the ventilated facade system using porcelain tile

Transcription

THE VENTILATED FACADE SYSTEM USING PORCELAIN TILE CLADDING
Ignacio Vidal Traver
[email protected]
PORCELANOSA is a registered Provider with The American Institute of Architects Continuing
Education Systems. Credit earned on completion of this program will be reported to CES
Records for AIA members. Certificates of Completion for non-AIA members area available
on request.
This program is registered with the AIA/CES for continuing professional education. As such, it
does not include content that may be deemed or construed to be an approval or endorsement by the AIA of any material of construction or any method or manner of handling, using,
distributing, or dealing in any material or product. Questions related to specific materials,
methods, and services will be addressed at the conclusion of this presentation.
Copyright Materials:
This presentation is protected by US and International Copyright Laws.
Reproduction, distribution, display and use of the presentation without written permission of the
speaker is prohibited.
© PORCELANOSA USA 2014
PORCELANOSA GROUP
PORCELANOSA Grupo was funded in 1973 as leading
company in floor and wall ceramic finishes market
Nowadays, PORCELANOSA Grupo is the reference in the
market, both natonally and intenationally, and is operating acccording to solid principles and values
Our diversification of products has been the fundamental. The eight companies of the Group currently offer a
extensive range of products and systems ranging from the
overall fitting of kitchens and bathrooms to the most innovative construction solutions for nowadays architecture
challenges
With more than 40 years of history, PORCELANOSA Grupo
has currently presence in more than 100 countries around
the globe
AIA/CES LEARNING OBJECTIVES
• How the VFS is assembled
• VFS as a sustainable cladding system
• The use of porcelain tile on VFS
• Current USA certifications and tests
• Examples & Posibilities
New Ambroise Pare Hospital
Marseille, France, 2006
DEFINITION AND DESCRIPTION
A ventilated facade is a cladding system with an
air cushion or cavity inmediately behind which provides
with a drainage, ventilation and thermal solution.
It is usually an external cladding system mechanically
fastened or bonded to a framework behind fixed to the
external wall of a new or existing building.
This external wall may be built either of masonry (brick or
cmu), concrete, or studwork (metal or timber) and a layer
of thermal insulation is conveniently either between studs
or laid on the outter side of the substrate wall.
The cladding elements are fixed to the substrate wall by
means of a lightweight substructure which can be made
of different materials, being metal a preferred choice.
The ventilation is produced by openings located at the top
and bottom of the cladding or by the open joint pattern
created by the elements of the cladding. This is called:
The Chimney Effect.
This ventilation allows for an exchange of air between the
outside and the cavity behind the cladding panels, providing the solution for venting any moisture away from the
facade, improving the thermal conditions inside the building and installing the insulation on the outside so to avoid
thermal bridging.
Vila-real Court House
Castellón, Spain, 2008
THE ASSEMBLY ON STUD WALLS
How is the VFS put together?
•
•
•
•
•
omega horizontal profile
L-bracket spacer
T-shaped & L-shaped vertical profiles
fixing clip
cladding
STANDARD DETAILS / STUD WALL
vertical section
horizontal section
THE ASSEMBLY ON SOLID WALLS
How is the VFS put together?
•
•
•
•
L-bracket spacer
T-shaped & L-shaped vertical profile
fixing clip
cladding
STANDARD DETAILS / SOLID WALL
vertical section
horizontal section
ANCHORAGE TO SUBSTRATE WALL
01. Reinforced Concrete
02. Blockwork (cmu)
03. Brickwork
04. Metal or Timber Stud
FASTENING THE PORCELAIN TILE
central (4 points)
staggered (3 points)
lateral (2 points)
top & bottom (2 points)
FASTENING THE PORCELAIN TILE
kerf saw cut: 1/16” wide & 1/2” deep
48 x 8
48 x 24
36 x 8
48
x
8
48 x 24
36
x
8
24 x 24
32 x 16
26 x 17
32 x 16
26 x 17
24 x 12
24 x 12
SECURING THE PORCELAIN TILE
kerf saw cuts & P404 polyutherane mastic
SECURING THE PORCELAIN TILE
fiberglass mesh
MACHINING THE PORCELAIN TILE FOR CLADDING
machining kerfs & laying of mesh
Tool for machining kerf saw cuts onsite
Tests Protocols for High Velocity Hurricone Zone:
Protocol TAS202-94.
Criteria for Testing Impact and Non Impact Resistant Building Envelope Components Using Uniform Static Air Pressure Loading
Protocol TAS203-94.
Criteria for Testing Products Subject to Cyclic Wind Pressure Loading
Fiberglass mesh laid on factory
Kerf saw cuts made in factory
AVOIDING THERMAL BRIDGING
plastic gaskets
ALIGNMENT OF JOINTS AND FLATNESS OF THE CLADDING
self leveling & alignment crosses
ALIGNMENT OF JOINTS AND FLATNESS OF THE CLADDING
self leveling & alignment crosses
Indigo Hotel
Newark, New Jersey, USA, 2013
VISUAL MAP OF ALL COMPONENTS
L-profile
T-profile
Omega
profile
Fixing Clips
Primary
L-bracket
Secondary
L-bracket
Brick Wall Anchor
P404
Polyurethane
Metal Stud Anchor
Fixing Clip Screw
Profile-Bracket screw
Mechanical Anchor
Chemical
Anchorage
ENGINEERED TO PERFORM
VFS is engineered for 3 performance conditions:
1) Self-supporting system (6 lbs/sqft)
2) Resistance to wind load (213 mph)
3) Allow for thermal expansion movement
(ready for extreme conditions)
Sol Principe Hotel
Malaga, Spain, 2007
BUILT REFERENCES
FIDMA Trade Fair Building
Gijón, Spain, 2007
CURRENT CERTIFICATIONS & TESTING IN USA
ESR-3343
Tests Protocols for High Velocity Hurricone Zone:
Protocol TAS202-94.
Criteria for Testing Impact and Non Impact Resistant Building Envelope Components Using Uniform Static Air Pressure Loading
Protocol TAS203-94.
Criteria for Testing Products Subject to Cyclic Wind Pressure Loading
- ASTM C1026 (freeze-thaw cycling)
- ASTM C880 (flexural strength)
- ASTM C1354 (anchorage strength)
- ASTM E330 (transverse wind load)
- ASTM E136 (noncombustibility)
- ASTM E84 No 2 / 10-4775
530/11
UK
SPAIN
(tile surface burning)
No 2 / 10-1436
FRANCE
HUNGARY
WHAT CAN WE DO WITH THE VFS
Hermes Parfums Headquarters
La Vaudreuil, France, 2011
•
•
•
•
•
•
•
•
format
orientation
pattern
joint
color
finish
tile design
... combination of ...
LAYOUT POSSIBILITIES ...
48x24inch // landscape // in-line pattern
max
30”
48x24inch // landscape // vertical joint staggered
max
30”
48x24inch // landscape // horizontal joint staggered
max
30”
48x24inch // portrait // in-line pattern
max
30”
48x24inch // portrait // vertical joint staggered
max
30”
48x24inch // portrait // horizontal joint staggered
max
30”
24x24inch // in-line pattern
max
30”
24x24inch // vertical joint staggered
max
30”
24x24inch // horizontal joint staggered
max
30”
max
30”
max
30”
max
30”
max
30”
max
30”
max
30”
max
30”
max
30”
max
30”
max
30”
max
30”
max
30”
max
30”
max
30”
max
30”
max
30”
max
30”
max
30”
max
30”
max
30”
max
30”
max
30”
BUILT REFERENCES
Rehabilitation Heathcare Center
Crevillente, Spain, 2013
PERFORMANCE AGAINST THE ELEMENTS
sun // rain // wind
durability // serviceability // comfort of the building
EVOLUTION OF WALL DESIGN
single-element protection:
single-element protection:
multiple-element protection:
multiple-element protection:
• porous material
• wall relies on mass to absorb an
realease moisture
• any cracks will drive water in
• traditionally these walls = acceptable performance because of protection to them,
overhangs, eaves, cornices,
drips on window sills
• evolution thinner walls = loss
of mass and thickness = water
penetration
• for certain milder service environments still can work without
affecting the fabric, the inhabitats ...
• require exterior wall to be impermeable to water and air
• walls insutated in interior
• external face exposed to
extreme temp. changes and
solar radiation cause stresses
on joints = durability of joints =
walls loose their water and air
tightness
• ongoing maintenance required
• relatively low initial cost = still
being used
• preferred aproach
• walls have more than one
element to control rain penetration
• air space/drainage plane/ wateresistant layer/joint & juntion
details
• cavity wall evolution because
of becoming thinner
• explain the image
• lightweight cladding
• permeable cladding
• installed exterior of solid
load-bearing brick wall
• with a drained and vented
cavity
• AIM: to reduce the moisture
load and to remove the moisture coming from the interior
• when properly detailed prevents:
- raindrop kinetic energy
- gravity
- surface tension
- capillarity
- -> oops air pressure difference!
solid masonry wall
face-sealed wall
cavity wall
rainscreen/ventilated facade
BUILT REFERENCES
Medical Mix Offices
Barcelona, Spain, 2010
RAINWATER PERFORMANCE
cladding
outter w.
insulation
inner wall
exterior
cladding
interior
cavity
insulation
exterior
single element protection
non ventilated/ non rainscreen solution
interior
multiple element protection
ventilated / rainscreen solution
• wall relies on mass to absorb an realease moisture
• first line of defence
• rainwater penetration by joints / surface / capillarity of
material
• penetration of moisture by:
• second line of defence
- porous materials by evaporation
- impermeable materials by joints
inner wall
- external cladding repels water penetration
- minimise rainwater passage through the cladding)
- intercept / dissipate / drain water
- flashed, drained and vented air cavity +
water-resistant membrane
• degrading of materials & premature aging
• result: dry interior & internal comfort
• cleaning and maintenance required
• no maintenance required
RAIN WATER PERFORMANCE // RAINSCREEN PRINCIPLES
3 rainscreen principles:
• first line of defence
- reduce moisture load on cladding
- minimise rainwater passage into the wall
cladding
insulation
inner wall
100%
0.4%
• second line of defence
- intercept water
- flashed, drained, vented air cavity + water-resistant
membrane
• air barrier system
- reduces the static air-pressure difference across the
cladding
cavity
0.1%
83,5%
16%
exterior
interior
vertical & horizontal joints open
3 condition for water to penetrate:
• presence of water
• openings in the assembly
• forces that moves water inwards
cladding
cavity
insulation
inner wall
100%
5 forces must a rainscreen address:
•
•
•
•
•
0.3%
raindrop kinetic energy
gravity
surface tension
capillarity
air pressure difference
0.1%
95,5%
5%
exterior
interior
only horizontal joints open
RAIN WATER PERFORMANCE // RAINSCREEN KEY PRINCIPLE
cladding
cavity
insulation
inner wall
How to address air pressure equalization?
• adding holes (joints)
Pe
• design size & distribution of joints / holes (3/16” min)
cavity
compartments
• provide an air-space (cavity of 2” - 6/16” min)
• divide the air space into compartments
Pi
Pc
exterior
air tightness
barrier
interior
air pressure equalization addressed
Pe = Pc > Pi
• incorporate an air barrier system in the back up wall
As a result:
cladding
cavity
insulation
inner wall
• “air cushion” againts rainwater passage
• allows air passage & very little water through joints
Pe
Pc
Pi
air
lickage
exterior
interior
exterior
interior
air pressure equalization not addressed
Pe > Pc > Pi
BUILT REFERENCES
Housing Tower Block
Paris, France, 2010
THERMAL PERFORMANCE
cladding
outter w.
insulation
inner wall
exterior
cladding
interior
single element protection
non ventilated/ non rainscreen solution
cavity
insulation
inner wall
exterior
interior
multiple element protection
• heating of components
• thermal stability of external wall
• heat transmission to the internal wall
• Heat protection to the back wall
• lack of comfort
• increased comfort and efficiency
• aging of components
• durability of components
THERMAL PERFORMANCE // CHIMNEY EFFECT
Summer:
• 80% heating flux reduction from sun radiation
• performance equivalent to a facade protected by
shadows
Winter:
• ventilation of any moisture that comes from the inside
• 3 - 36% energy savings*
* national institute of standards and technology
“investigation of the impact of commercial building envelope air
tightness on HVAC energy use”
THERMAL PERFORMANCE // HEAT MANAGEMENT
cladding
cavity
insulation
inner wall
• summer/winter efficient heat management
• continuous insulation runs on the outside of wall
• maximising energy efficiency
• no thermal bridging
• less heat loss = energy saving
exterior
interior
summertime temperature
• external insulation = downsizing of HVAC system
• optimise thermal inertia of building
exterior
interior
wintertime temperature
BUILT REFERENCES
Hotel de la CUB
Bordeaux, France, 2012
CAVITY DESIGN // STUD WALL
no building tolerances
no external insulation
ventilated facade yes
rainscreen principle yes
min cavity width ventilated facade 1”- 3/16”
+
building tolerances yes
// min cavity width rainscreen principle 2”- 6/16”
+
no rainscreen principle
++
external insulation yes
2” - 12/16”
(70 mm)
94mm
3” - 11/16”
2” - 12/16”
(70 mm)
sec
detail
sec
detail
sec
detail
sec
detail
plan
detail
plan
detail
plan
detail
plan
detail
01
114mm
4” - 8/16”
02
114mm
4” - 8/16”
03
144mm
5” - 11/16”
04
CAVITY DESIGN // SOLID WALL
no building tolerances
min cavity width ventilated facade 1”- 3/16”
+
// min cavity width rainscreen principle 2”- 6/16”
+
no rainscreen principle
++
external insulation yes
2” - 12/16”
(70 mm)
74mm
2” - 15/16”
2” - 12/16”
(70 mm)
sec
detail
sec
detail
sec
detail
sec
detail
plan
detail
plan
detail
plan
detail
plan
detail
01
94mm
3” - 11/16”
02
114mm
4” - 8/16”
03
144mm
5” - 11/16”
04
BUILT REFERENCES
Edival Office Building
Valencia, Spain, 2011
DATA FROM THE USA ENERGY INFORMATION ADMINISTRATION
66% of all electricity generated USA power plants go to
supply the building sector.
And buildings responsible of 48% of all greenhouse CO2
gas emissions annually.
The biggest factor driving design these days is:
REDUCTION OF ENERGY CONSUMPTION
NEW GOVERNMENT CONSTRUCTION MANDATES
The Government established requirements for new Federal Buildings to achieve a level of energy efficiency 30% o
greater by 2015
Federal Government new construction and major renovations must comply with the Memorandum of Sustainable
Buildings
Qualify for LEED Innovation Energy Savings
VFS with continous insulation meets ASHAREA 90.1 Energy
Efficinet Design for Buildings
Castellón, Spain, 2008
BUILT REFERENCES
Clarion Apartment Block
Madrid, Spain, 2009
ENERGY ASSESSMENT CASE STUDY CHSPAR BUILDING 26, HOUSTON, TX
Object: -----------------------------------------------------------------------
1) energy consumption study without VFS
Energy Assessment
energy cost of the building
$33,348 per year
Case Study: -----------------------------------------------------------------NASA Center for Human Space
Flight Performance & Research Building
CHSPAR Building 26
Study conducted by: --------------------------------------------------NASA &
S&L Ventilated Facade
7620 Washington Avenue
Houston, TX 7707
Team: ------------------------------------------------------------------------Carl Schiro - Chairman
Barry Tucker - Project Manager
Installation of VFS: -------------------------------------------------------S&L Ventilated Facades
2) energy consumption study with VFS
energy cost of the building
$11,471 per year
Economic savings = $21,475 per year
Energy saving = 268 KWh per year
ENERGY ASSESSMENT CASE STUDY CHSPAR BUILDING 26, HOUSTON, TX
Object: ----------------------------------------------------------------------Energy Assessment
Case Study: -----------------------------------------------------------------NASA Center for Human Space
Flight Performance & Research Building
CHSPAR Building 26
Over 20 year period:
Economic savings = $201,184,00
Energy saving = 5,360 KWh
CONCLUSION:
PORCELAIN TILE VFS OFFERED 64% SAVING OF THE ENERGY / YEAR
Study conducted by: --------------------------------------------------NASA &
S&L Ventilated Facade
7620 Washington Avenue
Houston, TX 7707
Team: ------------------------------------------------------------------------Carl Schiro - Chairman
Barry Tucker - Project Manager
Installation of VFS: -------------------------------------------------------S&L Ventilated Facades
BUILT REFERENCES
Social Housing Building
SUSTAINABILITY ADVANTAGES OF VFS
• reduced thermal transmision due to chimeney effect
cladding
cavity
insulation
inner wall
• exterior insulation = no thermal bridges = no heat loss
• use of thermal inertia of building
as a result:
• down sizing of HVAC = energy saving
• reduced heat flow inside the building by 80%
• greater comfort/wellbeing inside the building
• reduction CO2 emissions by improved e. performance
exterior
interior
summertime heat transfer
• porcelain tile 100% recyclable natural product
• porcelain tile do not emit volatile organic compounds
cladding
cavity
insulation
cladding
inner wall
exterior
interior
efficient use of thermal inertia
cavity
insulation
inner wall
exterior
interior
wintertime heat transfer
BUILT REFERENCES
Pullman AB Skipper Hotel
Barcelona, Spain, 2009
OTHER ADVANTAGES OF VFS
• rainscreen principles protection to heavy moistureload
cladding
cavity
insulation
inner wall
• insulation reduces risk of condensation
• reduction of noise by 10-20% (buffer)
• increased / high durability
• lightweight (6lb/sqft vs 20lb/sqft)
• easy to install, repair & no maintenance
• enviromentally friendly material
• wide range of options (formats, finishes, textures, etc)
exterior
• average 35% energy saving (NASA Report)
cladding
cavity
insulation
inner wall
exterior
cladding
interior
sound insulation
interior
rainscreen protection
cavity
insulation
inner wall
exterior
interior
moisture & water-steam protection
BUILT REFERENCES
Corvines University
Budapest, Hungary, 2007
ADVANTAGES OF USING PORCELAIN TILE
physical properties:
•
•
•
•
•
•
•
•
compact
no water absorption, impermeable: no efflorescences
flexi resistant
low thermal coefficient - refractory
resistant to freeze-thaw cycles
themal shock resistant
crack resistant
scratching and abrasion resistant
chemical properties:
•
•
•
•
resistant to chemical corrosion (acid/alkaline)
resistant to stains
resistant to graffiti (anti-graffiti)
resistant to cleaners and pollution
green material:
• natural product - no volatile compounds
• 100% recyclable
aesthetics:
• wide range of formats, colors, finishes, textures
practicability:
• easy replacement of tile & identical finish
• no maintenance
HLM Social Housing
BUILT REFERENCES
Leisure Centre Puerto Azahar
Castellon, Spain, 2009
ADVANTAGES VERSUS NON-VENTILATED SOLUTIONS
closed joint method of installation:
• no air flow building wet
• moisture penetration through joints
• chemical reaction of grouts & water = stains (caulking)
• mechanical stress
Flower Box Building
Bonded Facade completed 2002
Wilkinson Building
VFS Facade completed 2002
open joint method of installation:
• ventilation keeps the building dry
• no grouts no sealants no reactions
• no mechanical stress between tiles
• evaporation of moisture from inside
Nursing Home Building
Amboise, France, 2008
heavy > 15 lb/sqft
concrete
natural stone ...
semi-heavy 6 - 15 lb/sqft
stone
concrete
ceramic
brick ...
lightweight < 6 lb/sqft
porcelain tile
plastic
wood
fibercement
glass
composites,
laminates
ect ...
Residential Building
Elche, Spain
BUILT REFERENCES RECORD
HÔSPITAL AMBROISE PARE......................... FRANCE
DFA FOUNDATION......................................... SPAIN
LE PATIO MARSEILLE.................................. FRANCE
OFFICE BUILDING GOCERTRANS..................... SPAIN
UPTOWN PALACE.............................................ITALY
TAX & REVENUE ADMINISTRATION BUILDING.SPAIN
NATIONAL SECURITY BUILDING..................... SPAIN
HOUSING ON 81-96 ULISES STREET................ SPAIN
QUATRE CARRERES........................................ SPAIN
ELT............................................................. ANGOLA
COMPONENT WAREHOUSE........................... SPAIN
OFFICE BUILDING ARGENTUM....................... SPAIN
HOSPITAL DE IBIZA........................................ SPAIN
BERSHKA TURKEY FLAGSHIP STORE............ TURKEY
SOCIO-CULTURUAL CENTER........................... SPAIN
ARQUITECTO RATTI........................................ SPAIN
D’OPTIQUE D’AQUITAINE INSTITUTE........... FRANCE
DAY CENTER................................................. SPAIN
BUSINESS CENTER......................................... SPAIN
REFURBISHMENT SINGLE FAMILY HOUSE....... SPAIN
MUSSONVILLE............................................ FRANCE
SOL COSTABLANCA HOTEL............................ SPAIN
TORRE MMG........................................... PANAMA
MULTIFUNCTIONAL BUILDING EMUSVI.......... SPAIN
SOCIAL CENTER.............................................. SPAIN
LA LLORAL.................................................... SPAIN
LA PEREDA................................................... SPAIN
WINSTON CHURCHILL - LA ROSERAIE..........FRANCE
MOULINS DE LHUISNE................................ FRANCE
LA CUB...................................................... FRANCE
TANATORIO CASTELLON................................ SPAIN
COMUNE DI PEGOGNAGA............................... ITALY
LA NEF........................................................ FRANCE
24 SEMI-DETACHED HOUSES......................... SPAIN
BS CAPITULACIONES HOTEL........................... SPAIN
OFFICE BUILDING PARC BIT PARCELA 9C......... SPAIN
TOUR LRA ANGOLA.................................... ANGOLA
PAU COSTA ARENYS DE MAR......................... SPAIN
MARINEDA PLAZA HOTEL.............................. SPAIN
LECO-CITÉ PERISCOLAIRE............................FRANCE
STUDENT RESIDENCE MENDEL....................... SPAIN
POBLA DE VALLBONA................................... SPAIN
FASADE ESPEHAUGEN............................... NORWAY
CASA DEL MAR BUILDING REFURB................. SPAIN
HERMES HEADQUARTERS........................... FRANCE
FIREHOUSE................................................... SPAIN
KIEV ELENA OFFICINA .............................. UKRAINE
VOGHERA....................................................... ITALY
RENOVATION BOUT DE LANDES.................. FRANCE
SIENA.............................................................ITALY
ECOLE MATERNELLE LE PETIT PRINCE..........FRANCE
POLICLINICO MAPFRE MALAGA......................SPAIN
BANCO BAI EM HEADQUARTERS.......... CAPE VERDE
RUE CHIAPPE............................................. FRANCE
EDIFICIO 25 VIVIENDAS PROCANVAL ............. SPAIN
SAN JOSE SHOWROOM......................................USA
NURSING HOME............................................ SPAIN
HOUSING BLOCK RONDA SUR....................... SPAIN
POLICE HEADQUARTERS................................ SPAIN
TRAIN STATION GOYA ZARAGOZA...................SPAIN
87 DWELLING BLOCK..................................... SPAIN
PONTE DELLA PIETRA......................................ITALY
OFFICE BUILDING........................................... SPAIN
AVD TIBIDABO 15...........................................SPAIN
56 DWELLING BLOCK LA FONT....................... SPAIN
DAY CENTER CERVO...................................... SPAIN
SCHOOL EMD MARSEILLA...........................FRANCE
CASTELLON AIRPORT......................................SPAIN
LEADWAY OFFICE COMPLEX........................NIGERIA
HEALTH CENTER............................................ SPAIN
OFFICE BUILDING........................................... SPAIN
JUAN DE LA COSA HOUSING REFURBISHMENT.SPAIN
ILLA BAYER EDIF. D......................................... SPAIN
HOSPITAL RAFAEL MENDEZ REFURB.............. SPAIN
TOWN HALL OROPESA................................... SPAIN
SOCIAL CENTER...............................................SPAIN
TORRE PACHECO TOWN HALL........................ SPAIN
LA RENAISSANCE....................................... FRANCE
17 SEMI-DETACHED HOUSING PROJECT......... SPAIN
3M HEADQUARTERS.......................................SPAIN
GERIATRIC BUILDING..................................... SPAIN
POLICE HEADQUARTERS............................... SPAIN
AMENCER...................................................... SPAIN
NURSERY SCHOOL ROMA 18............................ ITALY
HOTEL CANGILI NOU 22................................. SPAIN
TOUR ELYSÉE............................................ ANGOLA
270 HIGH WAY CHATSWOOD..................AUSTRALIA
ECOLE LE PLESSIS TREVIS..............................FRANCE
SORTIS...................................................... PANAMA
ERMENGOL SERRA..................................ANDORRA
FITONOVO..................................................... SPAIN
MAISON SARL LAMO...................................FRANCE
COURT HOUSE............................................... SPAIN
WOODLANDS PROJECT...................................... UK
PARQUE GOYA............................................... SPAIN
BERSHKA PRECIADOS FLAGSHIP STORE...........SPAIN
HOTEL CLARIDGE........................................... SPAIN
POLICE HEADQUARTERS............................... SPAIN
NODOTEC...................................................... SPAIN
LE PRAIRIAL................................................ FRANCE
MAS GUINARDO........................................... SPAIN
OFICINAS ENINTER........................................ SPAIN
WAL MART SUPERCENTER MALL................. MEXICO
RAISAN......................................................... SPAIN
OFICINAS RECICLARTE.................................... SPAIN
TOTAL AREA OF VENTILATED FACADE SYSTEM
PROGETTI HOMBRE....................................... SPAIN
FRANCHY ROCA............................................ SPAIN
DESSIO VIPOBRA........................................... SPAIN
COMPLETED USING PORCELAIN TILE:
SHOWROOM POLINOY................................. ISRAEL
HOUSING BLOCK........................................ FRANCE
SISTEMATRE.................................................. SPAIN
.........2,479,900
REFERENCES UNDER CONSTRUCTION
Indigo Hotel
Newark, New Jersey, USA,2013
Northeastern Illinois
University
Chicago, Illinois, USA, 2013
O2 Maisonettes
Toronto, Canada, 2014
USA RECORD
61 Street Manhattan
New York, NY, USA, 2014
DOING
•
•
•
•
•
•
•
•
•
•
Indigo Hotel, Newark, NJ
Northeastern Illinois University, Chicago, IL
O2 Maisonettes, Toronto, Canada
301 East 61 Street, New York, NY
Beach House, Longport, NJ
Tahanto Middle School, Boylston, MA
Criterion, Santa Monica, CA
Hytorc Office Building, Ramsey, NJ
Marriot Courtyard Hotel, New York, NY
Max Sulla Office Building, NJ
DONE
•
•
•
•
•
Single Family House, Los Angeles, CA
Wilkinson Building, Temple, AZ
Showroom Philladelphia
Showroom San Jose
Showroom Paramus
BUILT REFERENCES
Single Family House
Los Angeles, California, USA, 2013
BUILT REFERENCES
Wilkinson Building
Temple, AZ, USA, 2002
BUILT REFERENCES
Showroom Paramus
Paramus, NJ, USA, 2010
BUILT REFERENCES
Mendel Student Residence
Madrid, Spain, 2011
BUILT REFERENCES
Emeraude Housing Tower
Le Mans, France, 2007
BUILT REFERENCES
National Social Security Building
Torrente, Spain, 2010
BUILT REFERENCES
Hermes Parfums Headquarters
La Vaudreuil, France, 2011
BUILT REFERENCES
Wilkinson Building
Tempe, Arizona, USA, 2002
BUILT REFERENCES
Social Housing Building
BUILT REFERENCES
Hotel Tryp Oceanic
BUILT REFERENCES
Hotel Tryp Oceanic
BUILT REFERENCES
Monte Real Termas Hotel Spa
Leiria, Portugal, 2008
BUILT REFERENCES
Hotel Tryp Oceanic
BUILT REFERENCES
French Institute of Housing Building Block
Tours, France, 2012
BUILT REFERENCES
Touristic Iniciatives Centre
Murcia, Spain, 2008
BUILT REFERENCES
Rio Grande Hotel
Huelva, Spain, 2006
BUILT REFERENCES
Vila-real, Spain, 2010
BUILT REFERENCES
Nursing Home Building
Amboise, France, 2008
THANK YOU FOR YOUR ATTENTION.
Ignacio Vidal Traver
[email protected]
HOW CAN WE HELP YOU
What We Need to Start:
Your Tile Selection
Format / Pattern / visible or non-visible fixing / Joint size / Tile
Your Facade Design
Scope of Application of VFS
Type of Substrate Wall
Thickness Insulation
CAD files
Location
HOW CAN WE HELP YOU
E
D
C
What We Can Provide:
what we need from you:
+23'-0" [7010.40]
[151.3
9]
1
A/3
2"
1'-10
B
1
15
DWG 271
A
A
516"
DWG 271
B
.12]
[571
1
A/3
2"
1'-10
A
.12]
[571
1
A/3
2"
1'-10
15
516"
.12]
[571
3
616" [157.20]
68" [174.42]
7
3'-1116"
68" [174.42]
[1139.60]
[1205.00]
your choice
7
7
3'-1116" [1205.00]
7
3'-1116"
9]
7
3'-1116" [1205.00]
7
3'-88"
[151.3
7
3'-88" [1139.60]
[1205.00]
+16'-0" [4876.80]
Technical Assistance
7
+10'-0" [3048.10]
Substructure Calculations & Dimensioning
DWG 571
A
1
3
2'-116" [638.98]
3
Scope of application of VFS
Tile amounts & Wastage
3
2'-116" [638.98]
Type of substrate wall
DWG 571
B
2'-116" [638.98]
Thickness insulation
3
1'-1116" [589.50]
13
1'-1116" [605.00]
13
1'-1116" [605.00]
13
1'-1116" [605.00]
9
1'-1116" [598.20]
11
11
1'-916" [550.87]
1'-916" [550.81]
11
1'-916" [550.81]
11
1'-916" [550.81]
11
1'-916" [550.81]
11
1'-916" [550.81]
11
1'-916" [550.81]
1
1'-02" [318.11]
13
1'-1116" [605.00]
13
1'-1116" [605.00]
13
1'-1116" [605.00]
13
1'-1116" [605.00]
13
1'-1116" [605.00]
13
1'-1116" [605.00]
13
1'-1116" [605.00]
13
1'-1116" [605.51]
7
1'-118" [606.02]
7
1'-118" [606.02]
7
1'-118" [606.02]
7
1'-118" [606.02]
7
1'-118" [606.02]
7
1'-118" [606.02]
7
1'-118" [606.02]
7
1'-118" [606.02]
7
1'-118" [606.02]
7
48" [123.67]
3
SAME AXIS AS NORTH ELEVATION
13
3
Tile Layout Options
Your facade design
2'-116" [638.98] 1'-116" [350.41]
48" [111.31]
WEST ELEVATION - ROOF PLAN - SUBSTRUCTURE LAYOUT
72" [191.28]
3
616" [157.20]
format / pattern / visible/non-visible fixing / joint size / tile selection
CAD files
WEST ELEVATION - SUBSTRUCTURE LAYOUT
7
Standard Construction Details
1'-118" [606.02]
7
1'-118" [606.02]
7
1'-118" [606.02]
7
1'-118" [606.02]
7
1'-118" [606.02]
7
1'-118" [606.02]
+0'-0" [00.00]
1
1'-114" [590.13]
WEST ELEVATION - WALL SECTION A
Cost Estimates
Location
Installation and Project Scheduling
+23'-0" [7010.40]
DWG 521
A
IONS NORTH & WEST
DWG 521
DWG 522
B
A
REVEAL Nº2
E
REVEAL Nº1
E
On-site Management
DWG 522
B
WEST ELEVATION PLAN - FLOOR SLAB
+16'-0" [4876.80]
WEST ELEVATION - ROOF PLAN - TILE LAYOUT
+10'-0" [3048.10]
DWG 572
A
+0'-0" [00.00]
WORK START POINT
E
DIVIDE IN EQUAL PARTS
WORK START POINT
D
INCREASE JOINT TO FIT 17 WHOLE PICECES
C
B
A
WEST ELEVATION - TILE LAYOUT
1
WEST ELEVATION - WALL SECTION B
important note
14/02/21
IV/JC
shop drawings review
UNDER NO CIRCUMSTANCES SHOULD DIMENSIONS BE SCALED FROM THIS DRAWINGS. "IF IN DOUBT ASK".
COPYRIGHT AND DISTRIBUTION TO THIRD PARTIES PROHIBITED.
drawing reviewed by: ...............
ALL DIMENSIONS TO BE RE-CHECKED ON-SITE.
status status status
date reviewed
THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT DRAWINGS, ANY
A
B
C
DISCREPANCIES TO BE BROUGHT TO THE ATTENTION OF THE RELEVANT ENGINEER.
architect
JGMA - JUAN GABRIEL MORENO ARQUITECTS
www.jgma.co
job title
drawing title
EL CENTRO CAMPUS / NORTHEASTERN ILLINOIS UNIVERSITY
3390 NORTH AVONDALE AVENUE / CHICAGO / IL 60618
drawn
checked
scale
JC
IV
1/2" = 1'-0"@A0
1/4" = 1'-0"@A2
ASSEMBLY
WEST ELEVATION
status
reference
drawing no.
rev.
CONTRACT
12.0673
271
A
HOW CAN WE HELP YOU - EXAMPLE SHOP DRAWINGS
NORTH ELEVATION - TRUE ELEVATION
PART N1
E
4
E
D
1
B
A
PART N3
5
5
2'-18" [650.87]
4
3
57'-016" [17390.88]
11
.31]
" [3141
7
[54
80.3
1143"
17'-
10' [3048.00]
15' [4572.00]
11
3
10'-31611
" [3141.
31]
63°
+10'-0" [3048.10]
+15'-00" [4572.00]
°
76
10' [3048.00]
14'-104" [4540.12]
+0'-0" [00.00]
5' [1524.00]
4]
+0'-0" [00.00]
10'-316
16' [4876.80]
1
2
29'-016" [8850.90]
0]
2.0
[457
3
1'-1116" [589.09]
00"
5
2'-18" [650.87]
11
2'-116" [652.59]
NORTH ELEVATION - PART N2 - TRUE ELEVATION
DET.A
DET.C
DET.D
DET.E
oeste
WEST ELEVATION DETAIL
SOUTH ELEVATION DETAIL
+0'-0" [00.00]
+0'-0" [00.00]
00"
+15'-
15' [4572.00]
0]
4
2.0
[457
5' [1524.00]
DET.B
norte
NORTH ELEVATION DETAIL
+10'-0" [3048.10]
8' [2438.40]
+15'-00" [4572.00]
3
NORTH
ELEVAT
ION
2
NORTH ELEVATION
DWG 203
7
8
6
29'-016" [8850.90]
57'-016" [17390.88]
11
.31]
" [3141
7
]
+0'-0" [00.00]
11
10'-316
+0'-0" [00.00]
E
ION
48.10
[30
5' [1524.00]
0"
+10'-
WEST
ELEVAT
16
+10'-0" [3048.10]
+15'-00" [4572.00]
D
1
D
15
C
14
C
WEST
ELEVAT
B
13
.00]
" [00
A
+0'-0
ION
12
B
SOUTH
ELEVAT
+23'-0" [7010.40]
ION
+16'-0" [4876.80]
DWG 203
11
)
.00
DWG 200
DWG 200
A
B
C
11
10
R
OO
FL
9
AN
(+0
PL
2
+10'-0" [3048.10]
+0'-0" [00.00]
+0'-0" [00.00]
+10'-0" [3048.10]
DWG 200
1
57'-016" [17390.88]
29'-02" [8851.90]
11
10'-316" [3141.31]
7
2
4
37'-58" [11427.03]
8' [2438.40]
3
D
7
43'-98" [13357.59]
7
20
5
43'-98" [13357.59]
DWG 200
7
7
37'-58" [11427.03]
37'-58" [11427.03]
WEST ELEVATION
D
C
WEST ELEVATION - TRUE ELEVATION
E
G
DW
16
42
'-5
7
16"
94
0.3
9]
09.27]
" [93
B
7
1116"
36'-
1
6
15
1
57.56]
[114
2
30'-6
1
16"
37'-7
[12
8]
[11263.5
139'-92" [42608.57]
A
3
816"
42'-
4]
09.0
[130
14
7'-216" [2198.92]
1
169'-84" [51720.95]
9
E
13
7
+16'-0" [4876.80]
+23'-0" [7010.40]
+0'-0" [00.00]
+16'-0" [4876.80]
+0'-0" [00.00]
+23'-0" [7010.40]
DWG 200
FLOOR PLAN (+0.00)
]
8'
7
44
'-5
[10
8"
.39
98
]
.31
1
16"
[229
75
3'-5
4]
9.5
16'
6.8
[487
.60]
2' [609
0]
7
0]
+18'-0" [5486.40]
H
UT
SO
1
169'-84" [51720.95]
ION
AT
EV
EL
12
5
8"
74'-8
.91]
[22774
]
]
44
[10
8"
.39
98
.31
1
7
'-5
3'-5
16"
[229
75
4]
11
9.5
15 "
716
48
" [5
3
114
-0
48
" [5
+18'
4]
B
]
00
'-0"
[00.
.60]
2' [609
7'-2169
" [2198
.92]
7
37'-7161
" [11457
4]
4]
09.0
3
17'-114"
[130
4]
[5480.3
+0'-0" [00.00]
7
1116"
36'-
[00.00
9
0.39]
[1294
4
5
6
7
PART
N-
8 8'
TRUE
B-
N
ATIO
ELEV
IO
EVAT
H EL
SOUT
SOUTH ELEVATION - PART A - TRUE ELEVATION
revision
A
B
C
D
important note
ISSUED FOR COMMENT - ELEVATIONS NORTH & WEST
14/02/21
IV/JC
12
3
[00.00]
2
+0'-0"
+0'-0" [00.00]
1
]
[00.00
8]
[11263.5
]
+0'-0"
1
139'-92" [42608.57]
PA
4"
.56]
3
2]
42'-5
3
816"
17'-11
633.4
-
09.0
[130
42'-
+0'-0"
17'-114" [5480.34]
[10
ION
ION
AT
AT
EV
EL
EL
11
34'-1
7
16"
42'-
+18'-0" [5486.40]
2' [609.60]
3'-516" [1052.79]
1
169'-84" [51720.95]
08"5
816"
8'
3
164'-64" [50159.35]
H
UT
SO
TR
[5480.34]
3
+23'-0" [7010.40]
+16'-0" [4876.80]
10
+0
-
0]
PART
N-
ATIO
EV
H EL
SOUT
C
" [54
86.4
[42608.57]
SOUTH ELEVATION - PART A
DWG 201
RT
10
1
139'-92"
+18'-0
0.3
+0'-0" [00.00]
UE
17'-
16' [4876.80]
6.40
8]
[11263.5
EV
]
36'-
]
.60
[609
7
1116"
[324
10'-
2'
+0'-0" [00.00]
TR
P
-
ION
-
AT
EV
EL
2' [609.60]
3'-516" [1052.79]
[00.
76.8
16' [48
7'-2169
" [2198
.92]
+16'-0" [4876.80]
]
00
'-0"
+0
4]
09.0
[130
C
+18'-0" [5486.
40]
42'3
164'-64" [50159.35]
T
AR
8
]
3
816"
+23'-0" [7010.40]
UE
.60
[609
6.40
48
" [5
-0
+18'
[324
+18'-0" [5486.40]
15 "
716
10'-
2'
]
UNFOLDED PORCELAIN TILE CLADDING
date reviewed
A
B
C
+15'-
10" [254.00]
+0'-0
" [00
.00
]
5
2'-18" [650.87]
architect
job title
www.jgma.co
ARCHITECTURAL LOCATION
STUDY OF THE GEOMETRY
UNFOLDED PORCELAIN TILE CLADDING
drawn
checked
scale
status
drawing title
reference
drawing no.
rev.
JC
IV
1/16" = 1'-0"@A0
CONTRACT
12.0673
100
A
1" = ??'-0"@A2
DETAILS_1/8" = 1'-0"@A0
HOW CAN WE HELP YOU - EXAMPLE (LOCATION DWG)
4
5
3
2
1
E
D
C
B
A
+23'-0" [7010.40]
+16'-0" [4876.80]
15'-00" [4572.00]
5' [1524.00]
+10'-0" [3048.10]
+10'-0" [3048.10]
7
43'-98" [13357.59]
+10'-0" [3048.10]
11
10'-316
]
1.31
" [314
+0'-0" [00.00]
+0'-0" [00.00]
7
+0'-0" [00.00]
+0'-0" [00.00]
11
29'-016" [8850.90]
7
57'-016" [17390.88]
37'-58" [11427.03]
NORTH ELEVATION
WEST ELEVATION
3
6'-108" [2092.30]
15'-00" [4572.00]
5' [1524.00]
+10'-0" [3048.10]
5
15' [4572.00]
1'-18" [346.10]
10' [3048.00]
DWG 261
PART N2
+0'-0" [00.00]
+0'-0" [00.00]
+23'-0" [7010.40]
8' [2438.40]
9
7'-216" [2198.92]
1
62"
30'-
]
9.27
[930
+16'-0" [4876.80]
15'-00" [4572.00]
5' [1524.00]
7
+10'-0" [3048.10]
3
1
11'-14" [3397.25]
11'-84" [3562.35]
DWG 261
PART N1
3'-10" [1168.40]
6" [152.40]
7
29'-016" [8850.90]
5
3'-4" [1016.00]
11'-8" [3556.00]
A
B
D
+0'-0" [00.00]
23'-1016" [7282.01]
5
9'-108" [3013.20]
4
3
2
IV/JC
14'-114" [4553.17]
7
37'-58" [11427.03]
1
DWG 262
PART N3
14/02/21
1
12'-8" [3860.66]
11
E
D
C
DWG 271
B
A
WEST ELEVATION - TRUE ELEVATION
important note
+0'-0" [00.00]
11
13'-2" [4012.87]
57'-016" [17390.88]
revision
C
3'-4" [1016.00]
1'-8" [508.00]
]
7.56
[1145
11
]
+0'-0" [00.00]
1
1'-102" [571.50]
1
716"
37'-
10'-316" [3141.31]
11 [3141.31
"
10'-316
+0'-0" [00.00]
43'-98" [13357.59]
+10'-0" [3048.10]
date reviewed
A
B
C
architect
job title
www.jgma.co
LOCATION GENERAL ARRANGEMENT ELEVATION
WEST & NORTH ELEVATION
TRUE ELEVATION
drawn
checked
scale
status
drawing title
reference
drawing no.
rev.
JC
IV
1/4" = 1'-0"@A0
CONTRACT
12.0673
203
A
1/8" = 1'-0"@A2
HOW CAN WE HELP YOU - EXAMPLE (ASSEMBLY DWG)
E
D
C
B
A
1
15
516"
+23'-0" [7010.40]
1
A/3
1'-10
B
9]
DWG 271
A
[151.3
DWG 271
2"
[571
.12]
1
A/3
1'-10
A
2"
.12]
[571
1
A/3
1'-10
2"
.12]
[571
15
516"
[151.3
9]
7
7
3'-88" [1139.60]
3'-1116" [1205.00]
7
7
68" [174.42]
7
7
68"
3'-1116" [1205.00]
616" [157.20]
+16'-0" [4876.80]
7
3
3
616" [157.20]
[174.42]
WEST ELEVATION - ROOF PLAN - SUBSTRUCTURE LAYOUT
1
3
3'-1116" [1205.00]
72" [191.28]
48" [111.31]
3'-1116" [1205.00]
+10'-0" [3048.10]
3
2'-116" [638.98]
3
A
3
2'-116" [638.98]
SAME AXIS AS NORTH ELEVATION
DWG 571
DWG 571
B
7
3
2'-116" [638.98]
3
1'-816" [512.80]
7
2'-016" [620.00]
7
2'-016" [620.00]
2'-016" [620.00]
SAME AXIS AS WEST ELEVATION
13
2'-116" [638.98] 1'-116" [350.41]
+10'-0" [3048.10]
7
3'-88" [1139.60]
+0'-0" [00.00]
1
1'-5" [431.28]
3
1'-1116" [589.50]
13
1'-1116" [605.00]
13
1'-1116" [605.00]
13
1'-1116" [605.00]
9
1'-1116" [598.20]
11
11
1'-916" [550.87]
1'-916" [550.81]
11
1'-916" [550.81]
11
1'-916" [550.81]
11
1'-916" [550.81]
11
1'-916" [550.81]
11
1'-916" [550.81]
1
1'-02" [318.11]
13
1'-1116" [605.00]
13
1'-1116" [605.00]
13
1'-1116" [605.00]
13
1'-1116" [605.00]
13
1'-1116" [605.00]
13
1'-1116" [605.00]
13
1'-1116" [605.00]
13
1'-1116" [605.51]
7
1'-118" [606.02]
7
1'-118" [606.02]
7
1'-118" [606.02]
7
1'-118" [606.02]
7
1'-118" [606.02]
7
1'-118" [606.02]
7
1'-118" [606.02]
7
1'-118" [606.02]
7
1'-118" [606.02]
7
1'-118" [606.02]
7
1'-118" [606.02]
7
1'-118" [606.02]
7
1'-118" [606.02]
7
1'-118" [606.02]
7
1'-118" [606.02]
1
1'-114" [590.13]
7
2'-34" [692.87]
48" [123.67]
+0'-0" [00.00]
REVEAL Nº1 = Nº2
SUBSTRUCTURE LAYOUT
WEST ELEVATION - SUBSTRUCTURE LAYOUT
WEST ELEVATION - WALL SECTION A
+23'-0" [7010.40]
DWG 521
A
DWG 521
DWG 522
B
A
REVEAL Nº2
E
REVEAL Nº1
E
DWG 522
B
WEST ELEVATION PLAN - FLOOR SLAB
+16'-0" [4876.80]
WEST ELEVATION - ROOF PLAN - TILE LAYOUT
+10'-0" [3048.10]
+10'-0" [3048.10]
DWG 572
A
+0'-0" [00.00]
+0'-0" [00.00]
WORK START POINT
WORK START POINT
E
REVEAL Nº1 = Nº2
TILE LAYOUT
DIVIDE IN EQUAL PARTS
D
A
B
C
D
B
A
1
WEST ELEVATION - WALL SECTION B
important note
INCREASE JOINT TO FIT 17 WHOLE PICECES
WEST ELEVATION - TILE LAYOUT
revision
C
WORK START POINT
14/02/21
IV/JC
date reviewed
A
B
C
architect
job title
www.jgma.co
ASSEMBLY
WEST ELEVATION
drawn
checked
scale
status
drawing title
reference
drawing no.
rev.
JC
IV
1/2" = 1'-0"@A0
CONTRACT
12.0673
271
A
1/4" = 1'-0"@A2
HOW CAN WE HELP YOU - EXAMPLE (DETAIL DWG)
E
1
D
1. URBARTEK TILE 1'-1158" x 3'-1141 "
BY PORCELANOSA
3
2. ALUMINIUM T-PROFILE 315
16 x 28 x
1
1
8
INCHES
BLACK BY BUTECH
3. ALUMINIUM OMEGA PROFILE 521 x
13
16
x
1
8
INCHES
BY BUTECH
4. PRIMARY ALUMINIUM ANGLE BRACKET,
LENGHT 381 " BY BUTECH
1
1
5. SECONDARY ALUMINIUM ANGLE BRACKET,
LENGHT 381 " BY BUTECH
6. INVISIBLE CENTRAL STAINLESS STEEL
FIXING CLIP. 163 " JOINT
7. INVISIBLE SIDE STAINLESS STEEL
FIXING CLIP. 163 " JOINT
1'-816" [525.41]
9. STAINLESS SELF DRILLING SCREW FOR
FIXING CLIP/PROFILE 58" x 163 "
BRACKET/PROFILE 1161 " x 13
16"
8" [203.08]
11
11
1'-816" [525.41]
8. INVISIBLE START/ENDING FIXING CLIP
3
OMEGA/METAL STUD 115
16" x 16"
15
5" [126.88]
12. ROCKWOOL INSULATION INSTALLED BY FACADE
216" [74.20]
13. VAPOUR BARRIER
14. DENSGLASS PANEL & METAL STUD WALL
15. ALUMINIUM FLASHING
16. ALUMINIUM L-PROFILE 1169 x 238 x
5
1'-88" [524.00]
1
8
INCHES
16
16
5
1
3
12 13 14
5
9 2
5" [126.88]
BLACK BY BUTECH
5" [126.88]
5" [126.88]
6
5
9 2
6
1
3
12 13 14
5
16
16
E
D
DETAIL A
DETAIL B
revision
A
B
C
D
important note
14/02/21
IV/JC
date reviewed
A
B
C
architect
job title
www.jgma.co
DETAILS
HORIZONTAL
drawn
checked
scale
status
drawing title
reference
drawing no.
rev.
JC
IV
HALF SIZE @A0
CONTRACT
12.0673
521
A
QUARTER SIZE @A2

the ventilated facade system using porcelain tile

Transcription

Similar documents

Landscape Plan

spain

see more of spain - Suffolk University

Demonstrate F`riday,Dec. 4, 4p. m. Italian Consulate, 50 St., FifthAve.

First Steps in Spain by Blanca Martija Location: Toledo, Spain This

Ceramic Ventilated Cladding

El sistema español de innovación, 1960-2015

STRANDS REPORTS

spain tops recovery league in europe