Tower Facade exercise

Environmental Facade

Jane Dash

Yang Jinhe S3305282

Design Intent The building will be steel structure with a nature timber inspired cladding. The layout will be open plan with an offset center core, with emphasize on maximize space, versatility and circulation. The building aims to achieve the highest GreenStar rating possible by using selected materials and providing intelligient design. At the same time, the building aims to contribute back to the users and the community it is in, while also retaining an iconic design.

Precedent Existing Building Analysis Revamp Single Skin Proposal Revamp Double Skin Proposal Final Proposal

Drawing List A101 Site Plan 1:200 A102 Ground Floor Plan 1:100 A103 Typical Floor Plan 1:100 A104 Basement Plan 1:100 A105 Roof Plan 1:100 A106 Reflected Ceiling Plan 1:100 A107 Structural Plan 1:100 A108 Section 1: 200 A109 Elevations 1: 200 A110 Details Relating 1:20

Office Building Class 5 and 6 This project pretains to a class 5 and 6 mixed use building as it comprises of commerical spaces on the ground floor and office spaces on floors above.

The development is consist of a hybrid structure. Steel frame and columns with a load bearing core.

Multi span flat slab from 2m to 11m 1. Egress A side core with 2 staircases are incorporated and positioned into the plan to enable i) No point on a floor is 20m from any exit or a point from which travel in a different direction to two exits are available, in which maximum distance to one of those exits does not exceed 40m. ii) Each exitway is more than 1.2m, in this case, no lower than 1.5m, inclduing corridors and fire exit stairs.

2. Exit There are a minimum of 2 fire exits from the building given the building is taller than 25m.

Fire escape stairs are accessible to everyone in every floor towards the exit points Every stairway serving as required exit has been fire isolated by using a FRL 60/60/60 load bearing wall.

Stairways and lift have been accomodated to the different shaft for their need to be in a fire resistant shaft.

3. Fire Control A Fire hose, and fire proof glazing, has been installed on every level so that everyone has access to fire control measures.

4. Hose Reels Fire Hose Reels are provided at every emergency exit and they cover the entire area of the floor.

The reels serve any fire compartment with floor areas no larger than 500m2.

They have been provided within 4m of an fire exit.

They do not pass through doorways fitted with fire and smoke doors.

5. Ammentities According to the floor area to occupant ratio, the typical floor of the building will accomodate apporximately 60 people per floor.

According to the toilet requirements demand, at least 2 closet, 2 urinals and 2 wash basins for male has been provided to all floors.

According to the toilet requirements demand, at least 2 closet, 2 wash basins for female has been provided to all floors.

According to the toilet requirements demand, a unisex disabled toilet whch can be accessed without crossing an area reserved for a single sex has been provided and with the necessary turn ratios checked.

6. Lifts Emergency lifts have been contained in a fire resistant shaft with a minimum FRL of 120/120/12 7. Ceiling Height In all levels, there is a miminum ceiling height 2.4m for office spaces and 2.1m for corridors and toilets.

500 BOURKE STREET

5 STAR GREEN STAR RATING - GREEN STAR - OFFICE DESIGN V2

Status Certified Address 500 Bourke Street Melbourne VIC Certified Thu 9 Oct 2008 Score 63 Building Type Refurbishment Applicant(s) ISPT Pty Ltd Project Manager Bovis Lend Lease Architect John Wardles Architects (base building) Architect Peddle Thorp Architects (Intergrated fitout) Structural/Civil Engineer Hyder Consulting Pty Ltd Building Services Engineer Hyder Consulting Pty Ltd Quantity Surveyor Bovis Lend Lease Acoustic Consultant Bassett Acoustics Building Surveyor Davis Langdon Australia ESD Consultant WSP

GreenStar Buildings

RMIT Design Hub

5 STAR GREEN STAR RATING - GREEN STAR - EDUCATION DESIGN V1

Status Certified Address Cnr Victoria and Swanston Streets Melbourne VIC Certified Thu 9 Jun 2011 Score 65 Building Type New Build, Refurbishment Applicant(s) RMIT University Project Manager Aurecon Australia Architect Sean Godsell Architects Acoustic Consultant AECOM Australia Pty Ltd Landscaping Consultant Sean Godsell Architects Building Surveyor Philip Chun & Associates Pty Ltd Main Contractor Watpac Local Planning Authority City of Melbourne Building Services Engineer AECOM Australia Pty Ltd Quantity Surveyor Davis Langdon Australia

Environmental Facade

Yang Jinhe S3305282

HERZOG & DE MUERON 1998 Rue des Suisses Apartments

UN STUDIO 2015 V ON SHENTON

WOHA 2008

Sunshading

1 MOULMEIN RISE

Environmental Facade

Yang Jinhe S3305282

MARQ

PSAROS West Leaderville

MARQ is the first high-density residential development in Australia to achieve an eTool Gold Rating with a carbon footprint per occupant per year less than half that of the average Australian residential dwelling over its design life.

Although the materials in the MARQ building are very carbon intensive, particularly the use of concrete. Further to this, the use of bamboo flooring reduces the embodied impacts of floor finishes in the living areas. The construction methods chosen will reduce project build time and waste which positively effects the embodied impacts associated with assembly.

Where possible, solar passive design techniques have been used, along with double glazed windows and insulation

LCA

Brisbane City Council Headquarters Fitout Stowe Australia 2004

Materials, design and sustainability advice. The headquarters was refurbished and Integreco (Ecospeci fier) used LCA-based results to ensure that sustainable and health-preferred products were utilised.

MFB Burnley Complex Location \ 450 Burnley Street Richmond, Melbourne Clients \ Metropolitan Fire Brigade Consultants \ Spowers Architects The MFB Burnley Complex is the new Community Safety and Fire Fighting Training Facility for the Metropolitan Fire Brigade in Richmond, Victoria. RWA worked with Spowers to design and deliver this innovative new 5 Star building. The project involved complex water treatment facilities and best-practice water sensitive urban design initiatives.

Environmental Facade

Yang Jinhe S3305282

Sustainable Concrete Whilst 95% of a building’s CO2 emissions are a result of the energy consumed during its life, there is much that can be done to reduce that 5% associated with construction.

Concrete is an ideal place to start, partly because almost every building uses it, but mostly due to the fact that concrete is responsible for a staggering 7-10% of global CO2 emissions. More sustainable forms of concrete exist that use recycled materials in the mix. Crushed glass can be added, as can wood chips or slag – a byproduct of steel manufacturing. Whilst these changes aren’t radically transforming concrete, by simply using a material that would have otherwise gone to waste, the CO2 emissions associated with concrete are reduced.

Ecospecifier Material

Bamboo Bamboo is a long lasting and rapidly renewable material that is beautiful and easy to install. Rapidly renewable materials are normally harvested within a 10-year or shorter cycle. It does not harm indoor air quality since it does not contain volatile organic compounds (VOC’s).

Triple-Glazed Windows In fact, super-ef ficient windows would better describe this particular building material. The three layers of glass do a better job of stopping heat from leaving the building, with fully insulated window frames further contributing.

In most double-glazed windows, the gas argon is injected between each layer of glass to aid insulation, but in these super-ef ficient windows, krypton – a better, but more expensive insulator – is used. In addition to this, low-emissivity coatings are applied to the glass, further preventing heat from escaping.

Environmental Facade

Yang Jinhe S3305282

Australia Towers Sydney Olympic Park (around 200 units)

– Billbergia with Turner and Associate

Sustainability Consulting, Energy Ratings and BASIX assessment. This development featured passive building strategies and sustainable technologies to achieve an average BERS Pro rating of 7.6 stars

Double Skin

1 bligh

Architectus in collaboration with Ingenhoven Architects Sydney

This of fice building is an ecologically sustainable development with green features such as a naturally ventilated full height atrium, a double-skin façade with external louvres, solar panels on the roof for energy generation, air conditioning by chilled beams, rain water collection and a basement waste water recycling plant.

Queens Riverside

Brisbane square

Perth (around 500 units) – Frasers Property and JCY

Queensland, 2006 ABN Amro, Lump Sum

Energy Ratings and ESD advice. Once again, this project achieved high star ratings due to low cost, passive design principles (such as passive heating, passive cooling, thermal mass, materials selection, natural ventilation, low-E glazing and operable shading devices). Furthermore, eco-materials have been widely used and sophisticated energy, water, management, landscaping, indoor environment and emission reduction techniques have been incorporated.

ESD principles have been adopted during the design and construction of brisbane square including blackwater sewr mining & recycling systems and heat rejection to the nearby river to create a green star building

Environmental Facade

Yang Jinhe S3305282

Background Adapted from Tech 4

Environmental Facade

Yang Jinhe S3305282

Background - Adapted from Tech 4

Environmental Facade

Yang Jinhe S3305282

Background - Adapted from Tech 4

Environmental Facade

Yang Jinhe S3305282

BCA VOLUME ONE GLAZING CALCULATOR (first issued with BCA 2013) Building name/description

Office Building E

NE

100m²

SE

S

SW

80m²

W

NW

internal

80m² n/a

Option B Glazing area (A)

75m² …………… 60m² …………… …………… …………… 60m²

10

Number of rows preferred in table below

Glazing element

Description (optional)

ID 2 3

SHADING

Height (m)

3.00 3.00 3.00

Width (m)

Area (m²)

25.00 20.00 20.00

Performance Total Total System System U-Value SHGC (AFRC) (AFRC)

1.4 1.4 1.4

0.36 0.36 0.36

P&H or device

P (m)

0.600 0.600 0.600

H (m)

1.500 1.500 1.500

CALCULATED OUTCOMES FAILURES (in red italics) Multipliers

Size

Outcomes

Heating Cooling (SC) (SH)

Area used (m²)

Element share of % of allowance used

Shading

P/H

G (m)

0.40 -1.50 0.40 -1.50 0.40 -1.50

0.82 0.78 0.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4 5

10

6

10

7

10

8

10

9

10

10

75.00 100% of 187% 60.00 100% of 198% 60.00 100% of 126%

Copyright © 2013 – Australian Government, State and Territory Governments of Australia. All Rights Reserved Application

Office Building N Option A

NE

100m²

E

SE

S

SW

80m²

W

NW

Glazing area (A)

n/a

75m² …………… 60m² …………… …………… …………… 60m²

10

Number of rows preferred in table below

Description (optional)

10

10

10

10

10

10

10

10

10

1 2 3

Size

Facing sector

Option A facades

N E W

Option B facades

Modified with Low-e IGU glass

(as currently displayed) SHADING

GLAZING ELEMENTS, ORIENTATION SECTOR, SIZE and PERFORMANCE CHARACTERISTICS Glazing element

internal

80m²

Option B

10

6

Facade areas

12

ID

Climate zone

Class 3

Storey

P 600



IMPORTANT NOTICE AND DISCLAIMER IN RESPECT OF THE GLAZING CALCULATOR The Glazing Calculator has been developed by the ABCB to assist in developing a better understanding of glazing energy efficiency parameters.

While the ABCB believes that the Glazing Calculator, if used correctly, will produce accurate results, it is provided "as is" and without any representation or warranty of any kind, including that it is fit for any purpose or of merchantable quality, or functions as intended or at all.

Your use of the Glazing Calculator is entirely at your own risk and the ABCB accepts no liability of any kind.

Building name/description

G

H

Height (m)

3.00 3.00 3.00

Width (m)

25.00 20.00 20.00

Area (m²)

Performance Total Total System System U-Value SHGC (AFRC) (AFRC)

1.4 1.4 1.4

0.36 0.36 0.36

P&H or device

P (m)

1.000 1.000 1.000

H (m)

1.000 1.000 1.000

CALCULATED OUTCOMES FAILURES (in red italics) Shading

P/H

G (m)

1.00 -2.00 1.00 -2.00 1.00 -2.00

4 5 6 7 8 9 10

IMPORTANT NOTICE AND DISCLAIMER IN RESPECT OF THE GLAZING CALCULATOR The Glazing Calculator has been developed by the ABCB to assist in developing a better understanding of glazing energy efficiency parameters.

While the ABCB believes that the Glazing Calculator, if used correctly, will produce accurate results, it is provided "as is" and without any representation or warranty of any kind, including that it is fit for any purpose or of merchantable quality, or functions as intended or at all.

Your use of the Glazing Calculator is entirely at your own risk and the ABCB accepts no liability of any kind.

Glazing calculator

Copyright © 2013 – Australian Government, State and Territory Governments of Australia. All Rights Reserved

Multipliers

Size

Outcomes

Heating Cooling (SC) (SH)

Area used (m²)

Element share of % of allowance used

0.02 0.35 0.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.35 0.44 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00

75.00 100% of 147% 60.00 100% of 157% 60.00 100% of 136%



1000

10

0.63 0.72 0.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3000

10

Option B facades

N E W

1

Size

Facing sector

Option A facades

Original Design with Low-e IGU glass

(as currently displayed)

GLAZING ELEMENTS, ORIENTATION SECTOR, SIZE and PERFORMANCE CHARACTERISTICS

10

6

1500

N Option A

10

Class 3 Facade areas

12

10

Climate zone

3000

Storey

Application

H

G P 1000

Environmental Facade

Yang Jinhe S3305282

BCA VOLUME ONE GLAZING CALCULATOR (first issued with BCA 2013) Building name/description

Application

Climate zone

Office Building

Class 3

6

Facade areas N Option A

NE

100m²

E

SE

S

SW

80m²

W

NW

n/a

Option B Glazing area (A)

50m² …………… 36m² …………… …………… …………… 40m²

10

Number of rows preferred in table below

Description (optional)

ID 10

10

10

10

10

10

10

10

10

10

1 2 3

Size

Facing sector

Option A facades

N E W

Option B facades

Modified with Low-e IGU glass

(as currently displayed) SHADING

GLAZING ELEMENTS, ORIENTATION SECTOR, SIZE and PERFORMANCE CHARACTERISTICS Glazing element

internal

80m²

Height (m)

2.00 1.80 2.00

Width (m)

25.00 20.00 20.00

Area (m²)

Performance Total Total System System U-Value SHGC (AFRC) (AFRC)

1.4 1.4 1.4

0.36 0.36 0.36

P&H or device

P (m)

0.600 0.900 0.600

H (m)

G

CALCULATED OUTCOMES OK (if inputs are valid) Shading

P/H

G (m)

1.000 0.60 -1.00 1.000 0.90 -0.80 1.000 0.60 -1.00

4 5 6 7 8 9 10

IMPORTANT NOTICE AND DISCLAIMER IN RESPECT OF THE GLAZING CALCULATOR The Glazing Calculator has been developed by the ABCB to assist in developing a better understanding of glazing energy efficiency parameters.

While the ABCB believes that the Glazing Calculator, if used correctly, will produce accurate results, it is provided "as is" and without any representation or warranty of any kind, including that it is fit for any purpose or of merchantable quality, or functions as intended or at all.

Your use of the Glazing Calculator is entirely at your own risk and the ABCB accepts no liability of any kind.

Copyright © 2013 – Australian Government, State and Territory Governments of Australia. All Rights Reserved

CONCLUSION

1000

12

Multipliers

Size

Outcomes

Heating Cooling (SC) (SH)

Area used (m²)

Element share of % of allowance used

0.61 0.42 0.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.49 0.48 0.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00

2000

Storey

H

P 600

50.00 100% of 98% 36.00 100% of 96% 40.00 100% of 84%

if inputs are valid



Original Design prove to be ineffective even with the most optimal glass application Increasing the depth and changing the height of sunshading provides modest improvement Changing size of glazing results in more drastic improvement compare to changing sunshading elements.

However The above calculation is done assuming there is only one sunshading device. In the design, there are multiple “fins” that this calculator is unable to comprehand. A more sophisicated or detail programme would be required for more accurate simulation and result.

Glazing calculator

Environmental Facade

Yang Jinhe S3305282

Shadow diagrams perspective

Feb 15

Summer

Jun 21

Solstice Environmental Facade

Yang Jinhe S3305282

shadow diagrams interior plan

Sept 22

Equinox

Dec 21

Solstice Environmental Facade

Yang Jinhe S3305282

Typical Afternoon Shadow movement minimum

Environmental Facade

Yang Jinhe S3305282

Moderate Morning Shadow movement moderate

Environmental Facade

Yang Jinhe S3305282

Strongest Morning Shadow movement maximum

Environmental Facade

Yang Jinhe S3305282

4

4.Heating/ventilation Operatable/movable underfloor heating

1/3

3.Solar fins 3

1.External Blinds

2

Potential improvements

Environmental Facade

Yang Jinhe S3305282

1.Lourvre windows Operatable windows with lourvres allows ventilation while possibly be used to block out some light.

Potential improvement products

2.Underfloor heating Radiant heating for more efficiciency during winter.

3.Solar Solar panels on fins or integrated onto glazing.

4.Blinds on the outside of the building Trapped heat will be kept outside instead of remaining in the room

Environmental Facade

Yang Jinhe S3305282

Glazing

3 2.Aluminium fins

2

4.Green Concrete

1 4 1.Carpet Flooring

Potential improvement materials

Environmental Facade

Yang Jinhe S3305282

Interface Aust Pty Ltd – Nylon 6 with CushionBac Backing Range The CushionBac backing system is a closed cell, high density, resilient backing system which provides enhanced sound and shock absorbance compared to standard carpet tiles.

Potential improvement products

Maxgrow Pte Ltd Almaxco PVDF Coated Aluminium Composite Panel Almaxco ACP is made of recycled polyethylene core sandwiched between two thin aluminium skins which also have recycled content. The fluorocarbon coating guarantees UV and corrosion resistance and also contributes in reducing urban heat island effect by reflecting sunlight.

DanPal Australia – Danpalon

ResourceCo Concrete Pty Ltd – Recycled 20 Mpa Concrete

Polycarbonate glazing system designed to provide quality light, thermal insulation, UV protection and durability. Product is designed for use as roof and w all glazing in domestic, commercial and industrial buildings.

ResourceCo Concrete offers its range of 'Green Concrete' manufactured from recycled aggregates. The use of recycled material has significant environmental benefits attributed to reduced material consumption, reduced waste to landfill and greenhouse gas impacts.

Environmental Facade

Yang Jinhe S3305282

The Monolit Office Building is actually the result of a careful negotiation between concerns pertaining to the urban environment, the neighbouring park and a series of functional constraints. As far as urban fabric is concerned, the site, found on the border of a protected area was marked by the existence of two blind walls, an uncertain alignment to the boulevard and the presence of neighbouring designs of debatable architectural orientation and qualities.

However, the spot offered the opportunity of an insertion into a high traffic, prestigious area of the capital. Marked by the presence of the protected area and the two, vastly diverging adjoining configurations – on the one side, the curtain wall of an office building

Precedant/Single Skin - Monolit Office Building 2012 Igloo Architecture

Environmental Facade

Yang Jinhe S3305282

Single skin perspective

Environmental Facade

Yang Jinhe S3305282

1 20 detail single skin

Environmental Facade

Yang Jinhe S3305282

Precedant/Double Skin - Persona HQ 2010 Tokyo, Japan - KONO Design

Environmental Facade

Yang Jinhe S3305282

Double skin perspective

Environmental Facade

Yang Jinhe S3305282

1 20 detail double skin

Environmental Facade

Yang Jinhe S3305282

Final proposal

Environmental Facade

Yang Jinhe S3305282

Solar panels

Communal Garden Rain Deck Urban Agriculture system Light scoop / Rain Harvesting

Sunshading Facade Urban Market/ Cafe

Sunshading Facade

Sunshading Facade Urban Agriculture system

Environmental System

Environmental Facade

Yang Jinhe S3305282

Types of crops Edible crops (lettuce, kai lan (Chinese kale) xiao bai cai cabbage) Ornamental plants Medicinal plants/herbs aroma

Urban Farming

Environmental Facade

Yang Jinhe S3305282

Interior dark

Environmental Facade

Yang Jinhe S3305282

Light and water scoop

Pivoting sunshading device

Light Scoops and Rain Harvesting

Environmental Facade

Yang Jinhe S3305282

Light diffuse

Agricultural System Pivoting Sunshading Device

Interior

Environmental Facade

Yang Jinhe S3305282

Pivoting Solar Panels Roof

Environmental Facade

Yang Jinhe S3305282

Rain collection data

Environmental Facade

Yang Jinhe S3305282

OTHER PREDICTED RECYCLED WATER CONSUMPTION

Compost system

Green Star - Office v3 Rating Tool Calculators Credit Summary for:

Gross Floor Area (m2)

Number of points targeted for staff facilities within the Tra-3 'Cyclist Facilities' credit

Office Tower

Are there any other recycled water demands in the project?

Enter recycled water demand only, disregard potable water use. Reductions in potable water use are awarded in other Water credits in the Green Star tool.

270

Roof garden

1

Sewerage Calculator Points Achieved

3

PREDICTED POTABLE WATER CONSUMPTION WCs

#REF!

WATER CONSUMPTION DUE TO FITTINGS

(from Potable Water Calculator)

Star Rating

L/day/m2 Predicted Water Consumption from Calculation

0.52

% of WCs

4.5

100%

0

0%

0

0%

0

Urinal Flush Controls

Star Rating

% of urinals

0

100%

0

0%

0

0%

Urinals on Auto Flush

Showersheads

WCs Urinals Taps Showerheads

<enter <enter <enter <enter

0

Star Rating

Avg L/min

% of taps

5

100%

0

0%

0

0%

0

0%

description here> description here> description here> description here>

L/day/m2

0.13

Star Rating

<enter <enter <enter <enter

% of showers

0

0%

0

0%

0

0%

0

0%

Greywater Blackwater

0.13 0.00

Predicted Potable Water Consumption from Fixtures calculation Predicted Recycled Water available to Fixtures Estimated discharge to sewer (L/day/m2)

Points Achieved % sewer reduction 90% 70% 50% 40%

40 0.65

Jan.

Feb.

March

April

May

47.3

48.1

50.3

57.1

55.9

49.5

July

August

Sept.

Oct.

Nov.

Dec.

47.7

50.1

58.1

66.2

60.3

59.3

2.46

Greywater harvested is used for (please tick appropriate box(es)): Irrigation

WC & Urinal Flushing

Cooling Tower

Shower & Taps (treated to potable)

Fire System Testing

Other (daily demand in kL)

Percentage of indoor taps used for greywater collection

of the fittings per m is based on assumptions of typical office usage and does not represent actual water consumption in the building.

Indoor Taps

Showersheads

Rain collecting extended fins 20

Storage capacity of Greywater tank (kL)

2

Urinals

0.000 100%

Percentage of showers used for greywater collection

The following estimated total potable water consumption is based on the data entered above. The water consumption

WCs

60

Are there any greywater harvesting systems, and if so, do they comply with Local Authority requirements?

No Showerheads

0.52

June

GREYWATER HARVESTING

L/day/m2

L/day/m2

Other greywater Collection Sources

<enter <enter <enter <enter

L/day

description here> description here> description here> description here>

0 0 0 0

0.13

Predicted potable water replacement due to greywater harvesting (L/day/m2):

0.52

BLACKWATER HARVESTING

0.13

Are there any blackwater harvesting systems, and if so, do they comply with Local Authority requirements?

0.39

3 Credits

L/day/m2 benchmark

4 3 2 1

0.14 0.42 0.7 0.84

Back to Emissions Credits

Blackwater harvested is used for (please tick appropriate box(es)):

Exhibition of systems

WCs

0.39

L/day/m2

Irrigation

Urinals

0.00

L/day/m2

Indoor Taps

0.13

L/day/m2

Cooling Tower

Showersheads

0.00

L/day/m2

Cafe Market

WC & Urinal Flushing

Shower & Taps (treated to potable)

Fire System Testing

Other (daily demand in kL) 0%

Percentage of urinals used for blackwater collection

0% 0%

Percentage of showers used for blackwater collection

0%

Storage capacity of Blackwater tank (kL)

Grey Water Storage

Rain water storage

Other blackwater collection sources

RECYCLED WATER DEMAND FOR IRRIGATION (L/day)

0

RECYCLED WATER DEMAND FOR COOLING TOWERS (L/day)

0

<enter <enter <enter <enter

3.000

Percentage of WC's used for blackwater collection Percentage of indoor taps used for blackwater collection

OTHER PREDICTED RECYCLED WATER CONSUMPTION Are there any other recycled water demands in the project?

Enter recycled water demand only, disregard potable water use. Reductions in potable water use are awarded in other Water credits in the Green Star tool.

GreenStar Calculation

Storage capacity of rainwater tank (kL)

Annual number of rain days >1mm:

0.00

Predicted Water Consumption from calculation

TOTAL REDUCED POTABLE WATER USE

To obtain the rainfall data and number of rain days for your region, go to the link above and choose your area. Then copy data to all fields.

Blackwater

Predicted Showerhead Water Consumption from calculation L/day/m2

0.000

590

Rainwater Run-off Coefficient

0.13

0% Greywater

Other (daily demand in kL)

Rainfall collection area to storage tank (m2)

Predicted potable water reduction due to rainwater harvesting (L/day/m2)

L/minute

description here> description here> description here> description here>

Shower & Taps (treated to potable)

Average monthly rainfall for the building location (mm) Link to Bureau of Meterology: http://www.bom.gov.au/climate/averages/

100%

Showerheads

Natural ventilation system

Fire System Testing

0.00

Predicted Indoor tap Water Consumption from calculation L/day/m2

The following estimated total reductions in potable water consumption is based on the data entered above and does not represent actual reduction of water consumption in the building.

WC & Urinal Flushing

Cooling Tower

100%

Indoor Taps

SEWERAGE REDUCTION DUE TO RECYCLING

Total Predicted Reduction in Potable Water Consumption

Avg L/flush

Predicted Urinal Water Consumption from calculation L/day/m2 0.39 0.00 0.13 0.00

Irrigation

% of Floor Area Served 0%

Total % Urinals

Indoor Taps

Rainwater collected is used for (please tick appropriate box(es)):

100% Number of Cisterns 0

Urinals

0

0%

Total % Urinal Flush Controls WCs

RECYCLED WATER DEMAND FOR FIRE SYSTEM TESTING (L/day)

Are there any rainwater harvesting systems, and if so, do they comply with Local Authority requirements?

0.39

0

0

RAINWATER HARVESTING

Avg L/flush

waterless <enter description here> <enter description here> <enter description here>

RECYCLED WATER DEMAND FOR COOLING TOWERS (L/day)

Urban agriculture system

0%

Predicted WC Water Consumption from calculation L/day/m2

0

PREDICTED REDUCTION IN POTABLE WATER CONSUMPTION

100%

The following estimated total potable water consumption is based on the data entered above. The water consumption of the fittings per m2 is based on assumptions of typical office usage and does not represent actual water consumption in the building.

Avg L/flush

4.5/3l dual flush <enter description here> <enter description here> <enter description here>

RECYCLED WATER DEMAND FOR IRRIGATION (L/day)

description here> description here> description here> description here>

0 L/day 0 0 0

Environmental Facade

0

Yang Jinhe S3305282

Gross Floor Area (m2)

270

Number of points targeted for staff facilities within the Tra-3 'Cyclist Facilities' credit

PREDICTED REDUCTION IN POTABLE WATER CONSUMPTION

The following estimated total reductions in potable water consumption is based on the data entered above and does not represent actual reduction of water consumption in the building.

1

RAINWATER HARVESTING

PREDICTED POTABLE WATER CONSUMPTION WCs

Star Rating

Avg L/flush

% of WCs

4.5

100%

0

0%

0

0%

0

0%

Irrigation

WC & Urinal Flushing

Cooling Tower

Shower & Taps (treated to potable)

Fire System Testing

Other (daily demand in kL)

Avg L/flush

% of urinals

0

100%

0

0%

0

0%

0

0%

waterless <enter description here> <enter description here> <enter description here> Total % Urinal Flush Controls

Rainfall collection area to storage tank (m )

590

Storage capacity of rainwater tank (kL)

40

0 2

Predicted Urinal Water Consumption from calculation L/day/m

<enter <enter <enter <enter

Star Rating

Star Rating

Showerheads

<enter <enter <enter <enter

April

May

50.3

57.1

55.9

49.5

July

August

Sept.

Oct.

Nov.

Dec.

47.7

50.1

58.1

66.2

60.3

59.3

0

0%

0

0% 0%

WC & Urinal Flushing Shower & Taps (treated to potable)

Fire System Testing

Other (daily demand in kL)

Percentage of showers used for greywater collection

0

0%

0

0%

0

0%

2

of the fittings per m is based on assumptions of typical office usage and does not represent actual water consumption in the building.

0.52

WCs

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0

2

L/day/m

2.58

L/day/m2

Other Predicted Recycled Water Consumption

0.00

L/day/m2

Total Predicted Recycled Water available to Fixtures

2.58

L/day/m2

Predicted Potable Water Consumption from Fixtures

0.52

L/day/m2

Predicted Recycled Water available to Fixtures

2.58

L/day/m2

-2.07

L/day/m2

POINTS ACHIEVED:

0

0.39

L/day/m2

Urinals

0.00

L/day/m2

Indoor Taps

0.13

L/day/m2

Showersheads

0.00

L/day/m2

5

0.13 Wat-1 Occupant Amenity Water Predicted Potable Water Rating Benchmark

Are there any blackwater harvesting systems, and if so, do they comply with Local Authority requirements?

2

Blackwater harvested is used for (please tick appropriate box(es)): Irrigation

WC & Urinal Flushing

Cooling Tower

Shower & Taps (treated to potable)

Fire System Testing

WCs

Other (daily demand in kL)

3.000

Percentage of WC's used for blackwater collection

0%

Percentage of urinals used for blackwater collection

0%

Percentage of indoor taps used for blackwater collection

0%

Percentage of showers used for blackwater collection

0%

Other blackwater collection sources

<enter <enter <enter <enter

L/day/m

Points achieved

0.27

5

0.4

4

0.53

3

0.67

2

0.8

1

0 L/day

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Predicted potable water replacement due to blackwater harvesting (L/day/m2):

0 0 0 0

0.00

The following estimated total reductions in potable water consumption is based on the data entered above and does not represent actual reduction of water consumption in the building.

RECYCLED WATER DEMAND FOR IRRIGATION (L/day)

0

RECYCLED WATER DEMAND FOR COOLING TOWERS (L/day)

0

RECYCLED WATER DEMAND FOR FIRE SYSTEM TESTING (L/day)

0

GreenStar Calculation

Predicted Reduction in Potable Water Consumption

0

Storage capacity of Blackwater tank (kL)

Are there any other recycled water demands in the project?

Enter recycled water demand only, disregard potable water use. Reductions in potable water use are awarded in other Water credits in the Green Star tool.

L/day/m2

NET POTABLE WATER CONSUMPTION

0

BLACKWATER HARVESTING

Showersheads

OTHER PREDICTED RECYCLED WATER CONSUMPTION

0.00

Back to Water Credits

Urinals

Indoor Taps

L/day

Predicted potable water replacement due to greywater harvesting (L/day/m2):

The following estimated total potable water consumption is based on the data entered above. The water consumption

Predicted Water Consumption from calculation

Blackwater

No Showerheads

0.00

Predicted Showerhead Water Consumption from calculation L/day/m2

L/day/m2

TOTAL REDUCED POTABLE WATER USE

20

Other greywater Collection Sources

<enter <enter <enter <enter

0%

0.13

0.000 100%

Storage capacity of Greywater tank (kL)

0%

Greywater

The following estimated total predicted availability of water to �ixtures is based on the data entered above and does not represent actual available water for consumption by �ixtures within the building.

2.46

Cooling Tower

0.13 % of showers

L/day/m2

PREDICTED RECYCLED WATER AVAILABLE TO FIXTURES

60

Irrigation

Percentage of indoor taps used for greywater collection

0

2.46

Greywater harvested is used for (please tick appropriate box(es)):

100%

L/minute

Rainwater

June

Annual number of rain days >1mm:

Are there any greywater harvesting systems, and if so, do they comply with Local Authority requirements?

100%

description here> description here> description here> description here>

March

48.1

GREYWATER HARVESTING

5

Predicted Indoor tap Water Consumption from calculation L/day/m2

Feb.

47.3

0.00 % of taps

0

Jan.

100%

Avg L/min

description here> description here> description here> description here>

0.65

Predicted potable water reduction due to rainwater harvesting (L/day/m2)

% of Floor Area Served 0%

Avg L/flush

Total % Urinals

Indoor Taps

To obtain the rainfall data and number of rain days for your region, go to the link above and choose your area. Then copy data to all fields.

Greywater

Blackwater

Average monthly rainfall for the building location (mm) Link to Bureau of Meterology: http://www.bom.gov.au/climate/averages/

100% Number of Cisterns 0

Urinals on Auto Flush

0.000

Rainwater Run-off Coefficient

0.39

Predicted WC Water Consumption from calculation L/day/m

Rainwater

2

100% 2

Star Rating

L/day/m2

Rainwater collected is used for (please tick appropriate box(es)):

4.5/3l dual flush <enter description here> <enter description here> <enter description here>

Urinal Flush Controls

2.58

Total Predicted Reduction in Potable Water Consumption

Are there any rainwater harvesting systems, and if so, do they comply with Local Authority requirements?

Total Predicted Reduction in Potable Water Consumption

2.58

Rainwater

Greywater

L/day/m2

Environmental Facade

Yang Jinhe S3305282

Rain water collection (roof)

Roof Collection of approx 500 Sqm

Urban agricultural system (roof)

Roof Growing of approx 200 Sqm

Rain water collection (side)

Extended ledge collection of 7 Sqm / floor

Industrial grade compost system (roof) Produce fertilizer to be use on site or sold

Rain water used for irragation

Tra-1 Provision of Car Parking

Tra-2 Fuel-Efficient Transport

Urban agricultural system Side

W/C

3 Floors of growing of approx 75 Sqm Tiered

â&#x20AC;˘ Staff cyclist facilities

Greywater for flushing 3 / 4.5 l toilets Flushless urinals Contactless taps

Tra-3 Cyclist Facilities â&#x20AC;˘ Visitor bicycle parking

Produce to market Tra-4 Commuting Mass Transport

Wat-3 Landscape Irrigation

Mat-1 Recycling Waste Storage

Emi-5 Stormwater (January 2011)

Exhibition area Excess rainwater stored and filtered

Emi-6 Discharge to Sewer

Bicycle parking/shower

100 Sqm

Communal Kitchen

Urban market

greywater filtered

40 cubicmeters 20 cubicmeters Water Tank (rain water) Water Tank (grey water)

System Diagram (recycling agenda)

Electric vehicle charging station at basement carpark (8 Lots)

By encourage office occupant to tend to the urban crops, that can exchange the produce at the urban market to off set maintainance fees.

Otherwise, they can use the communal kitchen for cooking.

Environmental Facade

Yang Jinhe S3305282

DWG

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

RAINWATER HARVESTING Are there any rainwater harvesting systems, and if so, do they comply with Local Authority requirements?

Rainwater

2.46

L/day/m2

Greywater

0.13

L/day/m2

Rainwater collected is used for (please tick appropriate box(es)):

Blackwater

0.00

L/day/m2

Irrigation

WC & Urinal Flushing

Cooling Tower

Shower & Taps (treated to potable)

Fire System Testing

Other (daily demand in kL)

0.000 Ventilation Fan

Rainfall collection area to storage tank (m2)

590

Storage capacity of rainwater tank (kL)

40

PREDICTED RECYCLED WATER AVAILABLE TO FIXTURES The following estimated total predicted availability of water to �ixtures is based on the data entered above and does not represent actual available water for consumption by �ixtures within the building.

Rainwater Run-off Coefficient

0.65

Average monthly rainfall for the building location (mm) Link to Bureau of Meterology: http://www.bom.gov.au/climate/averages/ To obtain the rainfall data and number of rain days for your region, go to the link above and choose your area. Then copy data to all fields.

Jan.

Feb.

March

April

May

June

47.3

48.1

50.3

57.1

55.9

49.5

July

August

Sept.

Oct.

Nov.

Dec.

47.7

50.1

58.1

66.2

60.3

59.3

Predicted Reduction in Potable Water Consumption

2.58

L/day/m2

Other Predicted Recycled Water Consumption

0.00

L/day/m2

Total Predicted Recycled Water available to Fixtures

2.58

L/day/m2

Predicted Potable Water Consumption from Fixtures

0.52

L/day/m2

Predicted Recycled Water available to Fixtures

2.58

L/day/m2

-2.07

L/day/m2

Reflective scoop 60 Annual number oflight rain days >1mm:

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

2.46

Predicted potable water reduction due to rainwater harvesting (L/day/m2)

TOTAL REDUCED POTABLE WATER USE

GREYWATER HARVESTING Are there any greywater harvesting systems, and if so, do they comply with Local Authority requirements?

Greywater harvested is used for (please tick appropriate box(es)):

NET POTABLE WATER CONSUMPTION

Irrigation

WC & Urinal Flushing

Cooling Tower

Shower & Taps (treated to potable)

Fire System Testing

Other (daily demand in kL)

POINTS ACHIEVED:

0.000

Percentage of indoor taps used for greywater collection

100%

5 Back to Water Credits

Pivoting window

Percentage of showers used for greywater collection

20

Storage capacity of Greywater tank (kL) Other greywater Collection Sources

Wat-1 Occupant Amenity Water Predicted Potable Water Rating Benchmark

L/day

<enter description here>

0

<enter description here> <enter description here>

0

<enter description here>

0

2

0

0.13

Predicted potable water replacement due to greywater harvesting (L/day/m2):

Rain Collecting fins

BLACKWATER HARVESTING Are there any blackwater harvesting systems, and if so, do they comply with Local Authority requirements?

L/day/m

Points achieved

0.27

5

0.4

4

0.53

3

0.67

2

0.8

1

Blackwater harvested is used for (please tick appropriate box(es)): Irrigation

WC & Urinal Flushing

Cooling Tower

Shower & Taps (treated to potable)

Fire System Testing

Other (daily demand in kL)

3.000

Percentage of WC's used for blackwater collection

0%

Percentage of urinals used for blackwater collection

0%

Percentage of indoor taps used for blackwater collection

0%

Percentage of showers used for blackwater collection

0%

Storage capacity of Blackwater tank (kL) Other blackwater collection sources

L/day

<enter description here>

0

<enter description here> <enter description here>

0

<enter description here>

0

Predicted potable water replacement due to blackwater harvesting (L/day/m2):

Underfloor heating

0

Drain

0

0.00

The following estimated total reductions in potable water consumption is based on the data entered above and does not represent actual reduction of water consumption in the building.

2.58

Rainwater

Greywater

L/day/m2

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

Total Predicted Reduction in Potable Water Consumption

Blackwater

Interior environmental diagram circulation

Environmental Facade

Yang Jinhe S3305282