W O R K S A M P L E S / Facade Harshad Shitole
Architect / Façade Engineer
harshad.shida@gmail.com / +33 611471527
KEY PROJECTS INVOLVED
Project Name – Waterfront Colombo Loca-on – Colombo, Srilanka Architect – Balmond studio, London Current stage – Under construcHon Project informa-on – Situated in a prime locaHon of Colombo, the scheme includes a 6 star hotel, apartment blocks, large retail centre, office buildings and car parks. It is a city within a city. The project is being constructed as per BriHsh standards. Responsibili-es – 1. Project manager. Started working on this project at tendering phase. 2. Responsible for detail design as per the Architect’s requirements and modifying the specificaHons. 3. Responsible for coordinaHng with Architect and other consultants about the issues related to facades. 4. Responsible for construcHon drawings and contractor calculaHon review. 5. CommunicaHng with the on site team.
WATERFRONT, COLOMBO, SRILANKA
Project Name – SOUHAM (mixed development) Loca-on – Lille, France Architect – de Alzua, Lille Current stage – Tender Project informa-on – Situated in a new city development, the scheme includes a hotel, apartment blocks, retail centre, office buildings, cafes and car parks. Responsibili-es – 1. Project manager. Started working on this project in Concept stage. 2. Responsible for concept design and detail design as per the Architect’s requirements. 3. Responsible for coordinaHng with Architect and other consultants about the issues related to facades. 4. Responsible for basic façade structural and thermal calculaHon.
SOUHAM, LILLE, FRANCE
Project Name – Adhiraj residences Loca-on – Mumbai, India Architect – Malik Architecture, Mumbai Current stage – Under construcHon Project informa-on – Situated in outskirts of Mumbai, the scheme includes apartment blocks and a large retail center. There are 20 buildings 160m tall. Responsibili-es – 1. Project manager. Started working on this project in concept stage. 2. Responsible for thermal calculaHons to determine the most suitable cladding material and composiHon in hot and humid climaHc condiHon. 3. Responsible for conceptual design of façade system as per the Architect’s requirements. 4. Responsible for coordinaHng with Architect and other consultants about the issues related to facades.
ADHIRAJ RESIDENCES, MUMBAI, INDIA
Project Name – Adhiraj office Loca-on – Mumbai, India Architect – Malik Architecture, Mumbai Current stage – on hold Project informa-on – Situated in outskirts of Mumbai, the office building will be 60m tall. Responsibili-es – 1. Project manager. Started working on this project in concept stage. 2. Responsible for conceptual design of façade system as per the Architect’s requirements. 3. Responsible for parametric daylight studies to determine the solar shading and the required % opening as per BREEAM requirement. 4. Responsible for material research for the façade system. 5. Responsible for coordinaHng with Architect and other consultants about the issues related to facades.
ADHIRAJ OFFICE, MUMBAI, INDIA
Project Name – B1A4 Loca-on – Paris, France Architect – Tania Concko Architecture, Amsterdam Current stage – on going / design development Project informa-on – Social housing and private housing development in the heart of Paris. The façade design deals with the noisy surroundings. Responsibili-es – 1. AssiHng the project manager to find out suitable BMU systems to reduce the façade costs. 2. AssisHng the project manager in conceptual design of façade system as per the Architect’s requirements. 3. Responsible for material research for the façade system.
B1A4, SOCIAL HOUSING, PARIS, FRANCE
Project Name – Pepiniere, Loca-on – Lille, France Architect – O Architecture, Lille Current stage – Design development Project informa-on – Situated in heart of Lille, this mid rise residenHal building has a stacked prefabricated boxed façade. Responsibili-es – 1. Project manager. Started working on this project in concept stage. 2. Responsible for concept design and detailed design as per the Architect’s requirements. 3. Responsible for coordinaHng with Architect and other consultants about the issues related to facades. 4. Responsible for basic structural and thermal studies related to façade.
PEPINIERE, LILLE, FRANCE
Project Name – Adjustable mould Loca-on – Amsterdam, Netherlands Current stage – Under development Project informa-on – An actuator driven glass/ concrete mould for non orthgonal façade elements. Responsibili-es – 1. Research Assistant. AssisHng in design and development of adjustable mold for double curved glass and concrete. Responsible for parametrically panelizing the complex geometry and extracHng required informaHon to run the actuator to adapt to the 3D geometry.
FREE-‐D_ADJUSTABLE MOULD FOR DOUBLE CURVED GLASS / CONCRETE PANELS
SKILLS : Detail design
2D/3D DETAIL DESIGN
2D/3D DETAIL DESIGN
TYPE A : West façade
BALMOND STUDIO LONDON OFFICE Unit 9, 190a New North Road, London N1 7BJ, UK Tel: +44 20 7043 0651 BALMOND STUDIO COLOMBO OFFICE Glennie Cottage, 78 Glennie Street Colombo-02, Sri Lanka Tel: +94 11 2304476 CONDITIONS OF USE: © Copyright Balmond Studio 2011. The author asserts the right to be identified as such. Documentation is to be used for the intended purpose only. Balmond Studio accepts no liability, however arising, for misuse of drawings and documents. Drawings must be read in conjunction with all relevant Contract Documentation including Preliminaries, Particular Conditions, General Conditions, Particular Specifications, General Specifications and Drawings. Any discrepancies between any drawings, specifications, documents, etc., should be reported to the Engineer in accordance with the Conditions of Contract. The Contractor remains fully responsible for setting out the works. Do not scale drawings. Use figured dimensions only. Dimensions must be checked by the Contractor on site.
ARCHITECTURAL REQUIREMENTS & TECHNICAL SUGGESTION: VERTICAL SECTION 4
ZOOM 01
ZOOM 03
1583
1583
Detail 01
Detail 02
615
1583
720
1583
720
1583
ZOOM 02
4750
4000
03
4000
4000
02
VS4
01
4000
4750
615
VERTICAL SECTION 3
720
VERTICAL SECTION 2
615
VERTICAL SECTION 1
Detail 03
4000
4000
4000
4000
300 or 600
ADÃO DA FONSECA
engenheiros consultores
PLAN
PLAN
PLAN
PLAN
GET
GESTÃO DE ENERGIA TÉRMICA, LDA.
4000
AZ76 Consultores de Investimentos e Engenharia, Lda
VS-A
3385
4000 3385
4000
3385
4000
Engenheiros Consultores de Alfredo Costa Pereira e Raul Vasconcelos Bessa
KEY PLAN
4000
4000
4000
ritaguedes
300 or 600
SCALE 1:50
6 4
5 2 3
1
IN
OUT
SCALE 1:50
SCALE 1:50
720
OUT
720
IN
720
OUT
4000
IN
4000
4000
KEY ELEVATION
NOTES
SCALE 1:50
ENGINEER'S DESIGN INTENT MUST BE DEVELOPED BY THE CONTRACTOR AS PRESCRIBED UNDER THE CONTRACT DOCUMENTS. FINAL DESIGN AND FABRICATION DRAWINGS MUST BE SUBMITTED TO THE ENGINEER FOR COMMENT AND APPROVAL PRIOR TO FABRICATION AND CONSTRUCTION. THE CONTRACTOR MUST CO-ORDINATE ALL MEP PENETRATIONS IN THE FACADE WITHIN THE FINAL FABRICATION DRAWING SET PRIOR TO INSTALLATION.
IN
OUT
IN
OUT
SCALE 1:20
Detail 01
Detail 02
300 or 551
IN
SCALE 1:20
OUT SCALE 1:20
Detail 03
Architectural requirement: Transom is aligned with interior floor finish
Architectural requirement: Transom is aligned with interior floor finish
Architectural requirement: Transom is aligned with interior floor finish
Concrete
Glass
Floor finishes
Steel
Isolation
Stainless S.
Concrete screed
Aluminum
Out of service work
Insulation
300 according to Architectural works
Wood Various
≤35
120
Acoustic insulation
100
85
≤35
Waterproofing membrane Joint on back joint
20 20
100 20 20
≤35
20 20
120
100
Steel reinforcement
Mechanical fixing Block Insert
170
C
04/12/2014
FOR CONSTRUCTION
PR/HS RJvS
B
26/06/2014
FOR INFORMATION
LR/AA FF/AR RJvS
A
03/05/2012
CONTRACT ISSUE
LR/AA RJvS
Rev
Date
Issue
Dwn Ckd
STATUS
720
600
300 130
249 99
720
720
Frit
FOR CONSTRUCTION PROJECT
150
WATERFRONT COLOMBO SRI LANKA DISCIPLINE
≤65
120
120
≤35
FACADE DRAWING TITLE
TYPE A DETAILS ADDITIONAL DOCUMENT
250 or 600 according to Architectural works
Date
Drawing No
Revision
F-1001
C
04/12/2014 Scale
IN
OUT
IN
OUT
IN
OUT
VARIOUS BS Job No
1090
Recessed fixing
Recessed fixing
SCALE 1:5
Flexible joint between panels
Steel sheet
SCALE 1:5
Flexible joint between panels
Recessed fixing
SCALE 1:5
Recessed fixing
CAD File Name
TYPE A.dwg c
Recessed fixing Architectural requirement: shadow-box
Added support Intermediate half transom
Architectural requirement: Opaque panel
Architectural requirement: shadow-box
www.balmondstudio.com Registered in England & Wales No. 7225351
2D/3D DETAIL DESIGN
BMU SYSTEM OPTIMIZATION
SKILLS : Parametric study / Visual comfort
DAYLIGHT STUDY
VISIBILITY STUDY
SKILLS : Parametric study / Structure
STRESS / DEFLECTION CALCULATION
STRESS / DEFLECTION CALCULATION
STRESS / DEFLECTION CALCULATION
SKILLS : Parametric study / Energy
ENERGY CALCULATION OBJECTIVE :
OUTCOME :
The purpose of this note is to give another tool to the architect, regarding the making of o er t er or te et s eets In this note, we look at the amount of energy o to t e e e e our e t e architect to link these results to the distributio o t e ere t t es o es
Following the genreal study already provided o t s e er stu e su est t e our e t e o er or tio or t e panels can be as follow, with a gemetry that is o ti e t stru tur e our
Type 1 : 60 % Type 2 : 65 % e : e : Type 5 : 80 %
: our e t e o e
r
o er e
u tio o e er
o
o t
HYPOTHESIS : - Gemoetry : Volumetry provided by the Architect o tio : u o re use : e r ss o er u tio t e : o r rr tio er o o ti e : u - Materials : e er rou : re e t e ter : s e ter r ss : re e t e u : et use Grid dimension : 1500 x 1950 mm, following e e so s
RESULTS : e resu ts e ee of values, as follow : - Dark blue : - Ice blue : - Yellow : - Orange : - Red :
ss e
to r
es
0 to 540 kWh/m² 540 to 795 kWh/m² 795 to 1230 kWh/m² 1230 to 1550 kWh/m² 1550 to 2000 kWh/m²
These ranges have been determined by the o str utio o t e resu ts or er to homogenize the amounvt of each panel (see e e o es
o
s o t e o tio o t ese t e es o t e u
VS-A
FP EMETTEUR
Adhiraj Headquarters Architecte : Malik Architectures
: str utio o e er
o e out
st
es
TITRE : Energy analysis calculation sous titre :
Map of energy directly shown onto the global volume
SOLAR RADIATION CALCULATION
: str utio o e er
o e
ort
uest
es
2012-054
APS
Calcul
RENDU
10/09/12
2/2
1
N° PROJET
PHASE
DOCUMENT
TYPE DOC
DATE
NUMERO DESSIN
INDICE
ENERGY NEED CALCULATION
ENERGY NEED CALCULATION
COMFORT TEMPERATURE CALCULATION
SHGC calculaHon over a day 0.6
0.5
0.4
1st April 0.3
1st July 1st September 1st December
0.2
0.1
0 0
1
2
3
4
5
6
7
8
9
10
11
12 Hours
SHGC CALCULATION
13
14
15
16
17
18
19
20
21
22
23
24
Op#on 1 _ SE Jan-‐15
Date
04:00:00 05:00:00 06:00:00 07:00:00 08:00:00 09:00:00 Time 10:00:00 AM 11:00:00 12:00:00 13:00:00 14:00:00 15:00:00 16:00:00 17:00:00 18:00:00 19:00:00 20:00:00
Feb-‐15
Mar-‐15
Apr-‐15
May-‐15
Jun-‐15
Jul-‐15
% Area in width of shadow % Area in width of shadow % Area in width of shadow % Area in width of shadow % Area in width of shadow % Area in width of shadow % Area in shadow (mm) shadow (mm) shadow (mm) shadow (mm) shadow (mm) shadow (mm) shadow NA NA NA NA 4,1 2,2 0,5 2,5 18,0 37,9 66,9 100,0 100,0 NA NA NA NA
NA NA NA NA 14,7 8,1 1,7 8,8 64,9 136,4 240,8 360,0 360,0 NA NA NA NA
NA NA NA 7,2 4,7 2,6 0,7 2,4 19,9 43,2 80,0 100,0 100,0 NA NA NA NA
NA NA NA 25,9 16,9 9,5 2,5 8,6 71,6 155,4 288,0 360,0 360,0 NA NA NA NA
NA NA NA 9,4 6,1 3,6 1,4 1,0 18,8 45,9 92,9 100,0 100,0 100,0 NA NA NA
NA NA NA 33,8 22,1 13,0 5,0 3,4 67,5 165,2 334,4 360,0 360,0 360,0 NA NA NA
NA NA 24,3 13,8 8,7 5,4 2,6 7,3 15,4 48,0 100,0 100,0 100,0 100,0 100,0 NA NA
PV EFFICIENCY CALCULATION
NA NA 87,4 49,5 31,3 19,3 9,4 26,3 55,6 173,0 360,0 360,0 360,0 360,0 360,0 NA NA
NA 100,0 42,7 19,5 11,6 7,2 3,8 0,7 13,5 54,0 100,0 100,0 100,0 100,0 100,0 100,0 NA
NA 360,0 153,8 70,3 41,9 25,9 13,9 2,7 48,5 194,3 360,0 360,0 360,0 360,0 360,0 360,0 NA
NA 100,0 58,3 22,9 13,2 8,1 4,4 0,9 15,5 65,4 100,0 100,0 100,0 100,0 100,0 100,0 NA
NA 360,0 209,8 82,6 47,5 29,0 15,7 3,4 55,8 235,4 360,0 360,0 360,0 360,0 360,0 360,0 NA
NA 100,0 44,8 20,1 11,9 7,3 3,8 0,5 18,7 68,7 100,0 100,0 100,0 100,0 100,0 100,0 NA
Aug-‐15 width of width of % Area in shado shadow shadow w (mm) (mm) NA 360,0 161,2 72,5 42,9 26,2 13,6 1,7 67,4 247,3 360,0 360,0 360,0 360,0 360,0 360,0 NA
NA 100,0 28,6 15,4 9,5 5,8 2,9 7,5 17,7 56,2 100,0 100,0 100,0 100,0 100,0 100,0 NA
NA 360,0 102,9 55,3 34,3 21,0 10,4 27,2 63,7 202,3 360,0 360,0 360,0 360,0 360,0 360,0 NA
Sep-‐15
Oct-‐15
Nov-‐15
Dec-‐15
% Area in shadow
width of shadow (mm)
% Area in shadow
width of shadow (mm)
% Area in shadow
width of shadow (mm)
% Area in shadow
width of shadow (mm)
NA NA 19,8 11,9 7,7 4,7 2,3 6,6 13,7 41,1 88,7 100,0 100,0 100,0 100,0 NA NA
NA NA 71,4 42,9 27,7 17,1 8,2 23,7 49,3 148,1 319,3 360,0 360,0 360,0 360,0 NA NA
NA NA NA 9,6 6,4 3,9 1,8 6,0 10,9 32,2 63,8 100,0 100,0 100,0 NA NA NA
NA NA NA 34,5 22,9 14,2 6,7 21,5 39,3 115,8 229,7 360,0 360,0 360,0 NA NA NA
NA NA NA NA 5,2 3,2 1,3 3,9 11,1 29,5 97,9 100,0 100,0 NA NA NA NA
NA NA NA NA 18,7 11,4 4,8 13,9 40,1 106,1 352,5 360,0 360,0 NA NA NA NA
NA NA NA NA NA 2,5 0,8 0,6 14,0 31,9 56,8 97,9 100,0 NA NA NA NA
NA NA NA NA NA 9,1 3,0 2,2 50,2 114,8 204,6 352,6 360,0 NA NA NA NA
SKILLS : Faรงade diagnostics
STEADY STATE HEAT TRANSFER CALCULATIONS
STEADY STATE HEAT TRANSFER CALCULATIONS
STEADY STATE HEAT TRANSFER CALCULATIONS