (as per architect approval) 5 cm thick granite coping ROOF RIDGE -5+372.4F.F.L. Skylight above toilet Glass above GI box section GROUND FLOOR LEVEL GROUND FLOOR LINTEL LEVEL FIRST FLOOR LEVEL ROOF LEVEL+375+280+60FFLFFLFFL+679.6FFL284.891.1185.294.8 -40FFL-334FFL2105070330583.4 LOWER GROUND LEVEL 72.5 LOWER GROUND FLOOR LINTEL LEVEL GROUND LEVEL 45 CM thick exposed RR wall (as per architect approval) 5 cm thick granite coping 371.3 115 23545 -91FFL LINTEL LEVEL +0.00LEVEL BALCONY FLOOR LEVEL-10LEVEL ELEVATION MUMBAI HOME 04 - ama stays and trails ROOM AREA DETAILS BED ROOM 1 SQ.FT262.50 BED ROOM 2 BED ROOM 3 BED ROOM 4 TOTAL AREA BED ROOM 5 1409262.50256.00412.00216.00 FRONT FRONTSCALEELEVATION1:100ELEVATIONSCALE1:100
Plastered Walls Steel roof of 0.75"x1.5" GI box section reaper with 28 cm spacing. Rafter with 3"X1.5" GI box section with 75 cm spacing Steel roof <40 degree to be detailed Steel roof <30 degree to be detailed BED ROOM BALCONY +0.00LEVELKITCHEN ENTRANCE 534.8 266.9 ±0.0 lvl +60 lvl +280 lvl +375 +679.6lvllvl-40lvl-330lvlSteel roof of 0.75"x1.5" GI box section reaper with 28 cm spacing. Rafter with 3"X1.5" GI box section with 75 cm45spacingCMthick exposed RR wall (as per architect approval) 5 cm thick granite coping 11545 114.9 15 655 Skylight above toilet Glass above GI box section Bay Window AREA DETAILS GROUND FLOOR FIRST FLOOR TOTAL AREA SQ.FT sheet no : 01V I L L A - 04 DATE : 12.08.22 556932672302
Initial plan renders Villa 04 VISUALIZATIONS
Initial first floor plan renVilladers04
Initial plan renders Villa 1 Initial First floor plan renders Villa 1 VISUALIZATIONS
Initial plan renders Villa 2 Initial section renders Villa 04 Initial First floor plan renders Villa 2
VILLA 04 INITAL PLAN RENDER VISUALIZATIONS
VILLA 04 CURRENT STAGE MODEL Right elevation view Modelled in Sketchup 01 3D MODELING
VILLA 04 CURRENT STAGE MODEL Back Elevation View Modelled in Sketchup 02 3D MODELING
SANOJ RESIDENCE | Thalassery | Skpt Model 03
01 VIEW 01 Sanoj Residence Has be deisgned to be well incorporated into the site sitting well within the contours. The entire built form is divided into 3 floors with ground floor, lower ground floor and first floor 03
02
BUS STOP | Standardization of Bus stop in NH | Competition by bIIA | RepresentationConcept+Design+ 04
01 02
The mere need of a bus shelter is to provide ample shelter to passengers in order to commute around places from the harmful weather conditions but on the other hand provide tranquility and comfort. The bus shelter offers the commuter not just comfort and hope, but also an outlook to learn more about the various other sights and locations that the bus vis its. Hence, a bus stop can mean much more than just provide shelter and comfort towards the commuting demographic.
One plane is parametrically designed as a structural louver that enables visual contact between the occupants and the bus driver while maximizing shade.
-Ahaus arquitectos
The final prototypical system design was de rived from fifteen initial schematic designs and refined to ensure its ability to effectively adapt to the four cardinal orientations. The adopted system prototypes are comprised of three planes calibrated to maximize morn ing and afternoon shade, for four seated oc cupants, between the vernal and autumnal equinoxes.
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Subsequent studies by Ahaus Arquitectos involves a very modular study in finding solutions against heat. Current shelter de signs adopted by the local transportation authority are designed about economy or vanity and universally fail to consider the comfort of the occupants in these unique environmental conditions.
We hardly had a 8 meter long 1.2 m wide strip. Our first decision was to request the medical college to devote a little more space behind the bus stop, which as a rear waste dump ing yard of a building. we finally attained a 2.4 m depth. Our decision to make two sets of stops, with a small intermediate garden passage was deliberate to create positive re sponses all around, even to the rear yard.
Medical Collage Bus Bay
MODULAR BUS SHELTER
Busshelter
De Earth Architects
Climatic Analysis
Demographic Usage: Standard Area Requirements
Exisitng Bus Shelters
Primarily most of the bus stops around us no longer aid the dis abled demographic
The existing conditions of the bus stops within our country has posed questions to reaccess the design of the bus stops due to a variety of reasons such as broken roofs, inadequate seating, uner gonomic design conditions, inadequate lighting and furthermore which further disrupt harmony and tranquility amongst voyagers.
The spectrum of other bus stops globally has also been investigated for the creating benchmark studies in order to understand the mere standardization of what a bus stop can offer. In order to maximize the best sunlight into the best stop also with a sustain-ability approach, the Roof was slight ly tilted with added solar panels. The drainage slope was also redesigned and flushed into the exposed laterite wall which is then supplied to the integrated plantation system.
The demographic usage for this iteration of the standardization of the bus stop was primarily involving major adult and student category. The usage also involves the community of the disabled which is often neglected, and the transportation is usually made hard for them.
The age category mainly involves students from 10- 16 adults from 20 to 35 and the elderly from 60 and above all inclusive of the disabled.
TYPE 2: A transit hub where the bus stop is placed in the middle. The modular design allows to add an additional toilet block according to site conditions. The design is also proceeded with a vernacular design with locally available materials added to pro mote experience and culture Pannel Alternate locally available materials adds flexiblity and experience to the specific region. to pro tect from rain wasteIntegratedbin
Glazing
DispenserWater JaliTerracottaDesign DisplayElectronicboard 01 02
Modular Design Opportunities
TYPE 1: Entrance only on one side. An innovative modular design, which is alot more flexible with site conditions An additional kiosk design which adds interaction and comfort.
Local ArtSolar
Modular Bus Stop Toilet Block Technical specification 1. Column Footing Material- Cement, Fine aggregate (M sand), Coarse aggregate(20 mm metal), steel( FE 500 D) Brand - cement- Ultra tech Rein forcement - TATA Grade – M25 Design – As per structural drawing 2. Material-PCC Cement, Fine aggregate ( M sand), Coarse aggregate( 40 mm Brandmetal),-cement- Ultra tech Grade – M10 Design – As per structural drawing 4. Story Telling Boards Item- SS 306 plate Finish- Brush finish Size- as per design 5. Modular Kiosk Item- Mild Steel Frame, Panel - Steel, PVC, Alu minium & ACP Colour- As per design Size- As per design 3. Plinth beam Material- Cement, Fine aggregate ( M sand), Coarse aggregate( 20 mm metal), steel( FE 500 D) Brand - cement- Ultra tech Rein forcement - TATA Grade – M20 Design – As per structural drawing Protection – two matte clear coat Endura /Fila
ARUN MUGILIN | Chennai| Lumion Render 05
• Weunderstandtheimportanceof championingvariousbackgrounds, cultures,visionsandexperiences, exemplifiedbythefirm’sdiverse multi-culturalteamwithover50 nationalitiesrepresented.Withthese valuesinmind,DewanArchitectshas createdBabel4.0,areinterpretation ofthemythicalTowerofBabel, previouslycitedas,‘Aunitedhuman raceinthegenerationsfollowingThe Atrahasis(TheGreatFlood),speaking asinglelanguage,migrating westward,cometoalandwherethey agreetobuildautopianverticalcity tallenoughtoreachtheheavensand liveinperpetualharmony’.Inthehope toencourageacademia,government bodies,architects,engineers, universities,materialandproduct producersandthecommunityto interactandexchangeideasina virtualworld. Babel 4.0 | Dewan Architects Interior Visualization of BABEL 4.0
AKG BHAWAN SITE VISIT Stage: 06
ON SITE CONDITIONS:
1. Regarding the grill deisgn, a 10cm Flush needs to be there with the ground floor beam in order to acco modate the box section.
2. The window fenestrations needs to accomodate an extra sill so that water cannot be pentrated into the built form
3. As of now, Joinary works are go ing on, but some of the doors can only done after flooring, in order to accomodate that adequate height.
ON SITE CONDITIONS: 1. The residence is currently in its 1st floor slab casting and beam shutter ing with plinth beams to completion. 2. There occurs to be an issue with the coumpound wall with not up to accurate height of 1.8 M and current ly its only up to 1.2 M.
ARJUN NISHIDA RESIDENCE SITE VISIT Stage : 1st floor slab shuttering 07 ON SITE CONDITIONS: 3. There occurs to be a buldge in the water body beam which then has to be chipped and corrected.
COMMERCIAL @ PAVANGADU Status: 1st floor slab shuttering 08
2. At the basement due to rain at the moment there appears to be some difficulty with subsequent leech pit works. Any building with more than 200 sqm needs a leech pit. Standard dimensions of STP depends upon occupency and load.
ON SITE CONDITIONS:
1. The commercial site at pavangadu have reached a stage of upper floor slab casting with beam shuttering.
ON SITE CONDITIONS: 1. During the coloumn casting, there appears to be an defect with the coloumns regarding the lintel dow els which was not provided result ing coloumn dowels being chipped out which would result in the over integrity of the coloumn. 2. Leech pit dimensions 3m x 2.5 m
09 HARILLILASPA+RESORTAYIRVEDIC Stage : Column Casting with beam shuttering
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CELEBRATIONS
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