Cremorne Ice Shed by DK urbandesign

Cremorne Ice Shed MK&M: THE WAFFLE

Dong woo (danny) Kwak S3278341 Sarah Mcconville S3606059 Arch 1014 Technology 3 Semester 2, 2017

WEEK 1

Contents • Site Analysis Existing condition (Program/Height) Sun/Shadow Diagram Ciry of Yarra’s Planning Scheme Traffic Flow Diagram Site surrounding condition (Focal Points) • Architectural Shed Analysis Burnie Marker’s Workshop Ice Rink of Liege Anaheim Ice Zap Ados Bunnings Warehouse • Preliminary Design Case Study Concept Design on site Design Development • Precedent Research Pompidou Metz, Shigeru Ban Insulation/Water/Ice Floor Diagram • Cladding System Tile Lock System • BCA Study

CREMORNE ICE SHED

Arch 1014 Technology 3 - Semester 2, 2017

Tutor: Adi Atic

Project Outline

Scenario The Project In groups of 3 you are to design and develop an indoor ice rink the inner city suburb of CREMORNE. The site for the rink is on large site on 60-88 Cremorne Street, Cremorne 3121. between Parkins lane and Blanche Street. The Site is Approximately 76-89 Square Meters Most importantly your building will need to be a large span structure that uses basic steel frame/ portal frame. Try to find creative ways to express and realise your design. Drawings must be across a range of scales to explore the different parts of the building, eg 1:500, 1:100, 1:50, 1:20, 1:10 and 1:5.

Suggested references BCA (current edition) Newfert Architects data The New Metric Handbook Relevant trade literature Ching Building Construction Illustrated Handbook of Detailing – Ralph W Liebing Websites Bluescope Steel GBCA –Green Building Council of Australia SEVA –Sustainability and Environment Victoria. Documentation Drawing List Below is a checklist of the minimum drawing requirements for the final hand in. Site plan Ground floor plan Mezzanine plan Roof plan Elevations Longitudinal Section Cross sections x 2 Typical Wall Section Section Details x 3 Plan/Axo Detail x 1 Stair Details x 1

1:250 1:100 1:100 1:100 1:100 1:50 1:50 1:20 1:5 1:5 1:20 (showing whole stair in long section)

* Include other plan, section and/or axonometric details unique to your building design. A3 Bound Folio: Contents/Cover page Drawing Set at 50% scale

CREMORNE SITE ANALYSIS

GREEN ZONE

COMMERCIAL ZONE RESIDENTIAL ZONE

ZONE ANALYSIS On the site,

UNIVERSITY ZONE

08:00

09:00

10:00

11:00

12:00

13:00

14:00

15:00

16:00

SUN DIAGRAMS On the site,

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General Residential Zone Schedule 1

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General Residential Zone Schedule 2

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General Residential Zone Schedule 3

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Industrial 3 Zone Public Park And Recreation Zone Public Use Zone - Education Public Use Zone - Service And Utility Public Use Zone - Transport Road Zone - Category 1

ZONES

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General Residential Zone Schedule 4

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Mixed Use Zone Neighbourhood Residential Zone Schedule 1

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This map should be read in conjunction with additional Planning Overlay Maps (if applicable) as indicated on the INDEX TO MAPS.

Special Purpose CDZ2 CDZ3

Comprehensive Development Zone Schedule 2

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Scale: 1:5,010 AUSTRALIAN MAP GRID ZONE 55

Comprehensive Development Zone Schedule 3

PREPARED BY: Planning Mapping Services

Printed: 24/10/2016

INDEX TO ADJOINING SCHEME MAPS

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This publication is copyright. No part may be reproduced by any process except

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in accordance with the provisions of the Copyright Act.

Maps (if applicable) as indicated on the INDEX TO MAPS.

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This map should be read in conjunction with additional Planning Overlay

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Maps (if applicable) as indicated on the INDEX TO MAPS.

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State of Victoria.

Overlays LSIO

Land Subject To Inundation Overlay

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INDEX TO ADJOINING METRIC SERIES MAP

500 m

This publication is copyright. No part may be reproduced by any process except in accordance with the provisions of the Copyright Act. State of Victoria.

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This publication is copyright. No part may be reproduced by any process except

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MAP No 8SLO

CONCLUSION: City of Yarraâ&#x20AC;&#x2122;s planning scheme of our site shows that it is considered as Commercial zone surrounded by residential and educational area. This means that whatever we design will impact the local residents in their everyday life. The key element within the area is the Burnley Tunnel towards the North of the site, which might impact on the depth of the soil meaning we might not be able to dig much for piles and edge beams. To the South, the Yarra river tends to overflow after heavy rainfall and our site is very close to the flood prone zone meaning there could be danger of inundation if stormwater is not treated carefully.

Go ug

Morning hS t Cremorne St

Mid Day Go ug hS t

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Go ug hS t

Cubitt St

Dover St

Swan St

Dove St

Cremorne St

Wellington St

Dover St

Swan St

Punt Rd

Cubitt St

Cremorne St

Wellington St

Dove St

Punt Rd

Cubitt St

Dover St

Dove St

Cremorne St

Wellington St

Swan St

Gywnne St

Kelso St Punt Rd

Cremorne St

Punt Rd

Swan St

Cremorne St

Gywnne St

Punt Rd

Kelso St

Cremorne St

Gywnne St

Punt Rd

Swan St Swan St

Swan St

Swan St Swan St

Kelso St

Afternoon

TRAFFIC DIAGRAM

On the site, WE CAN ASCERTAIN THAT THE MOST FREQUENTLY USED ROAD ADJACENT TO THE SITE IS CREMORNE ST.

Punt Rd

Go ug

Site surrounding hS t

Vehical Movement/Focal Points Cremorne St

Gywnne St

Punt Rd

Cremorne St

Cubitt St

Cremorne St

Wellington St

Dover St

Dove St

Punt Rd

Swan St

Swan St Swan St

Kelso St

Punt Rd

CONCLUSION: The site analysis shows there are four key intersections which are important to our building. The building should be seen from these locations as these points are the only entrance to the site if you are walking. Another key element in this area is that many of the adjacent roads are oneway only, meaning the route to the site is limited and restricted. The orientation of the ice rink should be done to accommodate these issues.

CREMORNE ICE SHED

Arch 1014 Technology 3 - Semester 2, 2017

Tutor: Adi Atic

CREMORNE ICE SHED

Arch 1014 Technology 3 - Semester 2, 2017

Tutor: Adi Atic

Week 1-2:

Precedent Research and Analysis – Group Work In groups of 3, visit and research key examples (see below) of large span ‘shed’ buildings and present them in A3 format to pin up and present to the class in next week’s tutorial. Each GROUP should present a minimum of 2 A3’s (landscape format) per building, with the view that research is to be shared with other students in the class. These buildings will be a valuable resource for the semester so find examples with plenty of information. Research and visit three of the following: • • • • •

ICE RINK – REFERNCE http://icelegendsaustralia.com/MAI.html

Week 1-2: (continued...)

Officeworks, South Melbourne by Bird De La Coeur Bunnings Warehouse, Port Melbourne by NH Architecture Cost-Co, Docklands by NH Architecture Goods Shed, Docklands by BVN Architecture Melbourne Exhibition Centre, Southbank by DCM

Examine each of the buildings with regard to the following: -

+ Research three of the following: • • • • • •

Burnie Makers Workshop, Tasmania by Terroir Architects UTAS School of Fine Furniture, Tasmania by Six Degrees Glacial Water Bottling Plant, Patagonia, Chile, Panorama Arquitectos ZAP’ADOS, Calais, France by Bang Architects Deepwater Woolshed, Wagga Wagga, NSW by Stutchbury & Pape Find three other precedent

Site Analysis and Response – Group Complete a site analysis to identify and record site characteristics. The intent is to identify the important elements on the site which will inform the design of your building. These elements should include:

- On one page describe the building using drawings, images and notes outlining the design features, function, size, structure and materials of the building. Gather as much information as possible about the structure – scale off drawings, or take a tape measure. Critical information includes: - column sizes - beam sizes - span of the structure - distance between structural elements

- solar orientation and access - existing buildings, structures and their uses on site - trees - existing and potential circulation routes (think about the impact of your building) - site entry - character of existing surrounding buildings - fences and gates - vehicular movement patterns - views into and from the site - anything else you feel is of importance - document your site analysis as a series of diagrams

- On a second page draw a diagrammatic plan and section of the building focusing on the structure. - Highlight the vertical elements on the plans (columns and/ or walls) - Highlight the roof members on the section (beams, trusses). In addition to the above, research and visit, three of the following precedent Ice Rink:

Using the REVIT skills developed in Architectural Technology 2, convert the plan information provided to you into a REVIT drawing

• Visit - Obrien Ice House – Docklands Everyone Should go Ice Skating for Public Session and Document this event. • Research – Anaheim Ice Rink by Frank Ghery. Look at Plans sections and elevations, structural systems, materials, glazing architectural features etc. • Research – Vaillant Arena – Davos Switzerland (in particular the structure) • Ice Rink of Liege - L'Escaut Architectures + BE Weinand - Liege, Belgium

Compare the planning and spatial arrangement between the research of your rink precedent study and the visit to Obrien Ice House. Provide information on things such seating arrangements seated grand stands vs standing, change rooms, toilets public spaces, public amenities, fire exists, disabled access, mechanical systems in particular the ice coolers. landscapes, parking and any architectural features which may be interesting to you. And finally do research on the size of the ice rink – (Olympic size vs North American.

General planning and program, Circulation of users Large span steel work Cladding system or concrete/masonry – impact on the design as well as the structure? Glazing system – is it operable, fixed, orientation, shading? Ventilation – natural or mechanical? Planning of Facility (pay attention to entries and emergency exits) Mechanical plant – Where is located? How much space does require?

Identify the opportunities and constraints of the site on a scaled site plan, or as a series of diagrams representing individual phenomenon (circulation, sun paths etc.). Consider the options and decide where you will locate your building.

By next week your group should have a scaled site plan at 1:200 or 1:250 to bring along to the next tutorial.

STRUCTURAL Analysis

BUNNINGS warehouse, port melbourne nh architects

officeworks south melbourne bird de la coeur

o brien ice house docklands

bernie makers workshop terroir architects

Burnie Makerâ&#x20AC;&#x2122;s Workshop

1 1 2 3

http://www.terroir.com.au/articles/projects/burnie-maker-s-workshop

1. unequal legs L-section 2. i-section ~(460ub67) 3. square hollow section ~(200^2)

http://www.terroir.com.au/articles/projects/burnie-maker-s-workshop

Approx. 20m span (no scaled drawings avail.)

Glacial water Bottling plant,\ patagonia, chile panoroma archquitectos

liege ice rink belgium lâ&#x20AC;&#x2122;escaut architectures + BE weinand

such seating arrangements seated grand stands vs standing, change rooms, toilets public spaces, public amenities, fire exists, disabled access, mechanical systems in particular the ice coolers. landscapes, parking and any architectural features which may be interesting to you. And finally do research on the size of the ice rink â&#x20AC;&#x201C; (Olympic size vs North American.

Ice Rink of Liege

http://www.archdaily.com/416177/ice-rink-of-liege-l-escaut-architectures-be-weinand

82 metre span (longest) 56 metre span (transverse)

Glued laminated timber structure Members are diverse & numerous. Timber appears 400mm thick

anaheim ice rink frank ghery

84m span Glulam beams Douglas ďŹ r purlins

laminated timber (glulam)

ZAPâ&#x20AC;&#x2122; ADOS

All I Sections

vaillant arena davos, switzerland

WEEK 3 AND 4

CREMORNE ICE SHED

Arch 1014 Technology 3 - Semester 2, 2017 Tutor: Adi Atic

Week 3: Design 1. Sections- Based t h e k n o w l e d g e g l e a n e d f r o m t h e l e c t u r e a n d on feedback given in your tutorial. Choose the best section (or combine sections) to develop. Define/refine the primary structural members in terms of material and sizes. 2. Facades- Design the building envelope to ensure ……. Set-up elevation drawings of the envelope. Present these at the next class. All drawings presented at scale and with grid-lines. 3. Massing + Ground Plan: Make a massing model of each of the three options above at 1:200. Present a plan at 1:200 indicating column set-out I grid-lines and indicate key program areas. Note: Models are to be continually updated as the design develops and be presentable for midsemester I end of semester presentations.

Research While developing your sections (as above), research the following junctions for your primary structure:  Columns and Beams / Truss, shear panels  Type  indicative sizes - to span the distance required I carry load required 2. Connections • column to beam- may require more than one type depending on your design • column to floor slab Present on A3 template in the project folio - use photos,2d or 3d drawings along with your own sketches. Cite all references - find info here: http://www1.rmit.edu.au/library/referencing

Documentation Drawing conventions: Develop a drawing numbering system incorporating the following elements:  project number  drawing type  drawing number  Revision number Example:1004_A-201_A =Project Number I A for Architectural I Drawing number I Revision Number) More information:

http://www.aia.org/aiaucmp/groups/ek members/documents/pdf/aiap

Preliminary Design

Groundfloor Plan Case Study

1st/2nd Floor

Preliminary Design

Ground Floor

1st Floor

Existing Car Park

Extruding floors to provide sunlight to neighboring houses

Moving the Carpark under

Creating curve roof structure

Design Development

Section + Front Elevation of preliminary Design

Perspective view of preliminary structure within site

design precedent

shigeru ban, pompidou metz

primary structure

ade Po-

pproxoof a on only

ructure orming y a cenars.’’

columns and beams

DESIGN PRECEDENT

Trusses columns, beams, trusses, shear panels type

cladding: a waterproof membrane made from fibre glass and teflon (PTFE or Poly-Tetra-Fluoro-Ethylene).

This mesh enables the roof to span approximately 40 metres, and to make the roof a http://images.adsttc.com/media/images/5332/4e2e/ c07a/80cb/6b00/008f/slideshow/POMPIDOU_METZ_292. self-supporting component, resting on only jpg?1395805731 http://codylee.co/wp-content/uploads/2015/04/Pompidou-Metz.jpg a few supporting parts ‘‘The building is a two-curve superstructure with an assembly of wooden beams forming hexagonal modules and supported by a central metal tower and four conical pillars.’’

indicative sizes

http://images.adsttc.com/med c07a/80cb/6b00/008f/slidesho https://www.dlubal.com/-/media/Images/website/pages/downloads-and-info/references/customer-projects/2010/0277/0277-functionality.png jpg?1395805731 https://au.pinterest.com/pin/303641199856500635/

http://codylee.co/wp-content Wooden beams spaced 2.90 metres apart 200mm by 500mm planks of timber The individual elements - glulam planks - are curved in two directions. (SOLUTIONS: ROOFING - hats off to shigeru ban’s pompidou-metz. (2007). Building Design, , 16)

http://www.centrepompidou-metz.fr/en/roofing

http://www.centrepompidou-

jpg?1395805731

http://codylee.co/wp-content/uploads/2015/04/Pompidou-Metz.jpg

cture ming a cens.’’

Trusses columns, beams, trusses, shear panels type indicative sizes

https://au.pinterest.com/pin/303641199856500635/ https://www.dlubal.com/-/media/Images/website/pages/downloads-and-info/references/customer-projects/2010/0277/0277-functionality.png

http://www.centrepompidou-metz.fr/en/roofing

Wooden beams spaced 2.90 metres apart 200mm by 500mm planks of timber The individual elements - glulam planks - are curved in two directions. (SOLUTIONS: ROOFING - hats off to shigeru ban’s pompidou-metz. (2007). Building Design, , 16)

https://au.pinterest.com/pin/303641199856500635/ https://www.dlubal.com/-/media/Images/website/pages/downloads-and-info/references/customer-projects/2010/0277/0277-functionality.png

connections beams to columns

beams conne colum colum

connections beams to columns connections column to beam column to floor slab

CEILING TO CURTAIN WALL CONNECTIONS

Beams to columns

https://c1.staticflickr. com/5/4102/4783859351_bd09d0608e_b.jpg https://www.google.com.au/search?q=centre+pompidou-metz+structure+details&tbm=isch&tbs=rimg:CcSaC7JHDYFmIjgPXRDqVQlDy0mvwjUENd8QCNh9nX1OcwOVVNB08u5NBbxZcazBeCv1p5migD3u3pfUbuLwaQTG-yoSCQ9dEOpVCUPLEeRa4iTeyiYEKhIJSa_1CNQQ13xARL2w1QeVd-egqEgkI2H2dfU5zAxGld6Fz12NuzioSCZVU0HTy7k0FET5XDitumUUnKhIJvFlxrMF4K_1URhxYFKPX7F2MqEgmnmaKAPe7elxF4BNEHji3igyoSCdRu4vBpBMb7EX0dhQ7lf3lV&tbo=u&sa=X&ved=0ahUKEwiCkvj9lrXVAhWLH5QKHTrYBOgQ9C8IHw&biw=1034&bih=662&dpr=1#imgrc=fixuVVEFmGLYHM:

Beams to columns

15.00 100.00

5.00

60 .50 254

Cruciform Connector omitted.

200.00

237.00

375

220 400.00 42

200.00

R100.00

The

CEILING TO CURTAIN WALL CONNECTIONS

relevant literature

DETAILS

Concrete Walls The exterior wall structure of an ice rink is commonly based on the idea of air tightness and the simplest walling is done by using different metal sheet panels. These panels are simple, pre-fabricated sandwich elements, that have an inside core of thermal insulation and both sides covered with metal sheets.

WEEK 5

CREMORNE ICE SHED

Arch 1014 Technology 3 - Semester 2, 2016 Tutor: Adi Atic

Week 5: Design

Continue to work up the Plans,Sections and Elevations to a high degree of resolution. Present these at the next class. Ensure all drawings are to scale with grid-lines indicated and drawn on title blocks.

Research: Cladding Conduct research into at least three different types of cladding that would suit your project. Incorporate example details and images to support your findings. Consider fixings, junctions, translucency/opacity and their internal finished effect.

Present each on an A3 template. BCA (or National Construction Code) Conduct an analysis from the following sections of the BCA (Building Code of Australia) and adjust your plans based on your findings: -Determine the Classification of the building- A3.2 -Section D- (with special reference to D1.4 Travel di stances to exits and number of exits required) - Section F- (with special reference to table f2.3 /f2.4- Number of Toilets, Urinals and Washbasins)

RMIT library access to the BCA: http://rmit.libguides.com/content.php?pid=17336&sid=3467436 Documentation Begin to show the following on your drawings  Structure and cladding systems drawn separately,  Use line weights (heavy for structure > light for furniture)  Section lines  Grid lines+ bubbles  RL triangles  FCL + FFL tags  Referencing tags  Dimensions to grid-lines

Other drawing protocols 1. On the Plans- Situate the section lines for a Cross Sections and a Longitudinal Section. Ensure these Sections will best describe both 'typical and 'unique' parts of the building. 2.

On the Plans and Sections nominate a minimum of 3x plan details and 3x section details. Ensure that elements such as footing, window I glazing, roof gutter and sky light are covered.

cladding CLADDING -Tile lock system

ElZinc Square Tiles

Structural underlays are commonly made of an air-permeable, fibrous mat, and are inADDING stalled directly over the substrate or over a ile lock system membrane. This mat lifts the zinc off the membrane or substrate below, providing a thin air layer (≈8mm) which allows air to get to the underside of the zinc, drying out any condensed water vapour and preventing possible underside corrosion problems. If the mat is combined with a breather membrane (some types are available loosely bonded to a breather membrane) or other type of waterproofing membrane, it also facilitates drainage of condensate (or indeed any rainwater that peneuctural underlays made to of the gutter. trated the zincareincommonly heavy weather) air-permeable, fibrous mat, and are inled directly over(cold) the substrate Ventilated roofs or over a mbrane. mat lifts the zincanoffairthe TheseThis designs introduce layer under the mbrane or substrate a thin air out substrate which below, draws providing warmed, moist layerfrom (≈8mm) which allowsThis air to get also to helps to under the zinc. layer underside of the drying out any con- keeping dissipate heatzinc, in the summer months, sed water vapour and preventing possible the building cooler.

The tiles are attached to a T-sheet, by a metal kink in the underside. The tile rows are then stacked on top of one another.

This tile-like system uses a simple interlocking fold o all four sides, two of which will be the over-cloak and the other two become the under-cloak. Field-fabricated from zinc-alloy sheets. The tiles have an extended edge, which • Thickness: [.031” (0.8 mm)] [.039” (1.0 helps prevent rain from flowing into the gap. mm)]. • Seal against weather. • Provide finished appearance.

ElZinc Square Tiles

The tiles are attached to a T-sheet, by a metal kink in the underside. The tile rows are then stacked on top of one another.

The tiles have an extended edge, which helps prevent rain from flowing into the gap.

This tile-like system uses a simple interlocking fold on all four sides, two of which will be the over-cloak and the other two become the under-cloak. Field-fabricated from zinc-alloy sheets. • Thickness: [.031” (0.8 mm)] [.039” (1.0 mm)]. • Seal against weather. • Provide finished appearance.

The tiles are attached to a T-sheet, by a metal kink in the underside. The tile rows are then stacked on top of one another.

CLADDING -Tile lock system

This tile-like system uses a simple interlocking fold on all four sides, two of which will be the over-cloak and the other two become the under-cloak.

ElZinc Square Tiles

Field-fabricated from zinc-alloy sheets. • Thickness: [.031” (0.8 mm)] [.039” (1.0 mm)]. • Seal against weather. • Provide finished appearance.

Structural underlays are commonly made of an air-permeable, fibrous mat, and are installed directly over the substrate or over a membrane. This mat lifts the zinc off the membrane or substrate below, providing a thin air layer (≈8mm) which allows air to get to the underside of the zinc, drying out any condensed water vapour and preventing possible underside corrosion problems. If the mat is combined with a breather membrane (some types are available loosely bonded to a breather membrane) or other type of waterproofing membrane, it also facilitates drainage of condensate (or indeed any rainwater that penetrated the zinc in heavy weather) to the gutter. Ventilated (cold) roofs These designs introduce an air layer under the substrate which draws warmed, moist air out from under the zinc. This layer also helps to dissipate heat in the summer months, keeping the building cooler.

The tiles are attached to a T-sheet, by a metal kink in the underside. The tile rows are then stacked on top of one another.

The tiles are attached to a T-sheet, by a metal kink in the underside. The tile rows ROOFING SYSTEM are then stacked on top of one another. The tiles are attached to a T-sheet, by a metal kink in the underside. The tile rows are then stacked on top of one another.

The tiles have an extended edge, which helps prevent rain from flowing into the gap.

BCA ANALYSIS

categorisation Categorisation According to the BCA, the Ice Bahn is a Class 9B: Assembly building, where people assemble for entertainment, recreation or sporting purposes. T The Ice Bahn also has a restaurant and retail spaces, which fall under the category of Class 6. Class 6 may comprise a cafĂŠ or restaurant, and a market or sale

STRUCTURAL D1.13 Numbers of Persons Accommodated This is calculated by dividing the floor area by the number of m2 per person Space per person (m2) Dining Room: 1 Indoor Sports Stadium: 10 Spectator Stand: 0.3 Patient Care Areas: 1 Shop: 5 Skating Rink.:1.5

Clearances H1.4 Seating In a seating Area, the gradient must not be more than 1 in 8. The height of each step not more than 600mm, opening not more than 125mm. The clearance between rows should not be less than 300m if distance to aisle is less than 3.5m (otherwise, 500m).

performance requirements Fire Protection of Materials The Ice Bahn uses ‘massive timber’ which needs to be protected. 2.1a.i. by a ‘non-combustible fire-protective covering.’

C1.13 Cavity Barriers For Fire-Protected Timber Cavity Barriers must be provided at concealed junctions between fire-resisting floor/cieling assemblies and walls, as well as cieling assemblies and non-combustible external walls.

D1.7 FRLs for Fire-Isolated Exits

P2.2.1 Surface Water

(a) surface water, resulting from a storm having an average (c) Where a path of travel from recurrence interval of 20 years a point of discharge necessitates passing within 6m of an external must be conveyed to an outfall by a drainage system. wall, that part of the wall must have an FRL of at least 60/60/60.

Walls

Water Peneration

R Value of External Walls

J1.5a- Thermal Performance Minimum R value of 2.8, for an external wall that is aprt of an envelope.

F.1. 13 The glazing on external walls must comply with resistence to water penetration.

Climate zone 6- wall must achieve R value of 2.8

P2.2.2. Weatherproofing A roof and external wall must prevent the penetration of water that could cause (b) undue dampness or deterioration of building elements

egress and access 21.0 Provision for Escape D1.4 Exit Travel Distances D1.5 Exits as an alternative means of egress must be less than 60m apart. D1.4 (d) The distance to one of the exits may be 60m if (I) the path of travel is through another area that is a corridor, hallway, lobby or (iii) the maximum distance does not exceed 40m within the room or 20m from the doorway through to the exit.

D1.7 Travel Via Fire-Isolated Exits

D1.5 Distance between Alternative Exits

(a) a doorway from a room mjst not open directly into a stairway or passageway that is required to be isolated, unless it is from (i) a public corridor (b) The exit must provide indedepndent egress from each storey onto a (i) road or open space

Exits that are required as alternative means of egress must be (a) evenly distributed within/around the storey (b) not less than 9m apart (c) not more than 60m apart

construction of exits D1.2 Number of Exits Required a. All buildings - every building must have at least one exit frm each storey Class 9: In addition, not less than two exits must be proivded from (vi) any storey or mezzanine that accommodates more than 50 persons.

D1.6 Dimensions of Paths of Travel To Exits D1.6. TUnobstructed travel width of a passage to an exit of a floor accommodating 100-200 people must be 1m + 250 for each person (or 500 for more than 200 persons).

Lifts Each building must have at least one emergency lift. Emergency lift must comply with E3.2. Accommodate a stretcher measuring 600 X 2000 X 1400 high.

D1.6 Dimensions of Exits (a) The unobstructed height must not be less than 2m (a) The unobstructed width must not be less than 1m (d) If the storey accommodates more than 200 people, the width must be increased to 2m plus 500mm/75 people in excess of 200 people. Seating for 792. people-, capacity for 1000 people. exits: not less than 2 m hight+ 7.3 m wide. door dimension: (f) doorway not less than (2.2250mm) = 970mm wide.

SYSTEMS AND GENERAL FACILITIES Waste Disposal

External Cladding

Safety and standardisation D2.13 Stairs.

D2.17 Handrails

width of stairs: 190 Riser (max), 355 Going (max) maximum 19 steps before a landing.

Handrails must be located along at least one side of the flight (both, if more than 2m)

Landings D2.14 Landings must not be less than 750mm long

sanitary FACILITIES Bathrooms

Toilet Dimensions

Showers

Health and Amenity. F.2.3. For the 9b category, there must be 1 per 20 closet pans for males and 1 per 15 for females; 1 urinal per 20 males, and 1 washbasin per 30 males and 1 per 30 females.

Typical standard toilet cubicle size is 900mm wide x 1500mm deep overall. For showers, this depth can be extended to 1800mm overall with the inclusion of a wing wall and shower seat.

F.2.3. Iv. Class b sporting venues must provide 1 shower for every 10 participants.

In a class 6 (restaurant), there must be 1 closet per 100 males and 25 females; 1 washbasin per 50 males and 50 females, and 1 urinal per 50 males. d3. Access for people with a disability D3.1 General Access

Accessible Individual Washrooms

In a class 9b building, there needs to be access to all areas used by other patrons, with the exception of tiers of seating that providewheelchair seating spaces.

They should have (a) a minimum dimension between opposite walls of 1750mm or more (b) have a clear space of 900mm by 1500mm mm or more adjacent to the closet

D3.9 Wheelchair Seating Spaces For 151-800 fixed seats, there needs t3 spaces, plus 1 9in addition to every 50 seats; andbe no less than 1 group of 2 spaces.

week 6

CREMORNE ICE SHED

Arch 1014 Technology 3 - Semester 2, 2017 Tutor: Adi Atic

Week 6: Lecture - Documentation

Tutorial Engineering reviews

Present the first complete draft of the following drawings at A1: - Site plan (showing roof and falls) 1 :500 @ A3 I1 :250@A1 - Ground floor plan

1:200 @ A3/ 1:100 @A1

- Sections x2

1:200 @ A3/ 1:100 @A1

- Elevations x2

1:200 @ A3/ 1:100 @A1

- Section details x3 Sketch

1 :5 @A3

All drawings should display use of: Line weights I Section lines I Grid lines +bubbles I RL triangles I FCL + FFL tags / Referencing tags I Dimensions to Gridlines

Model:

1:50 Structural model

A3 book:

Present your research (with drawings listed above) in an A3 booklet: - Cover - Contents page (with report numbering system) - Architectural sheds WK02 WK03 - Structural analysis I research WK04 - Cladding - BCA analysis WK04

Research

Decide which building junctions to draw in detail. It is a good idea to first establish your typical wall section, the principle of which can then be used to set up most external building junctions.

For your 1:20 Typical Wall Section detail you will need to think about:

External cladding material – how thick is it? What size are the elements? How does it look in the elevation? Waterproofing – How is the building waterproof between cladding parts? How are you keeping the water out? Insulation – What insulation value (R value) is required for your walls and roof? (refer to Section J of the BCA) How will you achieve this?  Building Membranes – Your building needs to be wrapped in layers of material which controls moisture movement. These are typically drawn in details as thick dashed lines. Melbourne buildings should typically have both a: Vapour Barrier – This prevents moisture and condensation getting into the insulation and wall/ roof structure. In cold climates this should be inside the insulation. - Breathable Membrane (Sarking) ‐ This prevents water getting into the building, but allows water vapour to move from the inside to the outside to prevent build up. This should be outside the insulation layer.  Structural connections – How is the cladding fixed to the structure? Major structural connections will also appear in some details – these must be designed also.

  

MATERIAL RESEARCH

FLOOR

WINDOWS

Underground: Sub-soil heating system Engineered-fill, self-draining soil can be placed below the ice sheet, with a minimum depth of 24 inches. This helps provide proper drainage of the site and potentially space for the heating system.

Double glazing has properties that make it beneficial to sound muffling, energy efficiency. The argon gas layer has a 34% lower thermal conductivity than air, which causes it to heat up slower. This improves the u value by 30%. The argon gas has a life-time equivalent to the glass itself.*

WALLS

CLADDING

PremierWood Walls: To improve the energy efficiency of the rink the airtight polyurethane elements are equipped withlow emissivity coating laminated on the indoor surface of the elements. The elements have also acoustic dressing which improves the acoustic atmosphere of the rink. The thickness of the insulation layer should be below 120 mm. Extruded polystyrene insulation is sandwiched between two concrete layers held together by specially designed THERMOMASS connectors.

PremierWood is a high quality appearance grade plywood sheeting for interior lining applications. Previously known to the market as Exterior, the product was originally named due to the type of glue used between the sheets of veneer. The actual veneer fibre of the plywood is untreated and therefore unsuitable for installation in an exposed outdoor environment. To use this type of high grade plywood in exterior/outdoor situations requires the product to be treated with a decay resistant preservative such as Boral’s CoreTreat H3 or H4. Features and benefits • Manufactured to stress grade F14 • Suitable for expressed joint ceiling applications or negative detail shop fitouts • Has natural sound attenuation properties that can reduce ambient noise generated by sound deflections from concrete floors • Can be slotted or drilled to provide enhanced sound attenuation properties and form part of sound wave isolation systems • 40 year warranty with a Marine bond that is heat, cold and waterproof • Available in panel sizes: 2400mm x 1200mm and some selected 1800mm x 1200mm sheets • Available in the following thicknesses: 4mm, 6mm, 7mm, 9mm, 12mm, 15mm, 18mm, 25mm PremierWood in ceiling application P

MK&M Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail

Project Address 60-88 Cremorne Street, Cremorne 3121.

No.

Description

Date

City of Yarra EISHAUS Title Page Project number Date

20170808 22/08/2017

Drawn by

MKNM

A112 1

Ice Rink Perspective View

Scale

A.A 8/22/2017 6:42:19 PM

Checked by

MK&M

Project Address 60-88 Cremorne Street, Cremorne 3121.

No.

Description

Date

City of Yarra EISHAUS Site Plan Project number Date

20170808 22/08/2017

Drawn by

MKNM A.A

Checked by

A113

NORT H

Site 1 : 150

Scale

1 : 150

8/22/2017 6:42:44 PM

A120

A122

A121

LINE OF ROOF ABOVE

WT01

EQUIPMENT 0.02

CHANGE ROOM FIGURE

CHANGE ROOM HOME

CHANGE ROOM AWAY

CHANGE ROOM SHORT TRACK

CLEANING

0.03

0.05

0.06

0.07

MK&M

FIRE ESCAPE

0.08

D06

0.08

A D02

WALL TYPE LEGEND

D03

WT01

D01

110 PRECAST CONCRETE PANEL 100 RIGID INSULATION 110 PRECAST CONCRETE PANEL

D01

WT02 110 PRECAST CONCRETE PANEL

B DRY ROOM 0.19

PLUMBING

D02

0.19 WT01

D STORAGE (GOALS AND SHORT TRACK)

D05

0.18

A121

ICE RINK

Project Address 60-88 Cremorne Street, Cremorne 3121.

0.01

G A120

ZAMBONI 0.17

D05

A119

No.

Description

Date

D01 D05

MECHANICAL (COMPRESSORS) 0.16 D02

I FIRE EXTINGISH

WT01

LINE OF ROOF ABOVE

0.14

ELECTRICAL CONTROL 0.13

SKATE AND MAINTENANCE 0.12

City of Yarra

D02

D04

D03

HEAD OFFICE & FIRST AID 0.11

D04

EISHAUS

D03

LIFT

1 A122

0.10

CHANGE ROOM PUBLIC 01

MEETING ROOM

0.16

0.15

TICKETING

SKATE HIRE

SHOP

CHANGE ROOM PUBLIC 02

0.14

0.13

0.12

0.16

0.10

WT02

STAIRS

Ground Floor Plan

LIFT

STAIRS

0.09

Project number

0.09

Date

22/08/2017

D01

A119

D01

Drawn by

WT03 2

1 : 100

A.A

A115

NORT H

Ground Floor

MKNM

Checked by

A121

20170808

9 LINE OF ROOF ABOVE

Scale

As indicated

8/22/2017 6:42:51 PM

LINE OF ROOF ABOVE

A121

A120

A122

WT03

ICE HOCKEY TEAM ROOM

STRECH ROOM

1.01

1.02

SCORE BOX

WT03

1.03

VIP

FIGURE SKATE OFFICE

SHORT TRACK OFFICE

ICE SKATING OFFICE

1.04

1.05

1.06

1.07

WT02

WT03 WT02

MK&M

D03

D06

D02

D04

D02

D04

D02

D06

B WT03

A121

Project Address 60-88 Cremorne Street, Cremorne 3121.

G A120

1 2

A119

No.

Description

Date

LINE OF ROOF ABOVE

J K

City of Yarra WT03

WT03

EISHAUS

WT03

D03

LIFT

1 A122

WT03

GYM

1.10

D03

RESTAURANT

1.09

1.08

Mezzanine Floor Plan

1 A122

1.10

LIFT DN

Project number Date

WT03

A119

20170808 22/08/2017

Drawn by

Author

Checked by

A121

A122

NORT H

Mezzanine 1 : 100

9 LINE OF ROOF ABOVE

Checker

A116

11 Scale

1 : 100

8/22/2017 6:42:59 PM

A122

A121

LINE OF ROOF ABOVE

A120 2

MK&M A

A121

Project Address 60-88 Cremorne Street, Cremorne 3121.

G A120

1 2

A119

No.

Description

Date

LINE OF ROOF ABOVE

J K

City of Yarra EISHAUS

CAFE

2.02

2.01

A122

Level 01 Plan

LIFT

2.03

A122

Project number

Date 1

22/08/2017

Drawn by

Author

A119 2

A122

A121

Checked by

Level 1 1 : 100

Checker

A117

NORT H

20170808

9 LINE OF ROOF ABOVE

Scale

1 : 100

8/22/2017 6:43:11 PM

BALCONY LIFT

MK&M A120 2

A120

1 2

A119

Project Address 60-88 Cremorne Street, Cremorne 3121.

No.

Description

Date

1 A119

City of Yarra EISHAUS Roof Plan Project number Date

22/08/2017

Drawn by

Roof Plan 1 : 150

Author

Checked by

Checker

A118 Scale

1 : 150

8/22/2017 6:43:29 PM

NORT H

20170808

2 A122

2 A121

MK&M

Level 1 6500

Mezzanine 3500

Ground Floor 0

Elevation East 1 : 100

Project Address 60-88 Cremorne Street, Cremorne 3121. 1

A122

A121

A No.

Description

Date

Level 1 6500

Mezzanine 3500

City of Yarra EISHAUS

Ground Floor 0

Elevation 01

Elevation North 1 : 100

Project number Date

20170808 22/08/2017

Drawn by

Author

Checked by

Checker

A119 Scale

1 : 100

8/22/2017 6:44:04 PM

A121

A122

MK&M

Level 1 6500

Mezzanine 3500

Ground Floor 0

Elevation South 1 : 100

Project Address 60-88 Cremorne Street, Cremorne 3121.

No.

A121

A122

Description

Date

City of Yarra EISHAUS Level 1 6500

Elevation 02

Mezzanine 3500

Project number Date

Drawn by

Author

Checked by

Elevation West

20170808 22/08/2017

Checker

A120

1 : 100

Scale

1 : 100

8/22/2017 6:44:40 PM

Ground Floor

A122

A121

MK&M

Level 1

WT03

D02

D03

D04

D02

6500 WT03 Mezzanine 3500

D02 ICE RINK

WT01

0.01 Ground Floor 0

A124

Section AA 1 : 100

A121

A122

Project Address 60-88 Cremorne Street, Cremorne 3121.

No.

Description

Date

Level 1 6500

D06 FIGURE SKATE OFFICE

RESTAURANT

1.05

1.08

Mezzanine 3500

CHANGE ROOM AWAY 0.05

ICE RINK 0.01

SHOP 0.12

Ground Floor 0

City of Yarra 2 A123

EISHAUS

1 A123

1 : 100

Sections 01 Project number Date

20170808 22/08/2017

Drawn by

Author

Checked by

Checker

A121 Scale

1 : 100

8/22/2017 6:45:06 PM

Section BB

2 A121

2 A122

MK&M

D03

D03 WT03

RESTAURANT

WT03

D03

Level 1 6500

GYM

WT03

1.09

1.08

Mezzanine 3500

STAIRS

LIFT

CHANGE ROOM PUBLIC 02

0.09

0.10

0.16

SHOP

WT02

TICKETING

SKATE HIRE

WT03

0.12

0.14

0.13

MEETING ROOM

WT02

0.15

CHANGE ROOM PUBLIC 01

LIFT

STAIRS

0.16

0.10

0.09

HEAD OFFICE & FIRST AID 0.11

Ground Floor 0

Section CC 1 : 100

A121

A122

Project Address 60-88 Cremorne Street, Cremorne 3121.

No.

Description

Date

Level 1 6500 WT03

D06

Mezzanine 3500

0.01

Ground Floor

City of Yarra

EISHAUS

Section DD

Sections 02

1 : 100

Project number Date

20170808 22/08/2017

Drawn by

Author

Checked by

Checker

A122 Scale

1 : 100

8/22/2017 6:45:34 PM

ICE RINK

LINE OF ROOF ABOVE

A121

A120

A122

WT03

ICE HOCKEY TEAM ROOM

STRECH ROOM

SCORE BOX

1.01

1.02

1.03

WT03

VIP

FIGURE SKATE OFFICE

SHORT TRACK OFFICE

ICE SKATING OFFICE

1.04

1.05

1.06

1.07

WT02

WT03 WT02

MK&M

D03

D06

D02

D04

D02

D04

D02

D06

B WT03

A121

Project Address 60-88 Cremorne Street, Cremorne 3121.

G A120

1 2

A119

No.

Description

Date

LINE OF ROOF ABOVE

J K

City of Yarra WT03

EISHAUS

WT03

D03

LIFT

1 A122

WT03

GYM

1.10

D03

RESTAURANT

1.09

1.08

Mezzanine Floor Plan

1 A122

1.10

LIFT DN

Project number Date

WT03

A119

22/08/2017 Author

Drawn by

2 2

Checked by

A121

A122

NORT H

Mezzanine 1 : 100

9 LINE OF ROOF ABOVE

20170808

Checker

A116

11 Scale

1 : 100

8/22/2017 7:38:26 PM

WT03

A122

A121

LINE OF ROOF ABOVE

A120 2

MK&M A

A121

Project Address 60-88 Cremorne Street, Cremorne 3121.

G A120

1 2

A119

No.

Description

Date

LINE OF ROOF ABOVE

J K

City of Yarra EISHAUS

CAFE

2.02

2.01

A122

Level 01 Plan

LIFT

2.03

A122

Project number

Date 1

22/08/2017 Author

Drawn by

A119 2

A122

A121

Checked by

Level 1 1 : 100

Checker

A117

NORT H

20170808

9 LINE OF ROOF ABOVE

Scale

1 : 100

8/22/2017 7:39:49 PM

BALCONY LIFT

Notes:

Sample Notes

Consultant Address Address Phone Fax e-mail

REV STATUS:

DESCRIPTION

DATE

Project Status

MKNM Design Studio

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

CLIENT:

City of Yarra ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

Ice Rink Perspective View

Title Page SCALE AT A0:

DATE:

PROJECT NO:

DRAWING NO:

DRAWN:

08/15/17

20170808

MKNM

A100

CHECKED:

A.A REVISION:

week 7

Notes: 9241

12950

11032

12760

14982

28742

6081

Sample Notes

28742

A202

A302

A301

WALL TYPE LEGEND LINE OF ROOF ABOVE WT01

WT01

110 PRECAST CONCRETE PANEL 100 RIGID INSULATION 110 PRECAST CONCRETE PANEL

1337

D06

WT02

D06

110 PRECAST CONCRETE PANEL

CHANGE ROOM AWAY

CHANGE ROOM HOME

CHANGE ROOM SHORT TRACK

CLEANING

0.03

0.05

0.06

1.12

5970

CHANGE ROOM FIGURE

LAUNDARY 1.11

1050

A D03

1190

4751

D01

2800

3000

D02 D01

B 3251

DRY ROOM

2362

0.19

PLUMBING

D02

0.19 5588

WT01

E 4991

ZAMBONI ROOM

A301

26125

6123

23810

0.18

ICE RINK 0.01

4700

A202

STORAGE (GOALS AND SHORT TRACK) N

0.17

D05

H 4400

D01 D05

MECHANICAL (COMPRESSORS) 0.16 D02

I FIRE EXTINGISH

LINE OF ROOF ABOVE

4000

WT01

WT02

0.14

ELECTRICAL CONTROL

2000

2526

A201

3000

67410

0.13

SKATE AND MAINTENANCE

24341

5640

5000

0.12

D02

D03

HEAD OFFICE & FIRST AID

0.11

D03

11143

REV STATUS:

LIFT

C A302

0.10

CHANGE ROOM PUBLIC 01

MEETING ROOM

TICKETING

0.16

0.15

0.14

D01

WT02

SKATE HIRE

SHOP

CHANGE ROOM PUBLIC 02

0.13

0.12

0.16

DESCRIPTION

DATE

Project Status

LIFT 0.10

MKNM Design Studio

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

WT03

CLIENT:

6810

21209

2728

498

3000

1075

2885

502

2685

1740

11166

1372

12987

5354

City of Yarra

NORT H

ARCHITECT:

4933

5177

12437

6690

6420

3588

35747

1075

3387

6295

10742

13500

7960

5140

MKNM

35687

SITE:

79945

60-88 Cremorne Street, Cremorne 3121.

Ground Floor 1 : 100

D A302

A201

TITLE:

B A301

9 LINE OF ROOF ABOVE

Ground Floor Plan SCALE AT A0:

As indicated PROJECT NO:

20170808

DATE:

DRAWN:

08/15/17

MKNM

DRAWING NO:

A102

CHECKED:

A.A REVISION:

Notes:

Sample Notes

A201 N

10 DN

DN A202

8 E

A201

5 REV

DESCRIPTION

STATUS:

DATE

Project Status

A202

MKNM Design Studio

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

4 G

CLIENT:

City of Yarra

NORT H

ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

Site Plan

Site

SCALE AT A0:

1 : 150

PROJECT NO:

1 : 150 20170808

DATE:

DRAWN:

08/15/17

MKNM

DRAWING NO:

A101

CHECKED:

A.A REVISION:

63375 12142

10982 155 1907

7761 8997

155915

6691

5311 1791

Notes:

9167

2000

1605

1645

6760

5847

1675

3055

2000

7044 1705

7044

5974

915155

5974

6949 915155

1210

5824

Sample Notes

915210

B A301

A202

LINE OF ROOF ABOVE

A302

WT03

7452

5885

ICE HOCKEY TEAM ROOM

STRECH ROOM

SCORE BOX

1.01

1.02

1.03

VIP

WT03

FIGURE SKATE OFFICE

SHORT TRACK OFFICE

ICE SKATING OFFICE

1.05

1.06

1.07

1.04 WT02

WT03 WT02

1517

D03

D02

D04

D02

D04

D02

B WT03

49857

A301

G A202

S N

A201

LINE OF ROOF ABOVE

J K

WT03

2014

WT03

2290

A302

DESCRIPTION

STATUS:

WT03

GYM

1.10

D03

RESTAURANT

1.13

1.08

LIFT

DATE

Project Status

C A302

1.10

MKNM Design Studio

2200

6500

REV

D03

LIFT

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

CLIENT:

2717

2400

3055

1830

18355

2407

23687

1830

2594

2336

259

City of Yarra

35597

B D

4875

NORT H

30701

WT03

ARCHITECT:

A301

MKNM

A302

SITE:

60-88 Cremorne Street, Cremorne 3121.

Mezzanine 1 : 100

A201

9 LINE OF ROOF ABOVE

TITLE:

Mezzanine Floor Plan SCALE AT A0:

1 : 100 PROJECT NO:

20170808

DATE:

DRAWN:

08/15/17

Author

DRAWING NO:

A103

CHECKED:

Checker REVISION:

63375 12142

10982 155 1907

7761 8997

155915

6691

5311 1791

Notes:

9167

2000

1605

1645

6760

5847

1675

3055

2000

7044 1705

7044

5974

915155

5974

6949 915155

1210

5824

Sample Notes

915210

B A301

A202

LINE OF ROOF ABOVE

A302

WT03

7452

5885

ICE HOCKEY TEAM ROOM

STRECH ROOM

SCORE BOX

1.01

1.02

1.03

WT03

VIP

FIGURE SKATE OFFICE

SHORT TRACK OFFICE

ICE SKATING OFFICE

1.04

1.05

1.06

1.07

WT02

WT03 WT02

1517

D03

D02

D04

D02

D04

D02

B WT03

49857

A301

G A202

S N

A201

LINE OF ROOF ABOVE

J K

WT03

2014

WT03

2290

A302

DESCRIPTION

STATUS:

WT03

GYM

1.10

D03

RESTAURANT

1.13

1.08

LIFT

DATE

Project Status

C A302

1.10

MKNM Design Studio

2200

6500

REV

D03

LIFT

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

CLIENT:

2717

2400

3055

1830

18355

2407

23687

1830

2594

2336

259

City of Yarra

35597

B D

4875

NORT H

30701

WT03

ARCHITECT:

A301

MKNM

A302

SITE:

60-88 Cremorne Street, Cremorne 3121.

Mezzanine 1 : 100

A201

9 LINE OF ROOF ABOVE

TITLE:

Mezzanine Floor Plan SCALE AT A0:

1 : 100 PROJECT NO:

20170808

DATE:

DRAWN:

08/15/17

Author

DRAWING NO:

A103

CHECKED:

Checker REVISION:

Notes:

Sample Notes D

A302

A301

LINE OF ROOF ABOVE

A202 W

A301

G A202

S N

A201

LINE OF ROOF ABOVE

J K

1996

M REV

2290

LIFT 6486

DESCRIPTION

STATUS:

BALCONY

2.02

2.03

A302

CAFE

DATE

Project Status

LIFT

2.01

2.03

MKNM Design Studio

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

2200

A302

CLIENT:

City of Yarra 2405

NORT H

3055

2352 ARCHITECT:

2620

2439

22610

3037

A302

MKNM

A301

23673

3860

8105 SITE:

30711

35587

60-88 Cremorne Street, Cremorne 3121.

Level 1 1 : 100

A201

TITLE:

9 LINE OF ROOF ABOVE

Level 01 Plan SCALE AT A0:

1 : 100 PROJECT NO:

20170808

DATE:

DRAWN:

08/19/17

Author

DRAWING NO:

A104

CHECKED:

Checker REVISION:

Notes:

Sample Notes

REV

DESCRIPTION

STATUS:

DATE

Project Status

MKNM Design Studio

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

CLIENT:

NORT H

City of Yarra ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

Roof Plan 1 : 150

Roof Plan SCALE AT A0:

1 : 150 PROJECT NO:

20170808

DATE:

DRAWN:

08/15/17

Author

DRAWING NO:

A105

CHECKED:

Checker REVISION:

Notes:

Sample Notes 4

B A301

17902 14096

14045

11743

17626

12459

13227 14864

12148

D A302

16040

15682

12715

13943

15017

3805

14506

10349

11343

10464

9607

13512

10080

9964

Level 1 6500

Mezzanine 3500

Ground Floor 0

Elevation East 1 : 100

A302

A301

17915 3500 11563 9222

15800

13665

6500

16146

9397

13602

10030

10546

Level 1 6500

Mezzanine 3500

Ground Floor 0

REV

DESCRIPTION

STATUS:

DATE

Project Status

Elevation North 1 : 100

MKNM Design Studio

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

CLIENT:

City of Yarra ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

Elevation 01 SCALE AT A0:

1 : 100 PROJECT NO:

20170808

DATE:

DRAWN:

08/15/17

Author

DRAWING NO:

A201

CHECKED:

Checker REVISION:

Notes:

Sample Notes

B 15990

C 12568

15376

13602

10287

D 16166 12246

9906 12042

10082

15990

A301

A302

F 16195

10667

8853

9555

9936

H 15610

11047

11661

11810

16429

14586 10404 8415

8619

14674

15230

10491

15610 10608

8415

15786 10521

10550

17915

11396

8502

Level 1 6500

Mezzanine 3500

Ground Floor 0

Elevation South 1 : 100

17309

14485 14918

13512 12222 9633

10080

15910 13595

10696 12756

11382

A301

A302

16266 12629 10441

6 14689

14536 11879

13112

4 12578

10975 10339

15706

11077

13849

11459

12234 9398 7783

Level 1 6500

REV

DESCRIPTION

STATUS:

DATE

Project Status

Mezzanine

MKNM Design Studio

3500

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

Ground Floor 0

CLIENT:

City of Yarra ARCHITECT:

MKNM

Elevation West 1 : 100

SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

Elevation 02 SCALE AT A0:

1 : 100 PROJECT NO:

20170808

DATE:

DRAWN:

08/19/17

Author

DRAWING NO:

A202

CHECKED:

Checker REVISION:

Notes:

Sample Notes

A302

A301

11202 10019

12582

9867 7224

8914

8809

8145

10770

9021

6391

12703

14348

14796

13126

12995

11900 11183

14789

14242

12236

14601

14870

14364

13526

12916

8138

8602

13734

13851

13456

12015

13512

12856

6030

9553

11560

5892

WT02 WT03 Level 1 D02

D03

D04

D02

6500

A503

WT03 Mezzanine 3500

D02 ICE RINK

WT01

0.01 Ground Floor 0

A502

Section AA 1 : 100

A301

A302

17045 16642

14398

14772 13976

13596 13480

13602

14009

12979

C 15058 14250

D 15157 14326

15463

14650

14593 14694

L 14830

14344

15472

14562

11386

13828

14622

14430

14621

13570

11691

12299

16444 15213

14535 13665

17871

16257

14381

15725

15913

13982

13741

13627

13153

12139

16971

15596 11115

11199

Level 1 6500

2 A503

FIGURE SKATE OFFICE

RESTAURANT

1.05

1.08

Mezzanine 3500

CHANGE ROOM HOME 0.05

ICE RINK 0.01

SHOP

REV

DESCRIPTION

STATUS:

0.12

DATE

Project Status

Ground Floor 0 MKNM Design Studio

Section BB 1 : 100

2 A501

A503

A501

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

CLIENT:

City of Yarra ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

Sections 01 SCALE AT A0:

1 : 100 PROJECT NO:

20170808

DATE:

DRAWN:

08/15/17

Author

DRAWING NO:

A301

CHECKED:

Checker REVISION:

Notes:

Sample Notes 14702

15529

14615

B A301

15163

14783

11125

12964 11802

11776

12691

14213

13926

13867 13052

13140

11458 11147

10968

10611 10802

10050

11626

10967

10751

14621

13987

13162

11629

11051 9064

14075

12735

12194

11160

D A302

12344

14327

11623

8702

WT03 Level 1 D03

D03 WT03

RESTAURANT

6500

WT03

1.08

Mezzanine 3500

LIFT

CHANGE ROOM PUBLIC 02

0.10

0.16

SHOP

WT02

TICKETING

SKATE HIRE

WT03

0.12

0.14

0.13

MEETING ROOM

WT02

0.15

CHANGE ROOM PUBLIC 01

LIFT

0.16

0.10

HEAD OFFICE & FIRST AID 0.11

Ground Floor 0

Section CC 1 : 100

A301

A302

17934

12162

12301

13041

13491 12060

11243

14232

13976

13325

12657 13113

10279

8773

6177

12506

14435 13478

14580 13764

H 14596 13710

14630 13744

J 14647 13777

14647

13008

14563 13810

13794

13989

12924

14496 13643

13515

11925

10592

WT03

Level 1 6500

Mezzanine 3500

REV

DESCRIPTION

STATUS:

DATE

Project Status

ICE RINK

MKNM Design Studio

0.01

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

Ground Floor 0

CLIENT:

City of Yarra

Section DD 1 : 100

ARCHITECT:

1 A504

2 A504

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

Sections 02 SCALE AT A0:

1 : 100 PROJECT NO:

20170808

DATE:

DRAWN:

08/19/17

Author

DRAWING NO:

A302

CHECKED:

Checker REVISION:

Notes:

Sample Notes 4

Level 1 6500

Mezzanine 3500

TIMBER BEAM 80x200mm

Ground Floor

CONCRETE SLAB 300mm

SOIL

ICE 30mm

CONCRETE SLAB 120mm WATERPROOF MEMBRANE

CAST IN-SITU CONCRETE COLUMN

INSULATION 100mm GRAVEL FILL 500mm

PRECAST CONCRETE CASING

Ground Floor 0

COOLING PIPES 100mm SPACING

SOIL HEATING PIPES FOR GROUND FROST PROTECTION

FOOTINGS OF TIMBER 1 COLUMNS 1 : 20

REV

DESCRIPTION

STATUS:

DATE

MKNM Design Studio

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

FOOTINGS FOR ICE RINK 1 : 20

Project Status

CLIENT:

City of Yarra ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

Wall Detail SCALE AT A0:

1 : 20 PROJECT NO:

20170808

DATE:

DRAWN:

08/22/17

Author

DRAWING NO:

A502

CHECKED:

Checker REVISION:

Notes:

Sample Notes

DOUBLE GLAZED PANEL - REFER TO DETAIL

Mezzanine 3500 Mezzanine 3500

DOUBLE GLAZING 6mm GLASS PANES 14mm ARGON GAS - REFER TO MANUFACTURE'S DETAIL

SANDWICH WALL 110mm CONCRETE PANEL 100mm RIDGED INSULATION 110mm CONCRETE PANEL

Ground Floor 0 Ground Floor 0

SUBSURFACE - REFER TO FOOTING DETAIL

SUB SURFACE - REFER TO FOOTINGS DETAIL

REV

DESCRIPTION

STATUS:

DATE

Project Status

MKNM Design Studio

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

DOUBLE GLAZED PANEL 1 : 10

SANDWICH WALL 1 : 10

CLIENT:

City of Yarra ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

Wall Detail SCALE AT A0:

1 : 10 PROJECT NO:

20170808

DATE:

DRAWN:

08/15/17

Author

DRAWING NO:

A501

CHECKED:

Checker REVISION:

Notes:

Sample Notes C A302

Level 1

6500

Mezzanine

3500

REV

DESCRIPTION

STATUS:

DATE

Project Status

MKNM Design Studio

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

CLIENT:

City of Yarra Ground Floor

Ground Floor

ARCHITECT:

MKNM SITE:

Section AA - Callout 1 1 : 25

Section BB - Callout 1 1 : 25

Section BB - Callout 2 1 : 25

60-88 Cremorne Street, Cremorne 3121. TITLE:

Details 01 SCALE AT A0:

1 : 25 PROJECT NO:

20170808

DATE:

DRAWN:

08/22/17

Author

DRAWING NO:

A503

CHECKED:

Checker REVISION:

Notes:

Sample Notes

Level 1

6500

Mezzanine

3500

Ground Floor

REV

DESCRIPTION

STATUS:

DATE

Project Status

MKNM Design Studio

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

CLIENT:

City of Yarra ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

Section DD - Callout 1 1 : 25

Section DD - Callout 2 1 : 25

Details 02 SCALE AT A0:

1 : 25 PROJECT NO:

20170808

DATE:

DRAWN:

08/22/17

Author

DRAWING NO:

A504

CHECKED:

Checker REVISION:

week 8

CREMORNE ICE SHED

Arch 1014 Technology 3 - Semester 2, 2017 Tutor: Adi Atic

Week 8: Lecture - Building Services

Services strategy Following on the from lecture, you will need to identify and integrate the servicing systems required to operate your building. To complete this design work you will need to undertake further research to develop a thorough understanding of the problems and issues you are tacking. As a minimum, you need to resolve and integrate the following services:    -

 -

Mechanical Services Heating ‐ Select appropriate type of heating system for your building and locate the heaters or equipment on your plan and section. Cooling and Ventilation ‐ Select a strategy and research what equipment is required to keep the building cool and well ventilated. Consider the following options: • a well designed natural ventilation system, or • a mechanical cooling system (eg. air conditioning or evaporative cooling). Fresh air is required for occupants of a building which can be delivered naturally via opening windows or mechanically via an active ventilation system. Extraction fans are required to the bathroom areas. Provide suitable fan units and ensure there is a path for any ducts to exhaust to the outside. Electrical Distribution Board – The box from which power is distributed around the building. Locate a 800mm wide x 500mm deep DB o your plan in a cupboard with double doors, or in a store room. Lighting – Special lights are required to illuminate a Swimming Pool. Research and select an appropriate light and draw in your section. Work out where the electrical wires will go. Electricity production – solar panels or wind turbines are to be installed on the roof of the building to generate electricity. Hydraulics Rainwater Collection and Storage – Provide for a minimum of 50,000 Litres of water storage to collect rain‐water from the roof of the new hall. One way to achieve this objective is by using 2 x 25000 litre tanks. Draw tanks on your plan, site plan, and as dashed lines on the elevation if located close to the building. You will also need a pump to distribute the water which can be housed in a box 700mm x 550mm x 1000mm high located near the tanks or in a plant room. Review your gutter & down pipe sizes / design and show the location of downpipes in plan, elevation and sections. Check the path of the pipes from the gutter to the tanks. TUTORS EXPLAIN CALC METHOD Hot Water – Select an appropriate hot water system to service the basins and showers. Decide if solar, gas or electric is most suitable for your building and locate it on your drawings. Identify the space required for water supply to and discharge from plumbing fixtures (taps, showers, toilets etc.) Is it in a ceiling space, wall cavity or from under the floor? Fire Fire Hose Reels – The number and location of these are specified in the BCA/ NCC. Draw this in a cupboard at least 900mm wide, 400mm deep and 1500mm high where required.

Elevations Elevations should be ready for development with the building form and size finalised. You can now add detail to the elevations: -

Draw your cladding on the elevations indicating panel sizes (if applicable) and joints. Hatches can be used to distinguish between different materials. Choose subtle hatches that don’t look too heavy. Use Annotation, or codes referenced to your materials schedule to indicate materials. Show the structural grid

Notes:

Sample Notes

Consultant Address Address Phone Fax e-mail

REV

DESCRIPTION

STATUS:

DATE

Project Status

MKNM Design Studio 124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

CLIENT:

City of Yarra ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

Ice Rink Perspective View

Title Page SCALE AT A0: DATE:

DRAWN:

MKNM

08/15/17 PROJECT NO:

20170808

DRAWING NO:

A100

CHECKED:

A.A REVISION:

Notes:

Sample Notes

Consultant Address Address Phone Fax e-mail

10 Consultant Address Address Phone Fax e-mail

A201 N

Consultant Address Address Phone Fax e-mail

A202

A201

A B C

REV

D E

DESCRIPTION

STATUS:

DATE

Project Status

A202 MKNM Design Studio

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

G H I

CLIENT:

City of Yarra NORT H

ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

Site Plan

Site 1 : 200

SCALE AT A0: DATE:

1 : 200 PROJECT NO:

20170808

DRAWN:

MKNM

08/15/17 DRAWING NO:

A101

CHECKED:

A.A REVISION:

Ground Floor

A202

D A302

1 : 100 9936

9936

B A301

Notes:

89425

9936

Sample Notes

9936

79393 1557 400

11732

110

4436

110

4585

110

2000

110

5972

110

6502

110

9067

110

5961

110

6579

110

6590

110

8025

110

5934

400

WALL TYPE LEGEND

8475

D02

1.32

1.34

RUB 01

D04

Bleacher Seats to be 22 by 4 Refer to manufacture's detail for specification

2400

1.33

1.35

2620

TEAM CHANGE ROOM FEMALE AWAY

1.16

COL06

915 420

110 PRECAST CONCRETE PANEL

TEAM CHANGE ROOM MALE HOME

TEAM CHANGE ROOM FEMALE HOME

TOILET MALE

TOILET FEMALE

1.29

1.28

1.38

1.39

Filled Concrete Shaft under timber column, refer to detail no.2

WT02

TIL 02

RUB 01

D04

CLEANING 1.12

COL05

Filled Concrete Shaft under timber column, refer to detail no.2

CON 02 Ceramic Tile finishing

D05

Bleacher Seats to be 22 by 4 Refer to manufacture's detail for specification

2000

D05

TEAM CHANGE ROOM MALE AWAY

FIGURE CHANGE ROOM FEMALE

2200

1830

120

D05

TIL 02

FIGRURE CHANGE ROOM MALE

TIL 02

LIFT

TIL 02

D06

D02

110

2200

Rubber EPDM Membrane finishing

1.11

TIL 02

7127

5000

Filled Concrete Shaft under timber column, refer to detail no.2

6212

5297

TIL 02

COL07

LAUNDARY

2400

110 PRECAST CONCRETE PANEL 100 RIGID INSULATION 110 PRECAST CONCRETE PANEL

6232

2000

915 500

110 1600 400 9127

2565

D06

CON 02

WT01

D02

1830

1751

4400 3700

2990

7127

DRY ROOM D05 1.14

110

CON 02

D05 PLUMBING

5300

4000

MAIN HALL 1.44

Front row seats to incorporated disabled parking

CON 01

0.19

5478

8627

Bleacher Seats to be 22 by 4 Refer to manufacture's detail for specification

2362

Front row seats to incorporated disabled parking

4000

CON 02

WT01

4055

Bleacher Seats to be 22 by 4 Refer to manufacture's detail for specification

0.19 12340

110

2000

2921

DRY ROOM D05

CON 02 00 50

27705

4881

4000

110

50 00

ZAMBONI ROOM

D07

0.18

60000

2496

0.01

ICE 01 STORAGE (GOALS AND SHORT TRACK)

4590

0.17

D07

North American Sized Ice Rink Floor directly under Ice to follow detail no.1

D04

A201

0.16

CON 02

FIRE EXTINGISH

50 00

WT01

WT02

0.14

3890

00 50

D05

8627

CON 02

MAIN HALL 1.44 Bleacher Seats to be 33 by 6 Refer to manufacture's detail for specification

Front row seats to incorporated disabled parking

5300

110 1890 110

D05 ELECTRICAL CON 02 CONTROL D05 0.13

5000

D05 SKATE AND MAINTENANCE

0.12

4890

Filled Concrete Shaft under timber column, refer to detail no.2

CON 01

Front row seats to incorporated disabled parking

Bleacher Seats to be 21 by 6 Refer to manufacture's detail for specification

COL09

CON 02

D05

13373

Benches and lockers to be placed outside toilet for changing into ice gears

HEAD OFFICE & FIRST AID

WT03

Filled Concrete Shaft under timber column, refer to detail no.2

Benches and lockers to be placed outside toilet for changing into ice gears

Bleacher Seats to be 21 by 6 Refer to manufacture's detail for specification

D04

TOILET MALE 1.24

D05

D03

A302

8627

D03

0.15

TIL 02

TIL01

D05

TIL01

D05

D03

D04

TOILET MALE

0.13

CAFE

0.10

D05

SHOP

TIL01

LIFT C

D03

WT03

0.14

Ceramic tile finishing

D03

WT03

TICKETING

TOILET DISABLED

Ceramic tile finishing

1.41

TOILET FEMALE

TIL01

1.25

1.40

D05

WT03

WT02

REV

LIFT 0.10

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

400 400

4490

110

5110

110

12437

110

6470

110

6395

200

2000

D01 1000 200

2000

200

1000 200

7800

WT01 6420

CLIENT:

110

2926

110

4105

110

3130

110

13390

110

4831

400

City of Yarra NORT H

Filled Concrete Shaft under timber column, refer to detail no.2

COL02

COL03

5000

Filled Concrete Shaft under timber column, refer to detail no.2

5100

MKNM 5000

11027

ARCHITECT:

COL01

DATE

MKNM Design Studio

110

400

D01 1000

Project Status

TIL02 2400

WT01

DESCRIPTION

STATUS:

2620

CON 02

2400

0.11

10688

WT03

3000

110

8627

22348

5400

COL04

5100

24526

D07

D02

MECHANICAL (COMPRESSORS)

5300

110

545 4000

4280

D05

1830

CON 02

8627

76636

4000

A202

ICE RINK

110

63859

CON 01

29000

COL08

26000

D02

5000

Filled Concrete Shaft under timber column, refer to detail no.2 6000

6000

A301

1830

8627

2842

110

CON 02

8623

SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

E A201

LINE OF ROOF ABOVE

Filled Concrete Shaft under timber column, refer to detail no.2

Ground Floor Plan SCALE AT A0: DATE:

As indicated

PROJECT NO:

20170808

DRAWN:

MKNM

08/15/17 DRAWING NO:

A102

CHECKED:

A.A REVISION:

9936

5281

2120

9936

4402

2620

6680

110

6784

2300

200

1880

8495 200

8495

SCORE BOX

1.02

1.03

CON 02

WT03

WT02

WT03

1744

1.45 WT02

VIP 1.04 WT03

3 2 1

WT02

D05

FIGURE SKATE OFFICE

SHORT TRACK OFFICE

1.05

1.06

1.07

CON 02

WT02

CON 02

D05

WT03

CON 02

ICE SKATING OFFICE WT02

WT02

WT03

WT02

400

375

WT02

12 11 10 9 8 7 6 5 4

D05

1600 400

STRECH ROOM

1.15

19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

D03

LIFT 2400

D03

Ice Hockey Team Room

5515

2300

D05

19 18 17 16 15 14 13

2620

7115

2300

D03

200

1666

CON 02

1.47 DN

WT03

4500

5527

WT02

Sample Notes

9936

110

CORRIDOR

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

200

9936

6934

WT03

400

381

200 1435 400

1744 1606 400

110

2300 200

5540

6934

2300

9127

9936

110

200 1435 400

200

110

110 1600 400

2300

7651

2300

200

9936

110

200

1880

10982

5022

1571 200

9936

12112

Notes:

2300

9936 1571

A301

89425

1 : 100

1744

A302

A202

4500

Mezzanine

200

5219

200

5319

200

7560

200

5064

200

2093

6967

200

6515

200

7127

Double Glazing Curtain Wall with Steel Mullians 100x50. Refer to Mullian Detail

6844

200

6843

200

6650

200

Double Glazing Curtain Wall with Steel Mullians 100x50. Refer to Mullian Detail

WT03 WT03 4055

8627

2362

Double Glazing Curtain Wall with Steel Mullians 400x200. Refer to Mullian Detail

8627

A A301

26000

29000

60000

49819

63870

A201

8627

76636

A202

LINE LINE OF OF ROOF ROOF ABOVE ABOVE

8627

G Double Glazing Curtain Wall with Steel Mullians 100x50. Refer to Mullian Detail

Double Glazing Curtain Wall with Steel Mullians 100x50. Refer to Mullian Detail

7885

30511 100

2900

100

2546

2330

2900

100

2900

542 100

1770

200

1.36

2399

D05 WT02

1830

LIFT 1.10

D05 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

15 16 17 18 19

D03

WT02

110

2300

6 7 8 9 10 11 12 13 14

REV

DESCRIPTION

STATUS:

MKNM Design Studio 124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

1707

1000 200

1693 200

2300

200

2300

200

1900

200

CLIENT:

City of Yarra

200 ARCHITECT:

110

2572

21925

3665

7895

3935

12651

7251

6589

2671

110

MKNM 2240

SITE:

400 8623

2641

2451

8623

4959

6517 1557

30802

7895

35737

79393

A201

60-88 Cremorne Street, Cremorne 3121. TITLE:

8475 E

DATE

937

2300 200

1557

Project Status

6095

4400

200

3275

2300

762

NORT H

882 400

Food Store

1367 200

WT02

3214

3903

200 2825 6076

540

1.08

410

2900

RESTAURANT CON 02

WT02

2399

100

WT03 1 2 3 4 5

400 1435 200

2900

2605

550

100

762

100

1778

2850

1.43

200

1.10

KITCHEN WT03

2600

CON 02

8 7 6 5 4 3 2 1

110

1.13

110

WT03

400

Gym equipments and layout to refer Gym owner

2400

GYM

100

16 15 14 13 12 11 10 9

2400

775 570

200

WT03

2620

LIFT

3390

4500

2900

6100

100

2400

15 16 17 18 19

2900

974100

2400

2620

200

4500

2300 380 1600

400 1435 200

8627

6430

6505

C A302

6 7 8 9 10 11 12 13 14

100

609

1 2 3 4 5

2300

2950

400

WT03

2400

WT03

110

28167

410 1595

8627

74035 2611

Mezzanine Floor Plan SCALE AT A0: DATE:

1 : 100 PROJECT NO:

20170808

DRAWN:

Author

08/15/17 DRAWING NO:

A103

CHECKED:

Checker REVISION:

9936

1 : 100

A202

9936

D A302

9936 W

9936

B A301

9936

Notes:

9936

Sample Notes

9936

LINE OF ROOF ABOVE

9127

7127

8627

A A301

A201

8627

A202

LINE OF ROOF ABOVE

8627

35284 22189

6396

2620

2400

2.03

30629

2364

2292

7910

BALCONY

CAFE

2.02

2.01

REV

LIFT

DESCRIPTION

STATUS:

DATE

Project Status

2.03

MKNM Design Studio

DN 2060

8627

A302

LIFT 6480

400 1435 200

2300

200

1721

3405

4164

2572

6067

2650

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

CLIENT:

City of Yarra NORT H

ARCHITECT:

MKNM SITE:

8623

Level 1

60-88 Cremorne Street, Cremorne 3121. TITLE:

E A201

LINE OF ROOF ABOVE

Level 01 Plan SCALE AT A0: DATE:

1 : 100 PROJECT NO:

20170808

DRAWN:

Author

08/19/17 DRAWING NO:

A104

CHECKED:

Checker REVISION:

Notes:

Sample Notes

A DN

DN DN

REV

DESCRIPTION

STATUS:

DATE

Project Status

MKNM Design Studio 124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

CLIENT:

NORT H

City of Yarra ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

Roof Plan 1 : 150

Roof Plan SCALE AT A0: DATE:

1 : 150 PROJECT NO:

20170808

DRAWN:

Author

08/15/17 DRAWING NO:

A105

CHECKED:

Checker REVISION:

Notes:

A302

A301

Sample Notes

89425 9936

9936

17902

12148 13512

9607

9964

Level 1 6500

Mezzanine 3500 D01

D01

Ground Floor 0

Elevation East 1 : 100

A302

A301

76636 8623

8627

7127

9127

Level 1 6500 REV

DESCRIPTION

STATUS:

DATE

Project Status

Mezzanine 3500

D02

MKNM Design Studio 124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

D06 Ground Floor 0 CLIENT:

City of Yarra ARCHITECT:

Elevation North 1 : 100

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

Elevation 01 SCALE AT A0: DATE:

1 : 100 PROJECT NO:

20170808

DRAWN:

Author

08/15/17 DRAWING NO:

A201

CHECKED:

Checker REVISION:

Notes:

Sample Notes

A301

A302

76636

9127

7127

8627

8623

Level 1 6500

Mezzanine 3500

D07 D06

D07

D02

D07

D02

Ground Floor 0

Elevation South 1 : 100

A301

A302

89425 9936

9936

13512 11879

12234

9633

7783

Level 1 6500

REV

DESCRIPTION

STATUS:

DATE

Project Status

Mezzanine

MKNM Design Studio

3500

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

D02

Ground Floor 0

CLIENT:

City of Yarra ARCHITECT:

MKNM SITE:

Elevation West 1 : 100

60-88 Cremorne Street, Cremorne 3121. TITLE:

Elevation 02 SCALE AT A0: DATE:

1 : 100 PROJECT NO:

20170808

DRAWN:

Author

08/19/17 DRAWING NO:

A202

CHECKED:

Checker REVISION:

Notes:

Sample Notes

A302

A301

89425 9936

9936

WT03 WT03 Level 1 6500

1 A503

WT03 Mezzanine 3500

D05 ICE RINK

WT01

0.01 Ground Floor 0

A502

Section AA 1 : 100

A301

A302

76636 9127

7127

8627

8623

17871 15725

13480 11386

Level 1 6500

2 A503

FIGURE SKATE OFFICE

RESTAURANT

1.05

1.08

REV

Mezzanine

DESCRIPTION

STATUS:

DATE

Project Status

3500 ICE RINK

MKNM Design Studio

0.01

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

Ground Floor 0 CLIENT:

City of Yarra 2 A501

Section BB 1 : 100

A503

A501

ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

Sections 01 SCALE AT A0: DATE:

1 : 100 PROJECT NO:

20170808

DRAWN:

Author

08/15/17 DRAWING NO:

A301

CHECKED:

Checker REVISION:

Notes:

A301

A302

Sample Notes

79489 9936

9936

14213

11147

10968

11802 11160 11051

10802

11626

9064

8702

BALCONY

CAFE

WT03

2.02

2.01

Level 1

D03

6500 RESTAURANT

Food Store

1.08

1.36

GYM

WT03

1.13 Mezzanine 3500

TOILET FEMALE

LIFT

1.25

0.10

WT02

TOILET MALE

TOILET DISABLED

1.41

1.40

TICKETING

SHOP

0.14

0.13

CAFE

WT02

0.15

TOILET MALE

LIFT

1.24

0.10

HEAD OFFICE & FIRST AID 0.11

Ground Floor 0

Section CC 1 : 100

A301

A302

17934

76636 9127

7127

8627

12301

8623 13989

11243

11925

10279

Level 1 6500

CORRIDOR

REV

DESCRIPTION

STATUS:

1.47 Mezzanine

1.44

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

MAIN HALL ICE RINK

1.44

0.01

DATE

MKNM Design Studio

3500 MAIN HALL

Project Status

Ground Floor 0

CLIENT:

City of Yarra ARCHITECT:

MKNM

Section DD 1 : 100

1 A504

2 A504

SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

Sections 02 SCALE AT A0: DATE:

1 : 100 PROJECT NO:

20170808

DRAWN:

Author

08/19/17 DRAWING NO:

A302

CHECKED:

Checker REVISION:

week 9

SITE CLASSIFICATION 3.2.4 Site classification: A- Most sand and rock sites with little or no ground movement from moisture changes. Width of the pad, supporting an area of 10m2 (400,,), 20m2 (500mm), 30m2 (600mm) (Spread, continuous, stumps and piers) Dimensions and Reinforcement for strip footing system: Class A- full masonry. 400mm depth, slab length (<30m)= SL92 3.2.5.4 (a) Full masonry: Or 300m depth, 400mm width.

ROOF DRAINAGE

The drain and downpipe could be placed within the timber structure of the columns.

The drain would sit atop the roof, and the insulation would have to be sealed off against it.

THE SURFACE AREA OF OUR ROOF WAS 7079m2. MELBOURNE RAINFALL INTENSITY: 125 (MM/ HR)

3d modelling progress

Our group member Brynn made significant progress in relfecting shigeru banâ&#x20AC;&#x2122;s design in his grasshopper file. The beams were thickened from 300x 200mm, to 400 x 800 mm width. Care was taken to prevent the intersection of the beams, as shigeruâ&#x20AC;&#x2122;s involved three sets of double beams resting atop one another.

Notes:

Sample Notes

Consultant Address Address Phone Fax e-mail

REV

DESCRIPTION

STATUS:

DATE

Project Status

MKNM Design Studio 124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

CLIENT:

City of Yarra ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

Title Page SCALE AT A0: DATE:

DRAWN:

MKNM

08/15/17 PROJECT NO:

20170808

DRAWING NO:

A100

CHECKED:

A.A REVISION:

Notes:

Sample Notes

Consultant Address Address Phone Fax e-mail

10 Consultant Address Address Phone Fax e-mail

T ON

A201 N

WEL LING

BLAN CHE S T

Consultant Address Address Phone Fax e-mail

RNE ST

A201

CRE MO

A202

PARK INS L N

A B C

REV

D E

DESCRIPTION

STATUS:

DATE

Project Status

A202 MKNM Design Studio

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

G H I

CLIENT:

City of Yarra NORT H

ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

Site Plan SCALE AT A0: DATE:

1 : 200 PROJECT NO:

20170808

DRAWN:

MKNM

08/15/17 DRAWING NO:

A101

CHECKED:

A.A REVISION:

A202

D A302

W 9936

9936

B A301

9936

11732

110

4436

110

4585

110

2000

110

5972

110

Notes:

6502

110

9067

110

5961

110

6579

110

Sample Notes

9936

79393 1557 400

89425

110

400

5934

WALL TYPE LEGEND

8475

110 1600 400

D06

120

RUB 01

D04

Bleacher Seats to be 22 by 4 Refer to manufacture's detail for specification

1.16

COL06

TEAM CHANGE ROOM MALE HOME

TEAM CHANGE ROOM FEMALE HOME

1.29

1.28

Filled Concrete Shaft under timber column, refer to detail no.2

RUB 01

D04

12 PREMIER WOOD PANEL 130 PRECAST CONCRETE PANEL

TOILET DISABLED

TOILET MALE

CLEANING

1.48

1.38

TIL 02

1.12 TOILET FEMALE

TIL 02

1.39

COL05

WT03 (DOUBLE GLAZED CURTAIN WALL)

CON 02

TIL 02

D05

6155

RUB 01

2400

1.32

1.34

CON 01

2620

1.33

1.35

CON 01

2200

D05

TEAM CHANGE ROOM FEMALE AWAY

FIGURE CHANGE ROOM FEMALE

D05

8 LOW E TOUGHENED GLASS PANEL 15 ARGON GAS SPACE 8 LOW E TOUGHENED GLASS PANEL

Filled Concrete Shaft under timber column, refer to detail no.2

D05

Bleacher Seats to be 22 by 4 Refer to manufacture's detail for specification

CON 01

FLOOR TYPE LEGEND

D02

CON 02

D05

TEAM CHANGE ROOM MALE AWAY

FIGRURE CHANGE ROOM MALE

1830

1.11

CON 02

TIL 02

2000

1.49

TIL 02

7127

DRY ROOM

TIL 02

LIFT

2000

5297

6012

Filled Concrete Shaft under timber column, refer to detail no.2

LAUNDARY

1830

2400

150 PRECAST CONCRETE PANEL 100 RIGID INSULATION 150 PRECAST CONCRETE PANEL

WT02 (INTERNAL WALL)

TIL 02

COL07

2565

2000

9127

915 700

D06

WT01 (EXTERNAL WALL)

1751

WT01

D02

915 700

1751

4400

ICE 01 (MATERIAL UNDER ICE)

3700

3069

7127

DRY ROOM D05 1.14

30 ICE 120 CONCRETE SLAB 100 RIGIDED INSULATION 500 GRAVEL

D05 PLUMBING

CON 01 (MAIN HALL)

4000

MAIN HALL

5300

1.44

Front row seats to incorporated disabled parking

CON 01

50 CONCRETE SLAB 5 WATER PROOF MEMBRANE 175 CONCRETE SLAB

CON 02 (PAINTED CONCRETE)

CON 01

0.19

5478

8627

Bleacher Seats to be 22 by 4 Refer to manufacture's detail for specification

2362

Front row seats to incorporated disabled parking

4000

110

12340

CON 02

WT01

4055

Bleacher Seats to be 22 by 4 Refer to manufacture's detail for specification

0.19

2000

2921

DRY ROOM D05

12000

110

CON 02

50 PAINTED CONCRETE SLAB 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

CON 02 Ice Rink side to have opening for Zamboni to enter the ice

TIL 01 (TILED FLOOR)

00 50

600x1200 PAINTED TILE 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

110

50 00

ZAMBONI ROOM D07

0.18

TIL 02 (TOILET TILE)

3501

D07

4881

4000

600x600 PAINTED TILE 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

CON 02 110

RUB 01 (CHANGEROOM FLOOR) 10 RUBBER SOFTFALL 5 WATERPROOF MEMBRANE 175 CONCRETE PANEL

2842

8627

A A301

4590

4000

29000

12000

26000

TYPE 01 (EXTERNAL CURTAIN WALL) 400x200 STAINLESS STEEL MULLION

ICE 01

TYPE 02 (INTERNAL CURTAIN WALL) 300x100 STAINLESS STEEL MULLION

North American Sized Ice Rink Floor directly under Ice to follow detail no.1

D04

A201

CON 02

D05

D07

1830

DOOR TYPE LEGEND

110 4280

4000

545

8627

76636

0.01

0.17

D07

MULLIONS TYPE

Wall type 01 to be Rigid insulation sandwiched concrete panel 12m x 3.5m, refer manufacture's detail

CON 01 ICE RINK

STORAGE (GOALS AND SHORT TRACK)

A202

5000

6000

6000 110

63859

60000

Filled Concrete Shaft under timber column, refer to detail no.2

2496

1830

COL08 D02

D02

MECHANICAL (COMPRESSORS)

D01 (MAIN ENTRANCE) 2000x3500 DOUBLE GLASS FRAMED

0.16

CON 02

00 50

D05

D02 (DOUBLE EGRESS EXIT)

50 00

1830x2083 DOUBLE PANEL

WT01

WT02

0.14

D03 (GLASS SLIDING DOOR)

CON 02

1.44 Front row seats to incorporated disabled parking

CON 01

0.12

Front row seats to incorporated disabled parking

D04 (DOUBLE DOOR) 1830x2083 DOUBLE PANEL

COL09

CON 02

D06 (SINGLE EGRESS EXIT) 0915x2134 SINGLE PANEL

WT03

Filled Concrete Shaft under timber column, refer to detail no.2

Benches and lockers to be placed outside toilet for changing into ice gears

Bleacher Seats to be 21 by 6 Refer to manufacture's detail for specification

1.24

D05

Ceramic tile finishing

D03

WT03

0.14

8627

D05

D03 D05

TIL01

D05

D03

D05 TOILET FEMALE

1.25

1.50

TIL02

REV

LIFT 0.10

TOILET DISABLED

4490

110

5110

110

12437

110

6470

110

6395

200

2000

D01 1000 200

2000

200

1000 200

7800

WT01 6420

CLIENT:

110

4831

Filled Concrete Shaft under timber column, refer to detail no.2

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121.

COL03

COL02

5100

Wall type 01 to be Rigid insulation sandwiched concrete panel 12m x 3.5m, refer manufacture's detail

ARCHITECT:

5000

11027

Filled Concrete Shaft under timber column, refer to detail no.2

City of Yarra NORT H

Filled Concrete Shaft under timber column, refer to detail no.2

COL01

DATE

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

110 400

2400

400

D01 1000

Project Status

MKNM Design Studio

TIL01

WT01

8623

DESCRIPTION

STATUS:

1.41

WT03

WT02

D05 TOILET MALE

0.13

TIL01 TIL 02

D05

SHOP

TIL01

0.10

A302

D03

WT03

TICKETING

0.15

LIFT C

D03

CAFE

2620

D04

TOILET MALE

2400

10688

12526

WT03

3000

22348

8627

110

Benches and lockers to be placed outside toilet for changing into ice gears

CON 02

E A201

0915x2134 SINGLE PANEL

13373

0.11

D05 (SINGLE DOOR)

COL04

D05 HEAD OFFICE & FIRST AID

1730x2032 SLIDING TWO PANEL

Bleacher Seats to be 21 by 6 Refer to manufacture's detail for specification

5400

4890

5000

D05 SKATE AND MAINTENANCE

Filled Concrete Shaft under timber column, refer to detail no.2

5100

Bleacher Seats to be 33 by 6 Refer to manufacture's detail for specification

5300

110 1890 110

D05 ELECTRICAL CONTROL CON 02 D05 0.13

12000

MAIN HALL 5300

8627

3890

FIRE EXTINGISH

TITLE:

Ground Floor Plan SCALE AT A0: DATE:

As indicated

PROJECT NO:

20170808

DRAWN:

MKNM

08/15/17 DRAWING NO:

A102

CHECKED:

A.A REVISION:

A302

A202

9936

2120

9936

4402

2620

6680

110

6784

110

2300

200

1880

8495 200

8495

SCORE BOX

1.02

1.03

CON 02

WT03

WT02

11 10 9

1744

1.45 WT02

VIP 1.04

WT03

D05

WT03

4 3 2

WT02

D05

FIGURE SKATE OFFICE

SHORT TRACK OFFICE

1.05

1.06

1.07

CON 02

WT02

CON 02

D05

WT03

CON 02

ICE SKATING OFFICE WT02

WT02

WT03

WT02

400

375

WT02

2400

STRECH ROOM

1.15

19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

D03

LIFT 2620

D03

Ice Hockey Team Room

5515

D05

19 18 17 16 15

4500

7115

2300

D03

WT03

200

1666

CON 02

1.47 DN

WT02

4500

1600 400

200

6934

CORRIDOR

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

2300

5540

110

WT03

400

381

200 1435 400

1744 1606 400 9127

6934

2300 200

Sample Notes

9936

110

2300

A 1744

9936

5281

5527

200

110

200 1435 400

2300

7651

110 1600 400

200

9936

110

2300

1880

10982

200

1571 200

9936

12112

Notes:

2300

9936

89425

1571

A301

5022

200

5219

200

5319

200

7560

200

5064

200

2093

6967

200

6515

200

7127

Double Glazing Curtain Wall with Steel Mullians 100x50. Refer to Mullian Detail

6844

200

6843

200

6650

200

Double Glazing Curtain Wall with Steel Mullians 100x50. Refer to Mullian Detail

WT03 WT03 4055

8627

2362

Double Glazing Curtain Wall with Steel Mullians 400x200. Refer to Mullian Detail

29000 49819

63870

26000

8627

A A301

Double Glazing curtain wall and Steel Mullion to be fixed onto Concrete wall below, refer detail 03

A201

76636

8627

A202

F WT03

8627

Double Glazing curtain wall and Steel Mullion to be fixed onto Concrete wall below, refer detail 03

LINE OF ROOF ABOVE LINE OF ROOF ABOVE

60000

WT03

G Double Glazing Curtain Wall with Steel Mullians 100x50. Refer to Mullian Detail

Double Glazing Curtain Wall with Steel Mullians 100x50. Refer to Mullian Detail

8627

74035 2611

28167

2900

100

2900

100

2546

2330

Mullion to be placed 2300mm apart except at edge, refer dimension.

2900

100

2900

542 100

1770

200

1.36

2399

WT02

1.10 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

15 16 17 18 19

D03

WT02

110

4500

REV

DESCRIPTION

STATUS:

1000 200

2000 200

1993

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

2300

200

2300

200

1900

200

CLIENT:

City of Yarra

200 110

2572

21925

3665

7895

3935

12651

7251

6589

2671

110

MKNM 2240

SITE:

400 8623

2641

2451

8623

4959

6517 1557

30802

7895

35737

79393

A201

60-88 Cremorne Street, Cremorne 3121. TITLE:

8475 E

DATE

MKNM Design Studio

ARCHITECT:

1557

Project Status

6095

2400

LIFT

D05

2300

6 7 8 9 10 11 12 13 14

110

1830

200

4400

2300

D05

3275

937 2000

200

762

NORT H

2007

882 400

Food Store

1074 200

WT02

3214

3903

2825

540

1.08

410

2900

CON 02

WT02

2399

100

1 2 3 4 5

RESTAURANT

410 1595

2900

400 1435 200

550

100

2605

100

1778

2850

762

775 570

200

1.43

200

1.10

WT03

2600

CON 02

6076

1.13

KITCHEN

110

WT03

8 7 6 5 4 3 2 1

110

GYM Gym equipments and layout to refer Gym owner

200

400

16 15 14 13 12 11 10 9

2400

2620

LIFT

3390

WT03

100

6100

2900

2400

15 16 17 18 19

100

974100

2400

2620

200

4500

2300 380 1600

400 1435 200

8627

6430

6505

C A302

6 7 8 9 10 11 12 13 14

2950

609

1 2 3 4 5

2300

400

30511 400

WT03

400

Mullion to be placed 2300mm apart except at edge, refer dimension.

7885

Mezzanine Floor Plan SCALE AT A0: DATE:

1 : 100 PROJECT NO:

20170808

DRAWN:

Author

08/15/17 DRAWING NO:

A103

CHECKED:

Checker REVISION:

9936

A202

9936

D A302

9936 W

9936

B A301

9936

Notes:

9936

Sample Notes

9936

9127

7127

8627

A A301

A201

8627

A202

8627

Balcony space to be enclosed with Ballastrade, refer detail 04 22189

35284 30629

6396

2620

2400

2.03

2364

2292

7910

BALCONY

CAFE

2.02

2.01

REV

LIFT

DESCRIPTION

STATUS:

2000

DATE

Project Status

2.03

MKNM Design Studio

DN 2060

8627

A302

LIFT 6480

400 1435 200

2300

200

1721

3405

4164

2572

6067

2650

Cafe space to be enclosed with Ballastrade, refer detail 04

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

CLIENT:

City of Yarra NORT H

ARCHITECT:

MKNM 8623

SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

Level 01 Plan E A201

SCALE AT A0: DATE:

1 : 100 PROJECT NO:

20170808

DRAWN:

Author

08/19/17 DRAWING NO:

A104

CHECKED:

Checker REVISION:

Notes:

Sample Notes

REV

DESCRIPTION

STATUS:

DATE

Project Status

MKNM Design Studio 124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

CLIENT:

NORT H

City of Yarra ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

Roof Plan SCALE AT A0: DATE:

1 : 150 PROJECT NO:

20170808

DRAWN:

Author

08/15/17 DRAWING NO:

A105

CHECKED:

Checker REVISION:

Notes:

A302

A301

Sample Notes

89425 9936

9936

Down pipes to be placed at the centre of colum, refer detail

9936

Double Glazed Curtain Wall 2.5m wide and fit to top mullion, refer detail

9936

Stainless Steel Mullion 400mm x 200mm to fit top mullion

9936

Main Entrance glass door

Roof cladding to be zinc titanium flat lock system tile, refer detail

Wall type 01 to be Rigid insulation sandwiched concrete panel 12m x 3.5m, refer manufacture's detail

Timber Band to fix roof insulation and timber structure together

Down pipes to be placed at the centre of colum, refer detail

Level 1 6500

Mezzanine 3500 D01

D01

Ground Floor 0

A302

A301

76636 8623

Down pipes to be placed at the centre of colum, refer detail

8627

Double Glazed Curtain Wall 2.5m wide and fit to top mullion, refer detail

8627

Wall type 01 to be Rigid insulation sandwiched concrete panel 12m x 3.5m, refer manufacture's detail

Roof cladding to be zinc titanium flat lock system tile, refer detail

8627

Timber Band to fix roof insulation and timber structure together

7127

9127

Stainless Steel Mullion 400mm x 200mm to fit top mullion

Down pipes to be placed at the centre of colum, refer detail

Level 1 6500 REV

DESCRIPTION

STATUS:

DATE

Project Status

Mezzanine 3500

D02

MKNM Design Studio 124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

D06 Ground Floor 0 CLIENT:

City of Yarra ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

Elevation 01 SCALE AT A0: DATE:

1 : 100 PROJECT NO:

20170808

DRAWN:

Author

08/15/17 DRAWING NO:

A201

CHECKED:

Checker REVISION:

Notes:

Sample Notes

A301

A302

76636

9127

7127

8627

Egress Exit to comply BCA requirement

Roof cladding to be zinc titanium flat lock system tile, refer detail

Stainless Steel Mullion 400mm x 200mm to fit top mullion

8627

Doors into Mechanical/Storage/Zamb oni rooms to be connected to Pakins Lane

8627

8623

Timber Band to fix roof insulation and timber structure together

Down pipes to be placed at the centre of colum, refer detail

Double Glazed Curtain Wall 2.5m wide and fit to top mullion, refer detail

Level 1 6500

Mezzanine 3500

D07 D06

D07

D02

D07

D02

Ground Floor 0

A301

A302

89425 9936

Down pipes to be placed at the centre of colum, refer detail

9936

Wall type 01 to be Rigid insulation sandwiched concrete panel 12m x 3.5m, refer manufacture's detail

9936

Stainless Steel Mullion 400mm x 200mm to fit top mullion

9936

Roof cladding to be zinc titanium flat lock system tile, refer detail

Timber Band to fix roof insulation and timber structure together

9936

Double Glazed Curtain Wall 2.5m wide and fit to top mullion, refer detail

Level 1 6500

REV

DESCRIPTION

STATUS:

DATE

Project Status

Mezzanine

MKNM Design Studio

3500

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

D02

Ground Floor 0

CLIENT:

City of Yarra ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

Elevation 02 SCALE AT A0: DATE:

1 : 100 PROJECT NO:

20170808

DRAWN:

Author

08/19/17 DRAWING NO:

A202

CHECKED:

Checker REVISION:

Notes:

Sample Notes

A302

A301

89425 9936

9936

WT03 WT03 Level 1 6500

1 A503

WT03 Mezzanine 3500 ICE RINK D05

0.01 Ground Floor 0

A502

A301

A302

76636 9127

7127

8627

8623

Level 1 6500

2 A503

FIGURE SKATE OFFICE

RESTAURANT

1.05

1.08

REV

Mezzanine

DESCRIPTION

STATUS:

DATE

Project Status

3500 ICE RINK

MKNM Design Studio

0.01

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

Ground Floor 0 CLIENT:

City of Yarra 2 A501

A503

A501

ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

Sections 01 SCALE AT A0: DATE:

1 : 100 PROJECT NO:

20170808

DRAWN:

Author

08/15/17 DRAWING NO:

A301

CHECKED:

Checker REVISION:

Notes:

A301

A302

Sample Notes

79489 9936

9936

11051

BALCONY

CAFE

WT03

2.02

2.01

Level 1

D03

6500 RESTAURANT

Food Store

1.08

1.36

GYM

WT03

1.13 Mezzanine 3500

LIFT

TOILET DISABLED

0.10

TICKETING

SHOP

0.14

0.13

1.41

CAFE

WT02

0.15

TOILET MALE

LIFT

1.24

0.10

HEAD OFFICE & FIRST AID 0.11

Ground Floor 0

A301

A302

76636 9127

7127

8627

8623

Level 1 6500

CORRIDOR

REV

DESCRIPTION

STATUS:

1.47 Mezzanine

1.44

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

MAIN HALL ICE RINK

1.44

0.01

DATE

MKNM Design Studio

3500 MAIN HALL

Project Status

Ground Floor 0

CLIENT:

City of Yarra ARCHITECT:

MKNM 1 A504

2 A504

SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

Sections 02 SCALE AT A0: DATE:

1 : 100 PROJECT NO:

20170808

DRAWN:

Author

08/19/17 DRAWING NO:

A302

CHECKED:

Checker REVISION:

week 10

insulating the building

previously we had thought to the extend the insulation to the roof boundary and wrap it back around.

our next idea was to insulate all the columns, including the ones outside the building’s walls.

The roof

our next idea was to create a glass atrium at the perimeter of the building’s site. The timber beams would abut the timber lintel resting on top of the curtain wall. All columns would be inside the building’s external fabric. however, this didn’t allow much space for a porosity of entrance in pushing the building right to the site’s boundaries.

air tightness

We then had the idea to stop the insulation at the curtain wall. The timber beams would end at the mullion line, whereby they met a lintel beam running atop the curtain wall. A second structure, a cantilever, would continue on from these beams and join to them by a dovetail join in the lintel.

A way to connect the timber beams is by using a dovetail joint. The extruded joints of thebeams would slot into the lintel.

drainage system

We wanted to run the insulation down into the slab, as a way of sealing the roof. The water would run down into a drain pit, a concrete cylinder precast off site and lined with a water-proof membrane.

(above) if the beams are sunk into the ground, we would need to encase them in a waterproof membrane that created a layer between them and the soil. (below) the footings could be sunk into the slab, and encased in concrete. the metal components could hold the beams in place, whilst the concrete is being poured on site.

The footings would be sunk into a large concrete pylon (shown in solid black). the drain pits would be situated inside the sunken braces before the concrete was poured. They would empty into a pipe that collected roof water and fed into a large underground tank.

Notes:

Sample Notes

Consultant Address Address Phone Fax e-mail

10 Consultant Address Address Phone Fax e-mail

T ON

A201 N

WEL LING

BLAN CHE S T

Consultant Address Address Phone Fax e-mail

RNE ST

A201

CRE MO

A202

PARK INS L N

A B C

REV

D E

DESCRIPTION

STATUS:

DATE

Project Status

A202 MKNM Design Studio

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

G H I

CLIENT:

City of Yarra NORT H

ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

Site Plan

Site 1 : 200

SCALE AT A0: DATE:

1 : 200 PROJECT NO:

20170808

DRAWN:

MKNM

08/15/17 DRAWING NO:

A101

CHECKED:

A.A REVISION:

Ground Floor

A202

D A302

1 : 100 9936

9936

B A301

11732

110

4436

110

4585

110

2000

9936

110

5972

110

Notes:

89425 9936

9936

6502

110

9067

5961

110

6579

110

4009

110

4050

110

6445

Sample Notes

9936

79393 1557 400

110

400

5934

WALL TYPE LEGEND

8475

110 1600 400

D06

120

RUB 01

D05

D04

TEAM CHANGE ROOM MALE AWAY 1.33

1.32

RUB 01

D04

D04 BLEACHER SEATS TO BE 22 BY 4 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION

CON 01

2200

1.34

2400

2620

1.16 TEAM CHANGE ROOM MALE HOME

TOILET MALE

TEAM CHANGE ROOM FEMALE HOME

1.29

COL06

RUB 01

COL05

1.28

RUB 01

D04

TOILET DISABLED

1.38

1.48

TIL 02

1.12

GRATE PIT TO BE LOCATED IN CENTRE OF TIMBER COLUMN REFER TO DETAIL

CON 02

TOILET FEMALE 1.39

D04

8 LOW E TOUGHENED GLASS PANEL 15 ARGON GAS SPACE 8 LOW E TOUGHENED GLASS PANEL

D05

BLEACHER SEATS TO BE 22 BY 4 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION

GRATE PIT TO BE LOCATED IN CENTRE OF TIMBER COLUMN REFER TO DETAIL

FLOOR TYPE LEGEND

4400

ICE 01 (MATERIAL UNDER ICE)

3700

3069

7127

WT03 (DOUBLE GLAZED CURTAIN WALL)

TIL 02

D05

DRY ROOM

12 PREMIER WOOD PANEL 130 PRECAST CONCRETE PANEL

CLEANING 6155

1.35

TEAM CHANGE ROOM FEMALE AWAY

LIFT

TIL 02

1830

1.49

CON 02

CON 01

TIL 02

2000

FIGRURE CHANGE ROOM FIGURE CHANGE ROOM MALE FEMALE

D05 D02

TIL 02

7127

LAUNDRY

TIL 02

2000

5297

6012

TIL 02

GRATE PIT TO BE LOCATED IN CENTRE OF TIMBER COLUMN REFER TO DETAIL

CON 02

1830

2400

150 PRECAST CONCRETE PANEL 100 RIGID INSULATION 150 PRECAST CONCRETE PANEL

WT02 (INTERNAL WALL)

COL07

2565

2000

9127

915 700

D06

WT01 (EXTERNAL WALL)

1751

WT01

D02

915 700

1751

1.14

CON 01

30 ICE 120 CONCRETE SLAB 100 RIGIDED INSULATION 500 GRAVEL

1.44

CON 01

5300

FRONT ROW SEATS TO INCORPORATED DISABLED PARKING

50 CONCRETE SLAB 5 WATER PROOF MEMBRANE 175 CONCRETE SLAB

CON 02 (PAINTED CONCRETE)

CON 01

0.19

5478

8627

CON 01 (MAIN HALL)

MAIN HALL 2362

D05 PLUMBING

4000

FRONT ROW SEATS TO INCORPORATED DISABLED PARKING

BLEACHER SEATS TO BE 22 BY 4 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION

2000

2921

CON 02

WT01

4055

BLEACHER SEATS TO BE 22 BY 4 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION

0.19

4000

D05

DRY ROOM

110

12340

12000

110

CON 02

50 PAINTED CONCRETE SLAB 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

CON 02 ICE RINK SIDE TO HAVE OPENING FOR ZAMBONI TO ENTER THE ICE

TIL 01 (TILED FLOOR)

00 50

50 00

600x1200 PAINTED TILE 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

110

D07

0.18

600x600 PAINTED TILE 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

WALL TYPE 01 TO BE RIGID INSULATION SANDWICHED CONCRETE PANEL 12M X 3.5M, REFER MANUFACTURE'S DETAIL

110

2842

8627

CON 02

TIL 02 (TOILET TILE)

3501

ZAMBONI ROOM

D07

4881

4000

RUB 01 (CHANGEROOM FLOOR) 10 RUBBER SOFTFALL 5 WATERPROOF MEMBRANE 175 CONCRETE PANEL

COL08

4590

4000

29000

TYPE 01 (EXTERNAL CURTAIN WALL)

12000

0.01

400x200 STAINLESS STEEL MULLION

ICE 01

0.17

D07

CON 01 ICE RINK

TYPE 02 (INTERNAL CURTAIN WALL)

North American Sized Ice Rink Floor directly under Ice to follow detail no.1

STORAGE (GOALS AND SHORT TRACK)

D04

300x100 STAINLESS STEEL MULLION

A201

110

D07

0.16

CON 02

00 50

D05

50 00

WT01

WT02

0.14

MAIN HALL

D05

FRONT ROW SEATS TO INCORPORATED DISABLED PARKING

COL04 BLEACHER SEATS TO BE 21 BY 6 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION

D05 5000

0.12

CON 02

GRATE PIT TO BE LOCATED IN CENTRE OF TIMBER COLUMN REFER TO DETAIL

110

D05

13373

HEAD OFFICE & FIRST AID

BENCHES AND LOCKERS TO BE PLACED OUTSIDE TOILET FOR CHANGING INTO ICE GEARS

0.11

WT03

3000

8627

22348

5400

4890

GRATE PIT TO BE LOCATED IN CENTRE OF TIMBER COLUMN REFER TO DETAIL

CON 01

COL09

SKATE AND MAINTENANCE

1.44

BLEACHER SEATS TO BE 33 BY 6 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION

CON 02 ELECTRICAL CONTROL

5300

110 1890 110

D05

0.13

12000

CON 02

5100

3890

FIRE EXTINGISH

8627

D02

MECHANICAL (COMPRESSORS)

5300

4280

545 4000

D05

WT03

BLEACHER SEATS TO BE 21 BY 6 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION

BENCHES AND LOCKERS TO BE PLACED OUTSIDE TOILET FOR CHANGING INTO ICE GEARS

12526

CON 02 UP

D04

TOILET MALE 1.24

D05

D03 CAFE

Ceramic tile finishing

D03

TICKETING

WT03

0.14

0.15

D03

WT03

LIFT

TIL01

D03

8627

TIL 02

D05

TIL01

D05

D03

D05 TOILET FEMALE

1.25

1.50

TIL02

REV

LIFT 0.10

TOILET DISABLED

5110

110

12437

110

6470

200

2000

1000 200

7800

WALL TYPE 01 TO BE RIGID INSULATION SANDWICHED CONCRETE PANEL 12M X 3.5M, REFER MANUFACTURE'S DETAIL

GRATE PIT TO BE LOCATED IN CENTRE OF TIMBER COLUMN REFER TO DETAIL

WT01 6420

CLIENT:

110

110 GRATE PIT TO BE LOCATED IN CENTRE OF TIMBER COLUMN REFER TO DETAIL

COL02

5000

11027

6395

4801

400

City of Yarra NORT H

COL01

110

ARCHITECT:

MKNM

5100

110

D01 1000

5000

4490

2000

DATE

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

110 400

2400

400

D01 1000

Project Status

MKNM Design Studio

TIL01

WT01

DESCRIPTION

STATUS:

1.41

WT03

WT02

D05 TOILET MALE

0.13

0.10

A302

D05

SHOP

TIL01 C

D05

2400

10688

1830

CON 02

8627

76636

26000

GRATE PIT TO BE LOCATED IN CENTRE OF TIMBER COLUMN

A202

60000

110

63859

MULLIONS TYPE

5000

6000

D02

2496

1830

A301

8623

SITE:

COL03

60-88 Cremorne Street, Cremorne 3121. TITLE:

Ground Floor Plan

GRATE PIT TO BE LOCATED IN CENTRE OF TIMBER COLUMN REFER TO DETAIL

SCALE AT A0: DATE:

As indicated

PROJECT NO:

20170808 E

DRAWN:

MKNM

08/15/17 DRAWING NO:

A102

CHECKED:

A.A REVISION:

A302

A202

2120

4402

9936 2620

6680

110

6784

4500 200

1666

2300

200

1880

8495 200

200 1435

STRECH ROOM

SCORE BOX

1.15

1.02

1.03

5515

Ice Hockey Team Room

CON 02

WT03

WT02

12 11 10 9 8 7 6 5 4

WT03

D03

LIFT

D05 WT02

VIP

WT03

SHORT TRACK OFFICE

ICE SKATING OFFICE

1.05

1.06

1.07

WT02

CON 02

D05

FIGURE SKATE OFFICE

1.04

3 2 1

D05

WT02

1.45

WT03

CON 02

WT02

CON 02

WT02

WT03

WT02

ICE 01 (MATERIAL UNDER ICE) 30 ICE 120 CONCRETE SLAB 100 RIGIDED INSULATION 500 GRAVEL

CON 01 (MAIN HALL) 50 CONCRETE SLAB 5 WATER PROOF MEMBRANE 175 CONCRETE SLAB

CON 02 (PAINTED CONCRETE) 50 PAINTED CONCRETE SLAB 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

400

375

WT02

2620

D03

19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

4500

7115

2300 2300

D05

2400

D03

19 18 17 16 15 14 13

CON 02

1.47

WT03

FLOOR TYPE LEGEND

8495

1744

CORRIDOR

WT02

Sample Notes

9936

110

WT03

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

200

9936

6934

400

381

1606 400

110

2300 200

9127

6934

2300

5540

9936

110

1600 400

9936

5281

200 1435 400

200

110

110 1600 400

2300

7651

2300

200

9936

110

200

1571

9936 10982

Notes:

5527

9936 12112

5022

9936 1571

89425

1 : 100

A301

2300

Mezzanine

200

5219

200

5319

200

7560

200

5064

200

2093

6967

200

6515

200

6843

200

6650

200

TIL 01 (TILED FLOOR) 600x1200 PAINTED TILE 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

DOUBLE GLAZING CURTAIN WALL WITH STEEL MULLIANS 100X50. REFER TO MULLIAN DETAIL

7127

6844

TIL 02 (TOILET TILE)

WT03

600x600 PAINTED TILE 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

WT03 4055

RUB 01 (CHANGEROOM FLOOR)

10 RUBBER SOFTFALL 5 WATERPROOF MEMBRANE 175 CONCRETE PANEL

2362

DOUBLE GLAZING CURTAIN WALL WITH STEEL MULLIANS 400X200. REFER TO MULLIAN DETAIL

MULLIONS TYPE 8627

DOUBLE GLAZING CURTAIN WALL WITH STEEL MULLIANS 400X200. REFER TO MULLIAN DETAIL

TYPE 01 (EXTERNAL CURTAIN WALL) 400x200 STAINLESS STEEL MULLION

TYPE 02 (INTERNAL CURTAIN WALL) 300x100 STAINLESS STEEL MULLION

WALL TYPE LEGEND

WT01 (EXTERNAL WALL) 150 PRECAST CONCRETE PANEL 100 RIGID INSULATION 150 PRECAST CONCRETE PANEL

8627

A A301

WT02 (INTERNAL WALL)

26000

29000

12 PREMIER WOOD PANEL 130 PRECAST CONCRETE PANEL

WT03 (DOUBLE GLAZED CURTAIN WALL) 8 LOW E TOUGHENED GLASS PANEL 15 ARGON GAS SPACE 8 LOW E TOUGHENED GLASS PANEL

49819

DOUBLE GLAZING CURTAIN WALL AND STEEL MULLION TO BE FIXED ONTO CONCRETE WALL BELOW, REFER DETAIL 03

A201

76636

8627

A202

F WT03

8627

DOUBLE GLAZING CURTAIN WALL AND STEEL MULLION TO BE FIXED ONTO CONCRETE WALL BELOW, REFER DETAIL 03

60000

WT03

G DOUBLE GLAZING CURTAIN WALL WITH STEEL MULLIANS 100X50. REFER TO MULLIAN DETAIL

2611

28167

2900

100

2900

100

2546

2330

MULLION TO BE PLACED 2300MM APART EXCEPT AT EDGE, REFER DIMENSION.

2900

100

2900

542 100

1770

200

1.36

2399

WT02

1.10

D05 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

15 16 17 18 19

D03

WT02

110

4500

REV

DESCRIPTION

STATUS:

1000 200

2000 200

1993

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

2300

200

2300

200

1900

200

CLIENT:

City of Yarra

200 110

2572

21925

3665

7895

3935

12651

7251

6589

2671

110

MKNM 2240

SITE:

400 8623

2641

2451

8623

4959

6517 1557

30802

7895 79393

35737

60-88 Cremorne Street, Cremorne 3121. TITLE:

8475

Mezzanine Floor Plan SCALE AT A0: DATE:

As indicated

PROJECT NO:

DATE

MKNM Design Studio

ARCHITECT:

1557

Project Status

6095

2400

LIFT

D05

2300

6 7 8 9 10 11 12 13 14

1830

200

4400

2300

3275

937 2000

200

762

NORT H

2007

WT02

3214

110

882 400

Food Store

1074 200

1.08

3903

200

2825

540

CON 02

WT02

410

100

1.43

2399

2900

WT03

410 1595

100

1 2 3 4 5

RESTAURANT

400 1435 200

2900

100

2605

550

2850

762

100

1778

6076

CON 02

110

1.13

1.10 775 570

200

KITCHEN

2600

WT03

8 7 6 5 4 3 2 1

110

GYM EQUIPMENTS AND LAYOUT TO REFER GYM OWNER

200

400

GYM

2400

16 15 14 13 12 11 10 9

2400

100

2620

LIFT

3390

WT03

6100

100

2400

15 16 17 18 19

2900

974100

2400

2620

200

4500

2300 380 1600

400 1435 200

8627

6430

6505

6 7 8 9 10 11 12 13 14

100

30511 400

WT03

609

1 2 3 4 5

2300

2950

7885

400

8627

74035 MULLION TO BE PLACED 2300MM APART EXCEPT AT EDGE, REFER DIMENSION.

400

A302

DOUBLE GLAZING CURTAIN WALL WITH STEEL MULLIANS 100X50. REFER TO MULLIAN DETAIL

20170808

DRAWN:

Author

08/15/17 DRAWING NO:

A103

CHECKED:

Checker REVISION:

9936

A202

9936

D A302

9936 W

9936

B A301

9936

Notes:

9936

1 : 100

Sample Notes WALL TYPE LEGEND

A WT01 (EXTERNAL WALL) 150 PRECAST CONCRETE PANEL 100 RIGID INSULATION 150 PRECAST CONCRETE PANEL

9127

WT02 (INTERNAL WALL) 12 PREMIER WOOD PANEL 130 PRECAST CONCRETE PANEL

WT03 (DOUBLE GLAZED CURTAIN WALL) 8 LOW E TOUGHENED GLASS PANEL 15 ARGON GAS SPACE 8 LOW E TOUGHENED GLASS PANEL

B FLOOR TYPE LEGEND

7127

ICE 01 (MATERIAL UNDER ICE) 30 ICE 120 CONCRETE SLAB 100 RIGIDED INSULATION 500 GRAVEL

CON 01 (MAIN HALL)

50 CONCRETE SLAB 5 WATER PROOF MEMBRANE 175 CONCRETE SLAB

CON 02 (PAINTED CONCRETE)

8627

50 PAINTED CONCRETE SLAB 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

TIMBER STUCTURE AND INSULATION LAYER - REFER DETAIL

RAINWATER TO FALL INTO GRATE - REFER DETAIL

TIL 01 (TILED FLOOR) 600x1200 PAINTED TILE 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

TIL 02 (TOILET TILE)

600x600 PAINTED TILE 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

RUB 01 (CHANGEROOM FLOOR) 10 RUBBER SOFTFALL 5 WATERPROOF MEMBRANE 175 CONCRETE PANEL

8627

A A301

TIMBER STUCTURE AND INSULATION LAYER - REFER DETAIL

MULLIONS TYPE TYPE 01 (EXTERNAL CURTAIN WALL) 400x200 STAINLESS STEEL MULLION

E RAINWATER TO FALL INTO GRATE - REFER DETAIL

TYPE 02 (INTERNAL CURTAIN WALL) 300x100 STAINLESS STEEL MULLION

TIMBER STUCTURE AND INSULATION LAYER - REFER DETAIL

8627

A202

A201

RAINWATER TO FALL INTO GRATE - REFER DETAIL TIMBER STUCTURE AND INSULATION LAYER - REFER DETAIL

8627

CAFE SPACE TO BE ENCLOSED WITH BALLASTRADE, REFER DETAIL 04 35284

BALCONY SPACE TO BE ENCLOSED WITH BALLASTRADE, REFER DETAIL 04

22189

30629

6396

2620

2400

2.03

2364

2292

7910

BALCONY

CAFE

2.02

2.01

REV

LIFT

DESCRIPTION

STATUS:

2000

DATE

MKNM Design Studio

DN 2000

Project Status

2.03

DN 2060

8627

A302

LIFT 6480

400 1435 200

2300

200

1721

3405

4164

2572

6067

2650

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

CLIENT:

City of Yarra NORT H

ARCHITECT:

MKNM SITE:

8623

Level 1

60-88 Cremorne Street, Cremorne 3121. TITLE:

Level 01 Plan SCALE AT A0: DATE:

As indicated

PROJECT NO:

20170808

DRAWN:

Author

08/19/17 DRAWING NO:

A104

CHECKED:

Checker REVISION:

Notes:

Sample Notes

A302

A301

89425 9936

9936

DOUBLE GLAZED CURTAIN WALL 2.5M WIDE AND FIT TO TOP MULLION, REFER DETAIL

TIMBER BEAMS 400x200 TO FORM DOUBLE CURVATURE STRUCTURE

WATER TO FALL INTO VOID INTO GRATE PIT LOCATED ON GROUND LEVEL, REFER DETAIL

WALL TYPE 01 TO BE RIGID INSULATION SANDWICHED CONCRETE PANEL 12M X 3.5M, REFER MANUFACTURE'S DETAIL

MAIN ENTRANCE GLASS DOOR

ROOF CLADDING TO BE ZINC TITANIUM FLAT LOCK SYSTEM TILE, REFER DETAIL

WATER TO FALL INTO VOID INTO GRATE PIT LOCATED ON GROUND LEVEL, REFER DETAIL

TIMBER BAND TO FIX ROOF INSULATION AND TIMBER STRUCTURE TOGETHER

16641

STAINLESS STEEL MULLION 400MM X 200MM TO FIT TOP MULLION

12111

Level 1 6500

Mezzanine 3500 D01

D01

Ground Floor 0 1557

11740

12000

1262

2000

1400

2000

1240

12000

11760

8475

Elevation East 1 : 100

A302

A301

76636 8623

8627

WALL TYPE 01 TO BE RIGID INSULATION SANDWICHED CONCRETE PANEL 12M X 3.5M, REFER MANUFACTURE'S DETAIL

DOUBLE GLAZED CURTAIN WALL 2.5M WIDE AND FIT TO TOP MULLION, REFER DETAIL

8627

7127

TIMBER BAND TO FIX ROOF INSULATION AND TIMBER STRUCTURE TOGETHER

ROOF CLADDING TO BE ZINC TITANIUM FLAT LOCK SYSTEM TILE, REFER DETAIL

9127

STAINLESS STEEL MULLION 400MM X 200MM TO FIT TOP MULLION

DOWN PIPES TO BE PLACED AT THE CENTRE OF COLUM, REFER DETAIL

16635

DOWN PIPES TO BE PLACED AT THE CENTRE OF COLUM, REFER DETAIL

8627

Level 1 6500 REV

DESCRIPTION

STATUS:

DATE

Project Status

Mezzanine 3500

D02

MKNM Design Studio 124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

D06

D02

Ground Floor 0 8623

2404

400

12000

2000

12000

3500

12000

2000

6000

1067 624

1751

CLIENT:

City of Yarra ARCHITECT:

Elevation North 1 : 100

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

Elevation 01 SCALE AT A0: DATE:

1 : 100 PROJECT NO:

20170808

DRAWN:

Author

08/15/17 DRAWING NO:

A201

CHECKED:

Checker REVISION:

Notes:

Sample Notes

A301

A302

76636

9127

7127

8627

EGRESS EXIT TO COMPLY BCA REQUIREMENT

ROOF CLADDING TO BE ZINC TITANIUM FLAT LOCK SYSTEM TILE, REFER DETAIL

STAINLESS STEEL MULLION 400MM X 200MM TO FIT TOP MULLION

8627

DOORS INTO MECHANICAL/STORAGE /ZAMBONI ROOMS TO BE CONNECTED TO PAKINS LANE

8627

8623

TIMBER BAND TO FIX ROOF INSULATION AND TIMBER STRUCTURE TOGETHER

WATER TO FALL INTO VOID INTO GRATE PIT LOCATED ON GROUND LEVEL, REFER DETAIL

13793

16148

DOUBLE GLAZED CURTAIN WALL 2.5M WIDE AND FIT TO TOP MULLION, REFER DETAIL

Level 1 6500

Mezzanine 3500

D07 D06

D07

D02

D07

D02

Ground Floor 0 1751

624 1067

5860

2000

12000

4150

2691

2000

2345

4150

400

4150

9873

12000

400

2404

Elevation South 1 : 100

A301

A302

89425 9936

9936

9936 STAINLESS STEEL MULLION 400MM X 200MM TO FIT TOP MULLION

WALL TYPE 01 TO BE RIGID INSULATION SANDWICHED CONCRETE PANEL 12M X 3.5M, REFER MANUFACTURE'S DETAIL

9936

TIMBER BAND TO FIX ROOF INSULATION AND TIMBER STRUCTURE TOGETHER

ROOF CLADDING TO BE ZINC TITANIUM FLAT LOCK SYSTEM TILE, REFER DETAIL

9936

DOUBLE GLAZED CURTAIN WALL 2.5M WIDE AND FIT TO TOP MULLION, REFER DETAIL

16541

WATER TO FALL INTO VOID INTO GRATE PIT LOCATED ON GROUND LEVEL, REFER DETAIL

9936

Level 1 6500

REV

DESCRIPTION

STATUS:

Mezzanine

DATE

MKNM Design Studio

3500

5758

Project Status

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

D02

Ground Floor 0 8475

400

12000

7519

2000

9092

12000

400 1557

CLIENT:

City of Yarra ARCHITECT:

MKNM SITE:

Elevation West 1 : 100

60-88 Cremorne Street, Cremorne 3121. TITLE:

Elevation 02 SCALE AT A0: DATE:

1 : 100 PROJECT NO:

20170808

DRAWN:

Author

08/19/17 DRAWING NO:

A202

CHECKED:

Checker REVISION:

Notes:

Sample Notes

A302

A301

89425 9936

9936

WT03

Level 1 6500 WT03 Mezzanine 3500 MAIN HALL MAIN HALL 1.44

ICE RINK

D05

1.44

0.01

Ground Floor 0

Section AA 1 : 100

A A301

A302

76636 9127

7127

8627

8623

CAFE 2.01

Level 1 6500

2 A503

FIGURE SKATE OFFICE

RESTAURANT

1.05

1.08

REV

Mezzanine

DESCRIPTION

STATUS:

DATE

Project Status

3500 TEAM CHANGE ROOM FEMALE HOME

MAIN HALL

ICE RINK

MAIN HALL

TOILET DISABLED

1.44

0.01

1.44

1.41

MKNM Design Studio 124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

1.28

Ground Floor 0 CLIENT:

City of Yarra ARCHITECT:

MKNM

Section BB 1 : 100

SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

Sections 01 SCALE AT A0: DATE:

1 : 100 PROJECT NO:

20170808

DRAWN:

Author

08/15/17 DRAWING NO:

A301

CHECKED:

Checker REVISION:

Notes:

Sample Notes

B A301

D A302

89425 9936

9936

---

BALCONY

WT03

2.02

CAFE 2.01

Level 1 6500 Food Store

RESTAURANT

D03

GYM

WT03

1.13

1.36

1.08

Mezzanine 3500

LIFT 0.10

TOILET FEMALE

TOILET MALE

TOILET DISABLED

SHOP

1.50

1.25

1.41

0.13

TICKETING

WT02

0.14

CAFE

HEAD OFFICE & FIRST AID

TOILET MALE

0.15

1.24

0.11

Ground Floor 0

Section CC 1 : 100

A301

A302

76636 9127

7127

8627

8623

Level 1 6500

REV

DESCRIPTION

STATUS:

Mezzanine

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

MAIN HALL ICE RINK

1.44

0.01

DATE

MKNM Design Studio

3500 MAIN HALL

Project Status

Ground Floor 0

CLIENT:

City of Yarra ARCHITECT:

MKNM

Section DD 1 : 100

1 A504

2 A504

SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

Sections 02 SCALE AT A0: DATE:

1 : 100 PROJECT NO:

20170808

DRAWN:

Author

08/19/17 DRAWING NO:

A302

CHECKED:

Checker REVISION:

Notes:

INSULATION 120mm - REFER TO MANUFACTURE'S DETAIL

Sample Notes

TIMBER JOINT ON TOP OF HORIZONTAL MULLION TO LOCK TIMBER BEAMS IN TENON JOINT SYSTEM ELZINC FLAT LOCK SYSTEM CLADDING - REFER TO MANUFACTURE'S DETAIL UNDERLAY WITH WATERPROOF MEMBRANE SUBSTRATE 18mm PLYWOOD

BREATHER MEMBRANE

EDGE GUTTER TO DIRECT RAINWATER INTO COLUMN - REFER TIMBER ROOF DETAIL TIMBER BEAMS 400x200mm BENT TO SUIT - REFER TO TIMBER ROOF PLAN FOR DETAIL SUBSTRATE 18mm PLYWOOD CORTEN STEEL BAND TO BE CAP INSULATION

INSULATION 120mm - REFER TO MANUFACTURE'S DETAIL SUBSTRATE 18mm PLYWOOD INNER CLADDING

MULLIAN TO CAP INSULATION

LOW E, TOUGHENED GLASS SHEET 6mm - REFER TO MANUFACTURER'S DETAIL

ARGON GAS 10mm GAP

VERTICAL SETEEL MULLIONS 400x200xTO SUIT

LOW E, TOUGHENED GLASS SHEET 6mm - REFER TO MANUFACTURER'S DETAIL

CONCRETE PANEL 150mm

RIGID INSULATION 100mm

CONCRETE PANEL 150mm

REV

DESCRIPTION

STATUS:

DATE

Project Status

MKNM Design Studio 124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

CLIENT:

City of Yarra ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

Wall Detail 01 SCALE AT A0: DATE:

Wall Detail 01 1 : 20

1 : 20 PROJECT NO:

20170808

DRAWN:

Author

09/23/17 DRAWING NO:

A505

CHECKED:

Checker REVISION:

week 11

Notes:

Sample Notes

Consultant Address Address Phone Fax e-mail

PROJECT NAME PROJECT LOCATION ISSUE DATE GROUP NAME TUTOR NAME SUBJECT NAME SCHOOL NAME SEMESTER

SHEET NUMBER A100 A101 A102 A103 A105 A201 A301 A501 A202 A302 A104 A502 A503 A504 A505

Consultant Address Address Phone Fax e-mail

ICEBAN 60-99 CREMORNE STREET, CREMORNE 3121 18/07/2017 MKNM ADI ATIC ARCH1014 TECHNOLOGY 03 RMIT UNIVERSITY SEMESTER 2, 2017

Consultant Address Address Phone Fax e-mail

ICE BAN SHEET LIST SHEET NAME

Consultant Address Address Phone Fax e-mail

COVER PAGE SITE PLAN GROUND FLOOR PLAN MEZZANINE FLOOR PLAN ROOF PLAN ELEVATIONS 01 SECTIONS 01 WALL DETAIL 01 ELEVATIONS 02 SECTIONS 02 LEVEL 01 PLAN WALL DETAIL 02 DETAILS 01 DETAILS 02 WALL DETAIL 03

GENERAL NOTES 1 THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO PROVIDE FOR A WATERTIGHT & WEATHER TIGHT BUILDING. THE CONTRACTOR SHALL REVIEW ALL DETAILS RELATING TO THIS INTENT AND BY BIDDING OR ENTERING INTO THIS CONSTRUCTION CONTRACT WARRANTS FOR ONE FULL YEAR THE ADEQUACY OF THESE DETAILS. SHOULD THE CONTRACTOR TAKE EXCEPTION TO THESE DETAILS, SHALL NOTIFY THE ARCHITECT PRIOR TO BIDDING. ANY DEVIATION FROM THIS GENERAL INTENT SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION. 2 THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO PROVIDE FOR A PLUMB, LEVEL, AND SQUARE STRUCTURE UNLESS OTHERWISE NOTED. ANY DEVIATION FROM THIS GENERAL INTENT SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION. 3 THE BUILDING SHALL BE CONSTRUCTED IN FULL COMPLIANCE WITH ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS AS WELL AS THE DRAWINGS AND SPECIFICATIONS. ANY CODE DEFICIENCIES IN THE DRAWINGS RECOGNIZED BY THE CONTRACTOR SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION. 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF THE BUILDING ON THE SITE AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS. DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE BIDDING THE PROJECT OR THE COMMENCEMENT OF WORK. THE OWNER SHALL NOT BE RESPONSIBLE FOR CHANGES TO THE WORK DUE TO THE FAILURE OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS 5 DO NOT SCALE DRAWINGS: ALL DIMENSIONS SHALL HAVE PREFERENCE OVER SCALE AND BE FIELD VERIFIED AND COORDINATED WITH WORK OF ALL TRADES. IF NO DIMENSIONS ARE GIVEN OR DISCREPANCIES FOUND, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR CLARIFICATION BEFORE BIDDING OR COMMENCING THE WORK. 6 DETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING WORK. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, ALL INCLUDED AS PART OF THE WORK. 7 THE CONTRACTOR SHALL PROVIDE ALL PERMITS AND INSPECTION NECESSARY FOR THE PROPER EXECUTION OF THE WORK IN ACCORDANCE WITH APPLICABLE CODES AND GOVERNING REGULATIONS. 8 THE CONTRACTOR SHALL VERIFY THE SIZES AND LOCATIONS OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT PADS AND BASES, AS WELL AS POWER, WATER AND DRAIN REQUIREMENTS FOR SUCH EQUIPMENT WITH EQUIPMENT MFG. DEVIATION OF THE AFOREMENTIONED REQUIREMENTS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION. 9 ALL WALL WIDTHS ARE SHOWN AND DIMENSIONED WITH NOMINAL DIMENSIONS. DIMENSIONS FOR FRAMED WALLS ARE SHOWN TO FACE OF STUDS

Ice Rink Perspective View

FLOOR TYPE LEGEND

MULLIONS TYPE

TYPE 01 (EXTERNAL CURTAIN WALL) ICE 01 (MATERIAL UNDER ICE)

400x200 STAINLESS STEEL MULLION

30 ICE 120 CONCRETE SLAB 100 RIGIDED INSULATION 500 GRAVEL

TYPE 02 (INTERNAL CURTAIN WALL) 300x100 STAINLESS STEEL MULLION

CON 01 (MAIN HALL) 50 CONCRETE SLAB 5 WATER PROOF MEMBRANE 175 CONCRETE SLAB

TYPE 03 (CORNER CURTAIN WALL) 400x400 STAINLESS STEEL MULLION

CON 02 (PAINTED CONCRETE) 50 PAINTED CONCRETE SLAB 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

REV

WALL TYPE LEGEND

DESCRIPTION

STATUS:

DATE

Project Status

MKNM Design Studio

TIL 01 (TILED FLOOR) 600x1200 PAINTED TILE 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

WT01 (EXTERNAL WALL) 150 PRECAST CONCRETE PANEL 100 RIGID INSULATION 150 PRECAST CONCRETE PANEL

CLIENT:

City of Yarra TIL 02 (TOILET TILE) 600x600 PAINTED TILE 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

WT02 (INTERNAL WALL) 12 PREMIER WOOD PANEL 130 PRECAST CONCRETE PANEL

ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

RUB 01 (CHANGEROOM FLOOR) 10 RUBBER SOFTFALL 5 WATERPROOF MEMBRANE 175 CONCRETE PANEL

WT03 (DOUBLE GLAZED CURTAIN WALL) 8 LOW E TOUGHENED GLASS PANEL 15 ARGON GAS SPACE 8 LOW E TOUGHENED GLASS PANEL

COVER PAGE SCALE AT A0: DATE:

1 : 30 PROJECT NO:

20170808

DRAWN:

MKNM

08/15/17 DRAWING NO:

A100

CHECKED:

A.A REVISION:

Notes:

Sample Notes

Consultant Address Address Phone Fax e-mail

BLAN CHE S T

Consultant Address Address Phone Fax e-mail

A201

Consultant Address Address Phone Fax e-mail

WEL LING

T ON

Consultant Address Address Phone Fax e-mail

A202

CRE MO

PARK INS L N

A201

RNE ST

A B

A202

J REV

DESCRIPTION

STATUS:

DATE

Project Status

MKNM Design Studio 124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

CLIENT:

City of Yarra NORT H

ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121.

Site 1 : 250

TITLE:

SITE PLAN SCALE AT A0: DATE:

1 : 250 PROJECT NO:

20170808

DRAWN:

MKNM

08/15/17 DRAWING NO:

A101

CHECKED:

A.A REVISION:

9936

A202

9936

D A302

9936

1557

B A301

9936

8 9936

9936

WALL TYPE LEGEND

82468

1557

11732

150

4376

150

4565

150

1960

150

5912

150

6482

150

Notes:

9936

5000 150

9321

5941

150

6559

150

3949

150

4010

150

6072

150

9388

400

Sample Notes

5000 WT01 (EXTERNAL WALL)

FLOOR TYPE LEGEND 1751 UP

2400

BLEACHER SEATS TO BE 22 BY 4 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION

5000

TEAM CHANGE ROOM MALE HOME

TEAM CHANGE ROOM FEMALE HOME

1.29

1.28

RUB 01

D04

TOILET MALE

TOILET DISABLED

1.38

1.48

TIL 02

GRATE PIT TO BE LOCATED IN CENTRE OF TIMBER COLUMN REFER TO DETAIL

TOILET FEMALE 1.39

TIL 02

D05

CON 01 (MAIN HALL)

3700

CON 01

D05

1.44

CON 01

5300

4000

MAIN HALL

FRONT ROW SEATS TO INCORPORATED DISABLED PARKING

2362

FRONT ROW SEATS TO INCORPORATED DISABLED PARKING

TIL 01 (TILED FLOOR)

PLUMBING

WT01

600x1200 PAINTED TILE 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

0.19

4959

CON 02 (PAINTED CONCRETE) 50 PAINTED CONCRETE SLAB 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

BLEACHER SEATS TO BE 22 BY 4 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION

2000

4000

150

CON 01

8 LOW E TOUGHENED GLASS PANEL 15 ARGON GAS SPACE 8 LOW E TOUGHENED GLASS PANEL

12000

150

6898

2881

0.19

CON 02

GRATE PIT TO BE LOCATED IN CENTRE OF TIMBER COLUMN

00 50

50 00

150

8627

4055

BLEACHER SEATS TO BE 22 BY 4 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION

D02

GRATE PIT TO BE LOCATED IN CENTRE OF TIMBER COLUMN REFER TO DETAIL

4400

D05

WT03 (DOUBLE GLAZED CURTAIN WALL)

50 CONCRETE SLAB 5 WATER PROOF MEMBRANE 175 CONCRETE SLAB

BLEACHER SEATS TO BE 22 BY 4 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION

1.14

DRY ROOM

12 PREMIER WOOD PANEL 130 PRECAST CONCRETE PANEL

COL06

D04

WT02 (INTERNAL WALL)

30 ICE 120 CONCRETE SLAB 100 RIGIDED INSULATION 500 GRAVEL

6128

7147

RUB 01

D04

1.16

CON 02

12000

TIL 02 (TOILET TILE)

COL08

WALL TYPE 01 TO BE RIGID INSULATION SANDWICHED CONCRETE PANEL 12M X 3.5M, REFER MANUFACTU RE'S DETAIL

6467

5000

600x600 PAINTED TILE 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

9071

MULLIONS TYPE

RUB 01 CON 01 (CHANGEROOM FLOOR)

8627

10 RUBBER SOFTFALL 5 WATERPROOF MEMBRANE 175 CONCRETE PANEL

TYPE 01 (EXTERNAL CURTAIN WALL)

12000

150

A202

D06

CON 02

5000

RUB 01

TIL 02

1830

D04

1.32

1.33

RUB 01

LIFT

COL07

TEAM CHANGE ROOM FEMALE AWAY

TIL 02

2000

RUB 01

TIL 02

TEAM CHANGE ROOM MALE AWAY

1.34

1.35

CON 02

CON 01

2000

5000 2170 150 2950

TIL 02

GRATE PIT TO BE LOCATED IN CENTRE OF TIMBER COLUMN REFER TO DETAIL

D05

DRY ROOM

TIL 02

FIGRURE CHANGE ROOM FIGURE CHANGE ROOM FEMALE MALE

1.49

D05

915 700

150 1600 400 5257

6012

LAUNDRY

150 PRECAST CONCRETE PANEL 100 RIGID INSULATION 150 PRECAST CONCRETE PANEL

ICE 01 (MATERIAL UNDER ICE)

TIL 02

1830

2700

1960

CON 02

COL08

7127

WT01

D02

9127

915 700

1751

400x200 STAINLESS STEEL MULLION

CON 02

5000

D07

0.18

29000

60000

ZAMBONI ROOM

D07

26000

A A301

4841

4000

COL05

ICE RINK

TYPE 02 (INTERNAL CURTAIN WALL)

0.01

E 150

700

300x100 STAINLESS STEEL MULLION

ICE 01 ICE RINK SIDE TO HAVE OPENING FOR ZAMBONI TO ENTER THE ICE

4580

4000

D04

A201

TYPE 03 (CORNER CURTAIN WALL)

150

400x400 STAINLESS STEEL MULLION

10200

D05 MECHANICAL (COMPRESSORS)

4545

4000

0.17

D07

NORTH AMERICAN SIZED ICE RINK FLOOR DIRECTLY UNDER ICE TO FOLLOW DETAIL NO.1

CON 02

700

69886

8627

STORAGE (GOALS AND SHORT TRACK)

D07

0.16

CON 02

00 50

50 00

1830

MAIN HALL

CON 01

D02

CON 01

1.44

FRONT ROW SEATS TO INCORPORATED DISABLED PARKING

BLEACHER SEATS TO BE 21 BY 6 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION

150

BLEACHER SEATS TO BE 33 BY 6 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION

CON 01

5300

D02

5300

5422

1830

8627

2000

D05

FIRE EXTINGISH 0.14

CON 02

150

SKATE AND MAINTENANCE

D05

13373

D05

BLEACHER SEATS TO BE 21 BY 6 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION

4950

0.12

150

GRATE PIT TO BE LOCATED IN CENTRE OF TIMBER COLUMN REFER TO DETAIL

5000

GRATE PIT TO BE LOCATED IN CENTRE OF TIMBER COLUMN REFER TO DETAIL

9000

A302

WT01

CON 02 5000

COL01

8627

D04

WT03

DESCRIPTION

STATUS:

WT03

10198

D03

D05

CON 02

TOILET FEMALE 1.57

0.10

TIL02

CAFE

TICKETING

1.55

0.15

0.14

TIL02

TIL01

WT03

D03

WT03

D05

0.13

D03 D05

TIL01

D05

D03

1.25

1.50

TIL02

TIL01

400

D01

1557 400

4450

150

2600

150

2400

150

12397

1000

WT01 150 1735 150

200 4505

150

6395

2000

CLIENT:

LIFT

CLEANING

0.10

1.51

GRATE PIT TO BE LOCATED IN CENTRE OF TIMBER COLUMN REFER TO DETAIL

1.41

1.60

WALL TYPE 01 TO BE RIGID INSULATION SANDWICHED CONCRETE PANEL 12M X 3.5M, REFER MANUFACTURE'S DETAIL

D11

TOILET FEMALE

TOILET DISABLED

WT03

WT02

D05

TOILET MALE

SHOP

City of Yarra ARCHITECT:

MKNM

8235

SITE:

D01 1000 200

200

2000

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

NORT H

LIFT

D03

TOILET MALE

DATE

MKNM Design Studio

12000

Project Status

BENCHES AND LOCKERS TO BE PLACED OUTSIDE TOILET FOR CHANGING INTO ICE GEARS

400

12000

0.11

HEAD OFFICE STORAGE ROOM

1 : 100

REV

COL04

HEAD OFFICE & FIRST AID

CON 02

Ground Floor

GRATE PIT TO BE LOCATED IN CENTRE OF TIMBER COLUMN REFER TO DETAIL

COL02 BENCHES AND LOCKERS TO BE PLACED OUTSIDE TOILET FOR CHANGING INTO ICE GEARS

11780

8748

5000

8627

6810

ELECTRICAL CONTROL 0.13

5400

150

D05

2200

11900

3965

60-88 Cremorne Street, Cremorne 3121.

1000

WT01

200

7800

6400 89425

150

4671

150

5245

150

4280

150

TITLE:

9250

150

2400

150

2600

150

3323

400

5400

GROUND FLOOR PLAN SCALE AT A0: DATE:

As indicated

PROJECT NO:

20170808

DRAWN:

MKNM

08/15/17 DRAWING NO:

A102

CHECKED:

A.A REVISION:

A202

W 9936 1557

9936

7632 400

2827

200

9936

4500 2800

200

2500

200

10964

7611

150

A301

150 PRECAST CONCRETE PANEL Notes: 100 RIGID INSULATION FLOOR TYPE LEGEND 150 PRECAST CONCRETE PANEL

89425 9936

150

WT01 (EXTERNAL WALL)

A302

9936

5260

1620

5216

9936 2620

6447

9936

150

6894

150

9936

6893

150

6725

150

2500

Sample Notes

9936 4500 200

2500

5148 200

2800

200

5000

2827

400 WT02 ICE 01 (INTERNAL WALL) (MATERIAL UNDER ICE) 12 PREMIER WOOD PANEL 30 PRECAST ICE 130 CONCRETE PANEL 120 CONCRETE SLAB 100 RIGIDED INSULATION 500 GRAVEL

1751

1.02

1.03

CON 02

WT03

WT02

1.45

WT02

VIP

WT03

SHORT TRACK OFFICE

ICE SKATING OFFICE

1.05

1.06

1.07

WT02

CON 02

WT03

CON 02

WT02

CON 02

WT02

130

1946

D05

FIGURE SKATE OFFICE

1.04

3 2 1

D05

WT02

WT03

WT03 (DOUBLE GLAZED CURTAIN WALL) CON 01 8 LOWHALL) E TOUGHENED GLASS PANEL (MAIN 15 ARGON GAS SPACE 8 E TOUGHENED 50LOW CONCRETE SLAB GLASS PANEL 5 WATER PROOF MEMBRANE 175 CONCRETE SLAB

400

375

WT02

D05

5002

5515

STRECH ROOM

1.15

CON 02

LIFT

12 11 10 9 8 7 6 5 4

SCORE BOX

19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

D03

200

D03

19 18 17 16 15 14 13

2300

200 2300

WT03

D05

Ice Hockey Team Room

WT02

200

5540

2300

9127

D03

CON 02

1.47 DN

200

1946

2000

400

CORRIDOR

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

2300

2000

400

1751

200

5300

200

5239

200

7560

200

5064

200

6322

200

6843

200

6650

CON 02 (PAINTED CONCRETE) 50 PAINTED CONCRETE SLAB 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

DOUBLE GLAZING CURTAIN WALL WITH STEEL MULLIANS 100X50. REFER TO MULLIAN DETAIL

7127

6844

TIL 01 (TILED FLOOR)

4055

600x1200 PAINTED TILE 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

2362

DOUBLE GLAZING CURTAIN WALL WITH STEEL MULLIANS 400X200. REFER TO MULLIAN DETAIL

TIL 02 (TOILET TILE)

8627

DOUBLE GLAZING CURTAIN WALL WITH STEEL MULLIANS 400X200. REFER TO MULLIAN DETAIL

600x600 PAINTED TILE 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

RUB 01 (CHANGEROOM FLOOR)

MULLIONS TYPE

10 RUBBER SOFTFALL 5 WATERPROOF MEMBRANE 175 CONCRETE PANEL

TYPE 01 (EXTERNAL CURTAIN WALL)

26000

A A301

TYPE 02 (INTERNAL CURTAIN WALL)

29000

8627

400x200 STAINLESS STEEL MULLION

A202

300x100 STAINLESS STEEL MULLION

71636

TYPE 03 (CORNER CURTAIN WALL) 400x400 STAINLESS STEEL MULLION

A201

8627

DOUBLE GLAZING CURTAIN WALL AND STEEL MULLION TO BE FIXED ONTO CONCRETE WALL BELOW, REFER DETAIL 03

8627

DOUBLE GLAZING CURTAIN WALL AND STEEL MULLION TO BE FIXED ONTO CONCRETE WALL BELOW, REFER DETAIL 03

60000

G 77523

8627

2616

28107

7940

30511

2546

2292

3488

MULLION TO BE PLACED 2300MM APART EXCEPT AT EDGE, REFER DIMENSION.

C A302

REV

Mezzanine 1 : 100

200

2500

2641

2500

2660

21835

200

2500

200

2100

3612

200

2007

1.08

WT02

D05 WT02

Food Store 1.36

11 12 13 14 15 16 17 18 19

LIFT 1.10

D05 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

WT02

D03

200

WT02

2300

1.43

2 3 4 5 6 7 8 9 10

200

WT03

RESTAURANT

200

2000

1000 200 7930

200

2000

200

2007

200

2500

3490

200

150

2500

12336

150

4854

150

2355

DATE

MKNM Design Studio

150

4622

1830

3030

200

2500

2242

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

2300

2900

1946

2825

2900

2500

100

400

4 3 2 1

2590

100

2900

150

2900

100

3676

1.13

CON 02

685

2900

762

1.10

GYM

KITCHEN

200

WT03

8 7 6 5

150

GYM EQUIPMENTS AND LAYOUT TO REFER GYM OWNER

100

4500

16 15 14 13 12 11 10 9

LIFT

3190

762 520

200

2700

700

200

WT03

2400

1600

2180

3050

200

2561

CLIENT:

City of Yarra ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121.

400

TITLE:

5000

1572 400

400

WT03

2260

2900

100

4500

200 2300 200 1946

100

400

3623

11 12 13 14 15 16 17 18 19

2900

Project Status

DOUBLE GLAZING CURTAIN WALL WITH STEEL MULLIANS 100X50. REFER TO MULLIAN DETAIL

NORT H

100

2400

1 2 3 4 5 6 7 8 9 10

2950

100

2300

8627

400

DESCRIPTION

STATUS:

CON 02

DOUBLE GLAZING CURTAIN WALL WITH STEEL MULLIANS 100X50. REFER TO MULLIAN DETAIL

MEZZANINE FLOOR PLAN SCALE AT A0: DATE:

As indicated

PROJECT NO:

20170808

DRAWN:

Author

08/15/17 DRAWING NO:

A103

CHECKED:

Checker REVISION:

9936

A202

9936

D A302

9936

B A301

9936

WT01 (EXTERNAL WALL)

Notes: 150 PRECAST CONCRETE PANEL 100 RIGID INSULATION 150 PRECAST CONCRETE PANEL

FLOOR TYPE LEGEND Sample Notes 400

2827

200

2800

200

2500

200

2500

200

2500

200

2800

200

2827

400

A 400 1946 200

30 ICE 120 CONCRETE SLAB 100 RIGIDED INSULATION 500 GRAVEL

WT03 (DOUBLE GLAZED CURTAIN WALL)

200

8 LOW E TOUGHENED GLASS PANEL 15 ARGON GAS SPACE CON 01 8 LOWHALL) E TOUGHENED GLASS PANEL (MAIN

2300

1946 200 2300

200

2300

9127

400

WT02 (INTERNAL WALL) 12 01 PREMIER WOOD PANEL ICE 130 PRECAST CONCRETE PANEL (MATERIAL UNDER ICE)

50 CONCRETE SLAB 5 WATER PROOF MEMBRANE 175 CONCRETE SLAB

B CON 02 (PAINTED CONCRETE)

7127

RAINWATER TO FALL INTO GRATE - REFER DETAIL

50 PAINTED CONCRETE SLAB 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

TIMBER STUCTURE AND INSULATION LAYER - REFER DETAIL TIL 01 (TILED FLOOR)

8627

600x1200 PAINTED TILE 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

TIL 02 (TOILET TILE) 600x600 PAINTED TILE 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

D RUB 01 (CHANGEROOM FLOOR)

8627

10 RUBBER SOFTFALL

A202

RAINWATER TO FALL INTO GRATE - REFER DETAIL

5 WATERPROOF MEMBRANE MULLIONS TYPE 175 CONCRETE PANEL

TIMBER STUCTURE AND INSULATION LAYER - REFER DETAIL

TYPE 01 (EXTERNAL CURTAIN WALL) 400x200 STAINLESS STEEL MULLION

A A301

TYPE 02 (INTERNAL CURTAIN WALL)

8627

300x100 STAINLESS STEEL MULLION

TYPE 03 (CORNER CURTAIN WALL) 400x400 STAINLESS STEEL MULLION

8627

RAINWATER TO FALL INTO GRATE - REFER DETAIL

G TIMBER STUCTURE AND INSULATION LAYER - REFER DETAIL

8627

TIMBER STUCTURE AND INSULATION LAYER - REFER DETAIL

A302

CAFE SPACE TO BE ENCLOSED WITH BALLASTRADE, REFER DETAIL 04

21834

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

6067

200

CLIENT:

LIFT

1946

200

2.03

200

2320

2300

2.01

1946

DATE

ARCHITECT:

MKNM

400

City of Yarra NORT H

2.02

2300

4160

200

BALCONY

MKNM Design Studio

CAFE

DESCRIPTION

Project Status

30549

2300

2660

REV STATUS:

2300

8627

BALCONY SPACE TO BE ENCLOSED WITH BALLASTRADE, REFER DETAIL 04

SITE:

1572 400

1 : 100

2500

200

2500

200

2500

200

2100

200

2007

200

2000

1000

2000

200

2007

200

2500

200

2500

200

2500

200

2561

60-88 Cremorne Street, Cremorne 3121.

400 5000

Level 1

200

TITLE:

5000

2180

LEVEL 01 PLAN SCALE AT A0: DATE:

As indicated

PROJECT NO:

20170808

DRAWN:

Author

08/19/17 DRAWING NO:

A104

CHECKED:

Checker REVISION:

Notes:

89425 9936

9936

A301

A302

9936

Sample Notes

9936

---

Level 1 6500 WT03

WT03

D03

Mezzanine 3500 SKATE AND MAINTENANCE

MAIN HALL 1.44

WT02

0.12

Ground Floor 0

Section CC 1 : 100

B 9127

C 7127

A301

D 8627

8627

76636 8627

A302

G 8627

8627

I 8627

J 8623

Level 1 6500

REV

DESCRIPTION

STATUS:

Mezzanine

1 A504

1.44

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

MAIN HALL ICE RINK

1.44

0.01

DATE

MKNM Design Studio

3500 MAIN HALL

Project Status

Ground Floor 0

CLIENT:

City of Yarra ARCHITECT:

MKNM

Section DD 1 : 100

2 A504

SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

SECTIONS 02 SCALE AT A0: DATE:

1 : 100 PROJECT NO:

20170808

DRAWN:

Author

08/19/17 DRAWING NO:

A302

CHECKED:

Checker REVISION:

Notes:

Sample Notes

A302

A301

89425 9936

9936

WT03 Level 1 6500

Mezzanine 3500 MAIN HALL MAIN HALL

ICE RINK

1.44

0.01

1.44

Ground Floor 0

Section AA 1 : 100

A301

A302

76636 9127

7127

8627

8623

CAFE 2.01

Level 1 6500

2 A503

RESTAURANT

FIGURE SKATE OFFICE

1.08

1.05

REV

Mezzanine

DESCRIPTION

STATUS:

DATE

Project Status

3500 TEAM CHANGE ROOM FEMALE HOME 1.28

MAIN HALL

ICE RINK

MAIN HALL

TOILET DISABLED

1.44

0.01

1.44

1.41

MKNM Design Studio 124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

Ground Floor 0 CLIENT:

City of Yarra ARCHITECT:

MKNM

Section BB 1 : 100

SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

SECTIONS 01 SCALE AT A0: DATE:

1 : 100 PROJECT NO:

20170808

DRAWN:

Author

08/15/17 DRAWING NO:

A301

CHECKED:

Checker REVISION:

Notes:

INSULATION 120mm - REFER TO MANUFACTURE'S DETAIL

Sample Notes

TIMBER JOINT ON TOP OF HORIZONTAL MULLION TO LOCK TIMBER BEAMS IN TENON JOINT SYSTEM ELZINC FLAT LOCK SYSTEM CLADDING - REFER TO MANUFACTURE'S DETAIL UNDERLAY WITH WATERPROOF MEMBRANE

SUBSTRATE 18mm PLYWOOD

BREATHER MEMBRANE

EDGE GUTTER TO DIRECT RAINWATER INTO COLUMN - REFER TIMBER ROOF DETAIL TIMBER BEAMS 400x200mm BENT TO SUIT - REFER TO TIMBER ROOF PLAN FOR DETAIL

SUBSTRATE 18mm PLYWOOD CORTEN STEEL BAND CAP FOR INSULATION

INSULATION 120mm - REFER TO MANUFACTURE'S DETAIL

SUBSTRATE 18mm PLYWOOD

Double Glazing Curtain Wall 2 Plan 1:1

CLADDING

MULLION TO CAP INSULATION

LOW E, TOUGHENED GLASS SHEET 6mm - REFER TO MANUFACTURER'S DETAIL

ARGON GAS 10mm GAP

VERTICAL STEEL MULLIONS 400x200xTO SUIT

LOW E, TOUGHENED GLASS SHEET 6mm - REFER TO MANUFACTURER'S DETAIL

CONCRETE PANEL 150mm

RIGID INSULATION 100mm

CONCRETE PANEL 150mm

REV

DESCRIPTION

STATUS:

DATE

Project Status

MKNM Design Studio

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

CLIENT:

City of Yarra ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

Wall Detail 01 SCALE AT A0: DATE:

Double Glazing Curtain Wall 3 Section 1:1

Wall Detail 01 1 : 20

As indicated

PROJECT NO:

20170808

DRAWN:

Author

09/23/17 DRAWING NO:

A505

CHECKED:

Checker REVISION:

Notes:

Sample Notes

Consultant Address Address Phone Fax e-mail

EL ZINC TILE

METAL S HOOK

Consultant Address Address Phone Fax e-mail

BOLT

NETTING

STRUCTURAL UNDERLAY, ZINC SHEET 5MM

WATERPROOF MEMBRANE

Ground Floor - Callout 1 1 2 Callout 1:1 10

UNDERLAY WITH WATERPROOF MEMBRANE

Consultant Address Address Phone Fax e-mail

SUBSTRATE PLYWOOD 18MM

RIGID INSULATION 120 MM BREATHER MEMBRANE 1MM

Consultant Address Address Phone Fax e-mail

SILICON CAP 8MM

METAL GRATING

CONCRETE DRAIN PIT

Ground Floor - Callout 1 2 3 Callout 1:1 CONCRETE SLAB AND FOOTING

SAND LAYER

3 1

CRUSHED STONE LAYER

SILICON CAP 8MM

SAND BAG

WATERPROOF MEMBRANE

4 1

654

335

112

DRAINAGE PIPE

REV

DESCRIPTION

STATUS:

DATE

Project Status

STEEL GIRDER MKNM Design Studio

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

STEEL FOOTING

CLIENT:

Owner CONCRETE TROUGH ARCHITECT:

PVC PIPE 6MM CONCRETE DRAINAGE PIT

Ground Floor - Callout 1 1 : 10

SITE:

Enter address here

Ground Floor - Callout 1 3 4 Callout 1:5

TITLE:

Drain Detail SCALE AT A0: DATE:

As indicated

PROJECT NO:

Project Number

DRAWN:

Author

10/03/17 DRAWING NO:

CHECKED:

Checker REVISION:

Notes: STEEL BANNISTER

Sample Notes STEEL MULLION

Consultant Address Address Phone Fax e-mail

GLASS PANEL

Consultant Address Address Phone Fax e-mail

TIMBER PLANK 2061 X 250 X 50MM

TIMBER PLANK 2061 X 250 X 13MM

250

LIFT SHAFT

CONCRETE

STEEL MULLION

Consultant Address Address Phone Fax e-mail

1532

Section 1 - Callout 1 1:5

Consultant Address Address Phone Fax e-mail

Level 1

9500

2950

6500

800

Mezzanine

3200

1010

300

3500

2 A506

155 115 225

Ground Floor 0 REV

DESCRIPTION

STATUS:

DATE

Project Status

Pile -555

MKNM Design Studio

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

CLIENT:

City of Yarra ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

Section 1 1 : 20

Stair Detail 01 SCALE AT A0: DATE:

As indicated

PROJECT NO:

20170808

DRAWN:

Author

10/03/17 DRAWING NO:

A506

CHECKED:

Checker REVISION:

week 12

metropol parasol, jurgen mayer

PRECEDENT RESEARCH Gridshell structuresgood for sustainability Gridshell structures can be an example of sustainable design, due to their capacity to lower the embodied energy of a project as well as operating energy. The topology of the roof is mapped and dynamic relaxation used to perform a structural analysis. The double curvature of the shell can resist normal and inplane shear forces (http://homepage.tudelft.nl/p3r3s/MSc_projects/reportKuijvenhoven.pdf). The grid shell can be gauged from connection between laths (points on a grid), which are generally spaced at around 0.5m to 1m. Tension, compression, bending, shear and torsion forces can all be identified by calculations made between two plotted laths. As the members have to be connected at their intersections, bracing is required- either through diagonal bracing or by a continuous cladding layer. Timber can be assembled in its flat form on site, and then bent into shape.

panels

The cut out from the panels to make room for the joints is a fairly consistent rectangle shape. This is to keep a constant distance between joints. The angle of rotation is limited,

joints

bracing

connection to the slab

30MM X 1190MM X 4MM

purlins

roofing structure

saville gardens, uk

â&#x20AC;&#x153;Stramit, Purlins, Girts and Bridging.â&#x20AC;? Detailing and Installation Guide.

We decided to use S shaped purlins, 254mm in the web, 76 in the flange, and 2.4mm thick.

MATERIAL RESEARCH

TIMBER- GLULAM “FFM’s Kerto-Q light timber beams with a polyurethane coating The coat of the Parasol is self-cleaning, and only needs repainting every 20-25 years The architects decided on FFM’s Kerto-Q light timber beams with a polyurethane coating, which is cheaper than metal but still durable. The polyurethane coating protects the wood and allows it to breathe, a sort of natural air conditioning and the wood itself doesn’t give off hazardous fumes when it burns. It is also sustainably planted, with a certificate PEFC (Programmed for the Endorsement of Forest Certification schemes), granted by the Finnish Forest Council of Certification. Load Distribution Metropol Parasol is designed from the concept of tree. The whole weight of the tree is supported by it’s from small branches to the biggest branches, transfer to the trunk and finally to the root and dischrges into the ground.”

6700m2

Notes:

LEGENDS

Consultant Address Address Phone Fax e-mail

PROJECT NAME PROJECT LOCATION ISSUE DATE GROUP NAME TUTOR NAME SUBJECT NAME SCHOOL NAME SEMESTER

SHEET NUMBER A100 A101 A102 A103 A105 A201 A301 A501 A202 A302 A104 A502 A503 A504 A505

Consultant Address Address Phone Fax e-mail

THE WAFFLE 60-99 CREMORNE STREET, CREMORNE 3121 18/07/2017 MKNM ADI ATIC ARCH1014 TECHNOLOGY 03 RMIT UNIVERSITY SEMESTER 2, 2017

Consultant Address Address Phone Fax e-mail

ICE BAN SHEET LIST SHEET NAME

Consultant Address Address Phone Fax e-mail

Ice Rink Perspective View

MATERIAL INFORMATION FLOOR TYPE LEGEND

MULLIONS TYPE TYPE 01 (EXTERNAL CURTAIN WALL)

ICE 01 (MATERIAL UNDER ICE)

400x200 STAINLESS STEEL MULLION

30 ICE 120 CONCRETE SLAB 100 RIGIDED INSULATION 500 GRAVEL

TYPE 02 (INTERNAL CURTAIN WALL)

REV

DESCRIPTION

STATUS:

DATE

Project Status

300x100 STAINLESS STEEL MULLION CON 01 (MAIN HALL) 50 CONCRETE SLAB 5 WATER PROOF MEMBRANE 175 CONCRETE SLAB

MKNM Design Studio

TYPE 03 (CORNER CURTAIN WALL)

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

400x400 STAINLESS STEEL MULLION CON 02 (PAINTED CONCRETE) 50 PAINTED CONCRETE SLAB 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

TIL 01 (TILED FLOOR) 600x1200 PAINTED TILE 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

TIL 02 (TOILET TILE) 600x600 PAINTED TILE 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

RUB 01 (CHANGEROOM FLOOR) 10 RUBBER SOFTFALL 5 WATERPROOF MEMBRANE 175 CONCRETE PANEL

WALL TYPE LEGEND CLIENT:

WT01 (EXTERNAL WALL) 150 PRECAST CONCRETE PANEL 100 RIGID INSULATION 150 PRECAST CONCRETE PANEL

WT02 (INTERNAL WALL) 12 PREMIER WOOD PANEL 130 PRECAST CONCRETE PANEL

WT03 (DOUBLE GLAZED CURTAIN WALL) 8 LOW E TOUGHENED GLASS PANEL 15 ARGON GAS SPACE 8 LOW E TOUGHENED GLASS PANEL

City of Yarra ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

COVER PAGE SCALE AT A0: DATE:

As indicated PROJECT NO:

20170808

DRAWN:

MKNM

08/15/17 DRAWING NO:

A100

CHECKED:

A.A REVISION:

Notes:

LEGENDS

BLAN CHE S T 10

A201 N

WEL LING

T ON

A202

CRE MO

PARK INS L N

A201

RNE ST

A B

A202

E F

REV

DESCRIPTION

STATUS:

DATE

Project Status

MKNM Design Studio 124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

CLIENT:

City of Yarra NORT H

ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121.

Site 1 : 250

TITLE:

SITE PLAN SCALE AT A0: DATE:

1 : 250 PROJECT NO:

20170808

DRAWN:

MKNM

08/15/17 DRAWING NO:

A101

CHECKED:

A.A REVISION:

9936

A202

9936

C A302

9936

1557

8 9936

9936

82468

1557

11732

150

4376

150

4565

150

1960

150

5912

150

6482

150

Notes:

9936

5000 150

11021

5941

150

6559

150

3949

150

4010

150

6072

150

7688

400

LEGENDS

5000

WALL TYPE LEGEND

BLEACHER SEATS TO BE 22 BY 4 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION

1751

D08

D04

TEAM CHANGE ROOM FEMALE HOME

0.21

TOILET MALE

TOILET DISABLED

0.23

0.24

TIL 02

0.22

RUB 01

D04

TOILET FEMALE 0.25

COL07 GRATE PIT TO BE LOCATED IN CENTRE OF TIMBER COLUMN REFER TO DETAIL

915 700

12 PREMIER WOOD PANEL 130 PRECAST CONCRETE PANEL

D08

TIL 02

D05

WT03 (DOUBLE GLAZED CURTAIN WALL)

5800

RUB 01

8 LOW E TOUGHENED GLASS PANEL 15 ARGON GAS SPACE 8 LOW E TOUGHENED GLASS PANEL

D05

D08

FLOOR TYPE LEGEND

BLEACHER SEATS TO BE 22 BY 4 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION

COL08 GRATE PIT TO BE LOCATED IN CENTRE OF TIMBER COLUMN REFER TO DETAIL

4400

ICE 01 (MATERIAL UNDER ICE) 30 ICE 120 CONCRETE SLAB 100 RIGIDED INSULATION 500 GRAVEL

CON 01

4055

PLUMBING

MAIN HALL 1.44

CON 01

0.13

50 CONCRETE SLAB 5 WATER PROOF MEMBRANE 175 CONCRETE SLAB

D02 FRONT ROW SEATS TO INCORPORATED DISABLED PARKING

2362

FRONT ROW SEATS TO INCORPORATED DISABLED PARKING

12000

4000

CON 01

CON 01 (MAIN HALL)

BLEACHER SEATS TO BE 22 BY 4 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION

2000

BLEACHER SEATS TO BE 22 BY 4 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION

D05

4000

150

CON 02

CON 02 (PAINTED CONCRETE) 50 PAINTED CONCRETE SLAB 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

CON 02

150

8627

WT01

COL04 GRATE PIT TO BE LOCATED IN CENTRE OF DRAIN SHAFT, PERSONAL ACCESS, REFER TO DETAIL

5800

TIL 01 (TILED FLOOR)

00 50

50 00

600x1200 PAINTED TILE 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

12000

150 PRECAST CONCRETE PANEL 100 RIGID INSULATION 150 PRECAST CONCRETE PANEL

WT02 (INTERNAL WALL)

3700

150 2500

D04

TEAM CHANGE ROOM MALE HOME

2000

3266

1830 5810

D05

0.15

D04

COL06 GRATE PIT TO BE LOCATED IN CENTRE OF DRAIN SHAFT, PERSONAL ACCESS, REFER TO DETAIL

D02

DRY ROOM

D04

RUB 01

WT01 (EXTERNAL WALL)

TIL 02

1.16

0.20

0.19

RUB 01

TIL 02

LIFT

D08

TEAM CHANGE ROOM FEMALE AWAY

TEAM CHANGE ROOM MALE AWAY

0.18

0.17

RUB 01

D05

CON 01

TIL 02

5800

5257

7100

0.16

D08

TIL 02

FIGRURE CHANGE ROOM FIGURE CHANGE ROOM FEMALE MALE

CON 02

D08

TIL 02

7147

TIL 02

D06

UP CON 02

2400

2000

150 1600 400

5800

2700

1960

CON 02

LAUNDRY

7127

WT01

D02

9127

915 700

1751

D08 6580

2356 9071

600x600 PAINTED TILE 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

RUB 01 (CHANGEROOM FLOOR) 10 RUBBER SOFTFALL 5 WATERPROOF MEMBRANE 175 CONCRETE PANEL

150

CON 02

ICE RINK SIDE TO HAVE OPENING FOR ZAMBONI TO ENTER THE ICE

4580

4000

400x200 STAINLESS STEEL MULLION

2076 TYPE 02 (INTERNAL CURTAIN WALL)

0.11

D07

300x100 STAINLESS STEEL MULLION

NORTH AMERICAN SIZED ICE RINK FLOOR DIRECTLY UNDER ICE TO FOLLOW DETAIL NO.1

TYPE 03 (CORNER CURTAIN WALL)

COL05

D04

A201

400x400 STAINLESS STEEL MULLION

10200

D05 MECHANICAL (COMPRESSORS)

4545

4000

150

CON 02

700

69886

8727

STORAGE (GOALS AND SHORT TRACK)

0.01

D08

ICE 01

150

700

TYPE 01 (EXTERNAL CURTAIN WALL)

D08

ICE RINK 5000

D07

0.12

29000

A301

MULLIONS TYPE

60000

ZAMBONI ROOM

D07

26000

CON 05

4841

4000

A202

12000

8527

D08

TIL 02 (TOILET TILE)

WALL TYPE 01 TO BE RIGID INSULATION SANDWICHED CONCRETE PANEL 12M X 3.5M, REFER MANUFACTU RE'S DETAIL

D07

0.10

CON 02

00 50

50 00

FRONT ROW SEATS TO INCORPORATED DISABLED PARKING

D02

CON 01

1.44

FRONT ROW SEATS TO INCORPORATED DISABLED PARKING

CON 01

BLEACHER SEATS TO BE 21 BY 6 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION

4500

BLEACHER SEATS TO BE 33 BY 6 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION

1830

MAIN HALL

CON 01

4500

5422

D02

150

1830

8627

2000

D05

FIRE EXTINGISH 0.09

CON 02 SKATE AND MAINTENANCE

D05 D05

4950

D08

CON 02

D08

150

5800

8627

D04

BENCHES AND LOCKERS TO BE PLACED OUTSIDE TOILET FOR CHANGING INTO ICE GEARS

12000

HEAD OFFICE & FIRST AID 0.06

WT01

D08

COL02

COL03

GRATE PIT TO BE LOCATED IN CENTRE OF DRAIN SHAFT, PERSONAL ACCESS, REFER TO DETAIL

D08

5800

WT03

BENCHES AND LOCKERS TO BE PLACED OUTSIDE TOILET FOR CHANGING INTO ICE GEARS

WT03

D03

D05

TOILET FEMALE 0.04

D03

TOILET MALE

CAFE

TICKETING

0.03

0.02

0.01

TIL02

TIL01

WT03

D05

D03

0.28

0.27

TIL02

D01

Ground Floor 1 : 100

2600

150

2400

150

12397

1000

150 1735 150

200 4505

150

6395

2000

CLEANING

0.10

0.26

City of Yarra ARCHITECT:

MKNM

8235

SITE:

D01 1000 200

200

2000

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

CLIENT:

LIFT

GRATE PIT TO BE LOCATED IN CENTRE OF TIMBER COLUMN REFER TO DETAIL

0.29

TIL01

WT01

DATE

MKNM Design Studio

D11

TIL02

400

5800

TOILET DISABLED

WT03

WT02

NORT H

D05

TIL01

D05

DESCRIPTION

Project Status

TOILET FEMALE

0.05

WALL TYPE 01 TO BE RIGID INSULATION SANDWICHED CONCRETE PANEL 12M X 3.5M, REFER MANUFACTURE'S DETAIL

150

REV STATUS:

D05

TOILET MALE

SHOP

D03

HEAD OFFICE STORAGE ROOM

CON 02

D03

WT03

0.30

TIL02

4450

GRATE PIT TO BE LOCATED IN CENTRE OF DRAIN SHAFT, PERSONAL ACCESS, REFER TO DETAIL

1557 400

D08

CON 02

10198

D08

TIMBER STRUCTURE VARYING THICKNESS, REFER TO ROO FPLAN

9000

COL01 GRATE PIT TO BE LOCATED IN CENTRE OF DRAIN SHAFT, PERSONAL ACCESS, REFER TO DETAIL

A301

BLEACHER SEATS TO BE 21 BY 6 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION

CONCRETE RETAINING WALL 500mm THICK, REFER TO DETAIL

0.07 1

11780

13373

12000

0.08

8748

6810

ELECTRICAL CONTROL

400

150

D05

150

8627

5400

CON 02

2200

11900

3965

60-88 Cremorne Street, Cremorne 3121.

1000

WT01

200

7800

6400 89425

150

4671

150

5245

150

4280

150

TITLE:

9250

150

2400

150

2600

150

3323

400

5400

GROUND FLOOR PLAN SCALE AT A0: DATE:

As indicated PROJECT NO:

20170808

DRAWN:

MKNM

08/15/17 DRAWING NO:

A102

CHECKED:

A.A REVISION:

A202

A302

W 9936 1557

9936

7632 400

2827

200

9936

4500 2800

200

2500

200

10964

7611

150

Notes:

89425 9936

150

A301

9936

5260

9936

8536

2620

6447

9936 150

6894

9936

150

6893

150

2500

150 2500

LEGENDS

9936

6725 200

4500

2500

200

3448 2800

200

2827

5000

WALL TYPE LEGEND

400

1751

150 PRECAST CONCRETE PANEL 100 RIGID INSULATION 150 PRECAST CONCRETE PANEL

1.03

1.04

CON 02

WT03

WT02

VIP

FIGURE SKATE OFFICE

SHORT TRACK OFFICE

ICE SKATING OFFICE

1.05

1.06

1.07

1.08

WT02

CON 02

WT03

WT02

2000

12 PREMIER WOOD PANEL 130 PRECAST CONCRETE PANEL

WT02

CON 02

WT03 (DOUBLE GLAZED CURTAIN WALL) 8 LOW E TOUGHENED GLASS PANEL 15 ARGON GAS SPACE 8 LOW E TOUGHENED GLASS PANEL

FLOOR TYPE LEGEND

400 200

5300

200

5239

200

7560

200

5064

200

6322

DOUBLE GLAZING CURTAIN WALL WITH STEEL MULLIANS 100X50. REFER TO MULLIAN DETAIL

RAIN WATER TO BE DRAINED VIA GRATE PIT, REFER TO GROUND FLOOR PLAN.SELF ADHESIVE WATERPROOF UNDERLAYMENT TO BE APPLIED ON THE DRAIN SHAFT, REFER TO DETAIL

7127

WT02 (INTERNAL WALL)

2300

WT02

D05

WT02

6 5 4 3 2 1

WT03

WT02

D05

375

WT02

D05

5002

200 2300

WT03

STRECH ROOM

1.02

D03

14 13 12 11 10 9 8 7

SCORE BOX

CON 02

19 18 17 16 15

200

Ice Hockey Team Room

WT02

D03

200

19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

D05

1946

CON 02

1.08

D03

2300

1946

2300

9127

WT01 (EXTERNAL WALL)

400 CORRIDOR

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

200

2000

400

1751

200

6844

200

6843

200

6650 ICE 01 (MATERIAL UNDER ICE)

DOUBLE GLAZING CURTAIN WALL WITH STEEL MULLIANS 100X50. REFER TO MULLIAN DETAIL

WT03

30 ICE 120 CONCRETE SLAB 100 RIGIDED INSULATION 500 GRAVEL

CON 01 (MAIN HALL)

RAIN WATER TO BE DRAINED VIA GRATE PIT, REFER TO GROUND FLOOR PLAN.SELF ADHESIVE WATERPROOF UNDERLAYMENT TO BE APPLIED ON THE DRAIN SHAFT, REFER TO DETAIL

4055

2362

50 CONCRETE SLAB 5 WATER PROOF MEMBRANE 175 CONCRETE SLAB

CON 02 (PAINTED CONCRETE) 50 PAINTED CONCRETE SLAB 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

DOUBLE GLAZING CURTAIN WALL WITH STEEL MULLIANS 400X200. REFER TO MULLIAN DETAIL

8627

DOUBLE GLAZING CURTAIN WALL WITH STEEL MULLIANS 400X200. REFER TO MULLIAN DETAIL

TIL 01 (TILED FLOOR) 600x1200 PAINTED TILE 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

TIL 02 (TOILET TILE) 600x600 PAINTED TILE 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

RUB 01 (CHANGEROOM FLOOR) 10 RUBBER SOFTFALL 5 WATERPROOF MEMBRANE 175 CONCRETE PANEL

MULLIONS TYPE

8527

RAIN WATER TO BE DRAINED VIA GRATE PIT, REFER TO GROUND FLOOR PLAN.SELF ADHESIVE WATERPROOF UNDERLAYMENT TO BE APPLIED ON THE DRAIN SHAFT, REFER TO DETAIL

400x200 STAINLESS STEEL MULLION

26000

TYPE 01 (EXTERNAL CURTAIN WALL)

29000

A202

A301

TYPE 02 (INTERNAL CURTAIN WALL)

300x100 STAINLESS STEEL MULLION

71636

TYPE 03 (CORNER CURTAIN WALL) 400x400 STAINLESS STEEL MULLION

A201

8727

DOUBLE GLAZING CURTAIN WALL AND STEEL MULLION TO BE FIXED ONTO CONCRETE WALL BELOW, REFER DETAIL

8627

60000

DOUBLE GLAZING CURTAIN WALL AND STEEL MULLION TO BE FIXED ONTO CONCRETE WALL BELOW, REFER DETAIL

G 77523 2616

MULLION TO BE PLACED 2300MM APART EXCEPT AT EDGE, REFER DIMENSION.

28107

7940

30511

2546

2292

3488

8627

MULLION TO BE PLACED 2300MM APART EXCEPT AT EDGE, REFER DIMENSION.

RAIN WATER TO BE DRAINED VIA GRATE PIT, REFER TO GROUND FLOOR PLAN.SELF ADHESIVE WATERPROOF UNDERLAYMENT TO BE APPLIED ON THE DRAIN SHAFT, REFER TO DETAIL

1 A301

RAIN WATER TO BE DRAINED VIA GRATE PIT, REFER TO GROUND FLOOR PLAN.SELF ADHESIVE WATERPROOF UNDERLAYMENT TO BE APPLIED ON THE DRAIN SHAFT, REFER TO DETAIL

REV

200

2500

2641

2500

2660

21835

100

2900

200

2500

200

2100

3612

200

2007

WT02 D05

WT02

Food Store 1.11

11 12 13 14 15 16 17 18 19

D05 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

WT02

D03

2300

CON 02

200

1.09

WT02

1946

1.10

200

1 2 3 4 5 6 7 8 9 10

RESTAURANT

4500

WT03

200

2000

1000 200 7930

200

2000

200

2007

200

2500

3490

200

150

2500

12336

150

4854

150

2355

150

4622

1830

3030

200

2500

2242

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

200

2561

CLIENT:

City of Yarra ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121.

400

TITLE:

MEZZANINE FLOOR PLAN SCALE AT A0: DATE:

As indicated

Mezzanine 1 : 100

DATE

MKNM Design Studio

2300

2900

400

2900

2590

100

2260

4 3 2 1

2400 2900

2900

3676

1.01

CON 02

685

100

762

2825

GYM

KITCHEN

200

WT03

8 7 6 5

150

GYM EQUIPMENTS AND LAYOUT TO REFER GYM OWNER

3190

762 520

200 16 15 14 13 12 11 10 9

700 200

200

WT03

2700

1600 2180

3050

5000

1572 400

400

WT03

150

4500

200 2300 200 1946

2900

400

3623

100

2400

11 12 13 14 15 16 17 18 19

2900

Project Status

DOUBLE GLAZING CURTAIN WALL WITH STEEL MULLIANS 100X50. REFER TO MULLIAN DETAIL

NORT H

100

1 2 3 4 5 6 7 8 9 10

2950

100

2300

8627

400

DESCRIPTION

STATUS:

DOUBLE GLAZING CURTAIN WALL WITH STEEL MULLIANS 100X50. REFER TO MULLIAN DETAIL

PROJECT NO:

20170808

DRAWN:

MKNM

08/15/17 DRAWING NO:

A103

CHECKED:

A.A. REVISION:

9936 1557 1726

9936

A202 W

9936 82868

9936

8 9936

9936

Notes:

9936

LEGENDS

5000 1480

1751

645220 1240 300 1200

C A302

9936

489

1280 220 1280 220

9127

1543

7127

8627

A202

8527

A A301

A201

8727

69886

8627

1 A301

REV

DESCRIPTION

STATUS:

DATE

Project Status

8627

MKNM Design Studio 124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

CLIENT:

1368 220 1280 220 1280

NORT H

City of Yarra

ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121.

Roof 1 : 100

5000

4016

TITLE:

ROOF PLAN SCALE AT A0: DATE:

1 : 100 PROJECT NO:

20170808

DRAWN:

Author

08/15/17 DRAWING NO:

A105

CHECKED:

Checker REVISION:

9936

WALL TYPE 01 TO BE RIGID INSULATION SANDWICHED CONCRETE PANEL 12M X 3.5M, REFER MANUFACTURE'S DETAIL

9936

RAIN WATER TO BE DIRECTED TO DRAIN SHAFT, REFER TO GROUNDFLOOR PLAN AND DEATIL

C A302

9936

TIMBER GRID SHELL STRUCTURE THICKNESS VARIES, REFER TO ROOF PLAN

89425

A301

9936

8 9936

9936

Notes:

9936

TIMBER STRUCTURE TO BE JOINED BY INTERLOCKING SYSTEM, REFER TO DETAIL

MAIN ENTRANCE GLASS DOOR

DOUBLE GLAZED CURTAIN WALL 2.5M WIDE AND FIT TO TOP MULLION, REFER DETAIL

LEGENDS

9936

TIMBER LENTLES TO FIX CURTAIN PANELS TO ROOF INSULATION, REFER TO DETAIL

ROOF CLADDING TO BE ZINC TITANIUM FLAT LOCK SYSTEM TILE, REFER DETAIL

17526

5200

STAINLESS STEEL MULLION 400MM X 200MM TO FIT TOP MULLION

Level 1

8500

6500

Mezzanine 3500 D01

D01 Ground Floor 0

1557

1262

2000

1400

2000

1240

5000

Elevation East 1 : 100

A301

76636 8623

TIMBER GRID SHELL STRUCTURE THICKNESS VARIES, REFER TO ROOF PLAN

8627

RAIN WATER TO BE DIRECTED TO DRAIN SHAFT, REFER TO GROUNDFLOOR PLAN AND DEATIL

8627

WALL TYPE 01 TO BE RIGID INSULATION SANDWICHED CONCRETE PANEL 12M X 3.5M, REFER MANUFACTURE'S DETAIL

8727

DOUBLE GLAZED CURTAIN WALL 2.5M WIDE AND FIT TO TOP MULLION, REFER DETAIL

8627

7127

TIMBER LENTLES TO FIX CURTAIN PANELS TO ROOF INSULATION, REFER TO DETAIL TIMBER STRUCTURE TO BE JOINED BY INTERLOCKING SYSTEM, REFER TO DETAIL

9127

ROOF CLADDING TO BE ZINC TITANIUM FLAT LOCK SYSTEM TILE, REFER DETAIL

16635

4247

STAINLESS STEEL MULLION 400MM X 200MM TO FIT TOP MULLION

8527

Level 1 6500 REV

DESCRIPTION

8400

STATUS:

DATE

Project Status

Mezzanine 3500

D02

MKNM Design Studio 124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

D06 Ground Floor 0

5000

1906

1067 624

1751

CLIENT:

City of Yarra ARCHITECT:

Elevation North 1 : 100

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

ELEVATIONS 01 SCALE AT A0: DATE:

1 : 100 PROJECT NO:

20170808

DRAWN:

Author

08/15/17 DRAWING NO:

A201

CHECKED:

Checker REVISION:

A A301

1 A301

Notes:

LEGENDS

76636

9127

7127

RAIN WATER TO BE DIRECTED TO DRAIN SHAFT, REFER TO GROUNDFLOOR PLAN AND DEATIL

8627

TIMBER LENTLES TO FIX CURTAIN PANELS TO ROOF INSULATION, REFER TO DETAIL

8527

8727

8627

WALL TYPE 01 TO BE RIGID INSULATION SANDWICHED CONCRETE PANEL 12M X 3.5M, REFER MANUFACTURE'S DETAIL

MECHANICAL DOORS FOR ZAMBONI/EQUIPMENT/COMP RESSOR ROOMS

DOUBLE GLAZED CURTAIN WALL 2.5M WIDE AND FIT TO TOP MULLION, REFER DETAIL

8627

TIMBER STRUCTURE TO BE JOINED BY INTERLOCKING SYSTEM, REFER TO DETAIL

8623

ROOF CLADDING TO BE ZINC TITANIUM FLAT LOCK SYSTEM TILE, REFER DETAIL

TIMBER GRID SHELL STRUCTURE THICKNESS VARIES, REFER TO ROOF PLAN

Roof

STAINLESS STEEL MULLION 400MM X 200MM TO FIT TOP MULLION

16148

3600

21891

Level 1 6500 D07

D07

8400

D07

Mezzanine 3500

D02

Ground Floor 0 1751 1067 700

5860

2000

5944

5226

4000

700

4000

700

4000

2000

1830

3424

5000

Elevation South 1 : 100

e A301

C A302

89425 9936

RAIN WATER TO BE DIRECTED TO DRAIN SHAFT, REFER TO GROUNDFLOOR PLAN AND DEATIL

9936

WALL TYPE 01 TO BE RIGID INSULATION SANDWICHED CONCRETE PANEL 12M X 3.5M, REFER MANUFACTURE'S DETAIL

9936

TIMBER GRID SHELL STRUCTURE THICKNESS VARIES, REFER TO ROOF PLAN

9936

DOUBLE GLAZED CURTAIN WALL 2.5M WIDE AND FIT TO TOP MULLION, REFER DETAIL

9936

TIMBER LENTLES TO FIX CURTAIN PANELS TO ROOF INSULATION, REFER TO DETAIL

9936

TIMBER STRUCTURE TO BE JOINED BY INTERLOCKING SYSTEM, REFER TO DETAIL

9936

ROOF CLADDING TO BE ZINC TITANIUM FLAT LOCK SYSTEM TILE, REFER DETAIL STAINLESS STEEL MULLION 400MM X 200MM TO FIT TOP MULLION

Roof

16541

4232

21891

Level 1 6500

REV

DESCRIPTION

8400

STATUS:

DATE

Project Status

Mezzanine

MKNM Design Studio

3500

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

D02

Ground Floor 0 5000

1557

CLIENT:

City of Yarra ARCHITECT:

MKNM SITE:

Elevation West 1 : 100

60-88 Cremorne Street, Cremorne 3121. TITLE:

ELEVATIONS 02 SCALE AT A0: DATE:

1 : 100 PROJECT NO:

20170808

DRAWN:

Author

08/19/17 DRAWING NO:

A202

CHECKED:

Checker REVISION:

Notes:

LEGENDS

A301

76636 9127

7127

8627

8527

8727

8627

ELZINC FLAT LOCK TYPE CLADDING - REFER TO DETAIL

8623

DRAIN SHAFT FOR STORM WATER DISCHARGE, REFER TO DETAIL

INTERLOCKED TIMBER STRUCTURE, REFER TO ROOF PLAN

CONCRETE RETAINING WALL 500mm THICK, REFER TO DETAIL

DOUBLE GLAZING CURTAIN WALL AND MULLIONS, REFER TO DETAIL

CONCRETE FOUNATATION AND GRATE PIT, REFER TO DEATIL

Level 1 6500

Mezzanine 3500 MAIN HALL

MAIN HALL 1.44

ICE RINK 0.01

1.44

Ground Floor 0

SECTION C 1 : 100

REV

DESCRIPTION

STATUS:

DATE

Project Status

MKNM Design Studio 124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

CLIENT:

City of Yarra ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

SECTIONS 02 SCALE AT A0: DATE:

1 : 100 PROJECT NO:

20170808

DRAWN:

Author

08/19/17 DRAWING NO:

A302

CHECKED:

Checker REVISION:

Notes:

LEGENDS

A302

---

89425 9936

9936

ELZINC FLAT LOCK TYPE CLADDING - REFER TO DETAIL INTERLOCKED TIMBER STRUCTURE, REFER TO ROOF PLAN DRAIN SHAFT FOR STORM WATER DISCHARGE, REFER TO DETAIL

DOUBLE GLAZING CURTAIN WALL AND MULLIONS, REFER TO DETAIL

CONCRETE RETAINING WALL 500mm THICK, REFER TO DETAIL WT03 Level 1 6500

Mezzanine 3500 ZAMBONI ROOM

MAIN HALL

ICE RINK

MAIN HALL

0.12

1.44

0.01

1.44

Ground Floor 0

CONCRETE FOUNATATION AND GRATE PIT, REFER TO DEATIL

SECTION A 1 : 100

A302

89425 9936

9936

DRAIN SHAFT FOR STORM WATER DISCHARGE, REFER TO DETAIL

CONCRETE RETAINING WALL 500mm THICK, REFER TO DETAIL

ELZINC FLAT LOCK TYPE CLADDING - REFER TO DETAIL

INTERLOCKED TIMBER STRUCTURE, REFER TO ROOF PLAN

1 A501

CONCRETE FOUNATATION AND GRATE PIT, REFER TO DEATIL

DOUBLE GLAZING CURTAIN WALL AND MULLIONS, REFER TO DETAIL Level 1 6500 REV

WT03

DESCRIPTION

STATUS:

DATE

Project Status

Mezzanine 3500

D11

D05

D03

WT02

D03

D05

MAIN HALL

SKATE AND MAINTENANCE

1.44

0.07

MKNM Design Studio 124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

Ground Floor 0 CLIENT:

City of Yarra ARCHITECT:

MKNM SITE:

---

60-88 Cremorne Street, Cremorne 3121. TITLE:

SECTIONS 01 SCALE AT A0: DATE:

SECTION B 1 : 100

1 : 100 PROJECT NO:

20170808

DRAWN:

Author

08/15/17 DRAWING NO:

A301

CHECKED:

Checker REVISION:

Notes:

LEGENDS

EL ZINC TILES 15MM X 15MM X 2MM

PURLIN 300MM X 100MM

EL ZINC TILES 15MM X 15MM X 2MM

RIGID INSULATION 120MM

SELF-ADHESIVE WATERPROOF UNDERLAYMENT

PLYWOOD SUBSTRATE 18MM SERVICES CAVITY

RIGID INSULATION 120MM 39

300

BREATHER MEMBRANE CAVITY FOR ABUTTING JOINT

2 A506

TIMBER STRUCTURE

STEEL L BRACKET

A506- DRAIN DETAIL 02

COUNTERSUNK NAIL 50MM LONG

1:5

TIMBER STRUCTURE

DOOR 08- REFER TO PLAN DETAILS ACCESS TO DRAIN CAVITY FOR PERSONNEL ONLY

CONCRETE RETAINING WALL 500MM THICK

521

3000

3500

SELF-ADHESIVE WATERPROOF UNDERLAYMENT

200

405

SLAB 300MM THICK

SAND LAYER 200 MM SELD-ADVESIVE WATER-ROOF MEMBRANE EXTENDS DOWN 405 MM IN DRAIN PIT.

EARTH

REV

DESCRIPTION

STATUS:

DATE

Project Status

681

MKNM Design Studio

2807

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

METAL DRAIN GRATE CLIENT:

City of Yarra CONCRETE DRAIN PIT

ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

DRAIN DETAIL- SECTION 5900

SCALE AT A0: DATE:

As indicated

A506- DRAIN DETAIL 01 1 : 20

PROJECT NO:

20170808

DRAWN:

Author

10/10/17 DRAWING NO:

A506

CHECKED:

Checker REVISION:

final

Notes:

LEGENDS

Consultant Address Address Phone Fax e-mail

PROJECT NAME PROJECT LOCATION ISSUE DATE GROUP NAME TUTOR NAME SUBJECT NAME SCHOOL NAME SEMESTER

SHEET NUMBER A100 A101 A102 A103 A105 A201 A301 A501 A202 A302 A104 A502 A503 A504 A505

Consultant Address Address Phone Fax e-mail

THE WAFFLE 60-99 CREMORNE STREET, CREMORNE 3121 18/07/2017 MKNM ADI ATIC ARCH1014 TECHNOLOGY 03 RMIT UNIVERSITY SEMESTER 2, 2017

Consultant Address Address Phone Fax e-mail

ICE BAN SHEET LIST SHEET NAME

Consultant Address Address Phone Fax e-mail

Ice Rink Perspective View

MATERIAL INFORMATION FLOOR TYPE LEGEND

MULLIONS TYPE TYPE 01 (EXTERNAL CURTAIN WALL)

ICE 01 (MATERIAL UNDER ICE)

400x200 STAINLESS STEEL MULLION

30 ICE 120 CONCRETE SLAB 100 RIGIDED INSULATION 500 GRAVEL

TYPE 02 (INTERNAL CURTAIN WALL)

REV

DESCRIPTION

STATUS:

DATE

Project Status

300x100 STAINLESS STEEL MULLION CON 01 (MAIN HALL) 50 CONCRETE SLAB 5 WATER PROOF MEMBRANE 175 CONCRETE SLAB

MKNM Design Studio

TYPE 03 (CORNER CURTAIN WALL)

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

400x400 STAINLESS STEEL MULLION CON 02 (PAINTED CONCRETE) 50 PAINTED CONCRETE SLAB 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

TIL 01 (TILED FLOOR) 600x1200 PAINTED TILE 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

TIL 02 (TOILET TILE) 600x600 PAINTED TILE 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

RUB 01 (CHANGEROOM FLOOR) 10 RUBBER SOFTFALL 5 WATERPROOF MEMBRANE 175 CONCRETE PANEL

WALL TYPE LEGEND CLIENT:

WT01 (EXTERNAL WALL) 150 PRECAST CONCRETE PANEL 100 RIGID INSULATION 150 PRECAST CONCRETE PANEL

WT02 (INTERNAL WALL) 12 PREMIER WOOD PANEL 130 PRECAST CONCRETE PANEL

WT03 (DOUBLE GLAZED CURTAIN WALL) 8 LOW E TOUGHENED GLASS PANEL 15 ARGON GAS SPACE 8 LOW E TOUGHENED GLASS PANEL

City of Yarra ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

COVER PAGE SCALE AT A0: DATE:

As indicated PROJECT NO:

20170808

DRAWN:

MKNM

08/15/17 DRAWING NO:

A100

CHECKED:

A.A REVISION:

Notes:

LEGENDS

BLAN CHE S T 10

A201 N

WEL LING

T ON

A202

CRE MO

PARK INS L N

A201

RNE ST

A B

A202

E F

REV

DESCRIPTION

STATUS:

DATE

Project Status

MKNM Design Studio 124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

CLIENT:

City of Yarra NORT H

ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121.

Site 1 : 250

TITLE:

SITE PLAN SCALE AT A0: DATE:

1 : 250 PROJECT NO:

20170808

DRAWN:

MKNM

08/15/17 DRAWING NO:

A101

CHECKED:

A.A REVISION:

9936

A202

9936

C A302

9936

1557

8 9936

9936

82468

1557

11732

150

4376

150

4565

150

1960

150

5912

150

6482

150

Notes:

9936

5000 150

11021

5941

150

6559

150

3949

150

4010

150

6072

150

7688

400

LEGENDS

5000

WALL TYPE LEGEND

BLEACHER SEATS TO BE 22 BY 4 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION

1751

D08

D04

TEAM CHANGE ROOM FEMALE HOME

0.21

TOILET MALE

TOILET DISABLED

0.23

0.24

TIL 02

0.22

RUB 01

D04

TOILET FEMALE 0.25

COL07 GRATE PIT TO BE LOCATED IN CENTRE OF TIMBER COLUMN REFER TO DETAIL

915 700

12 PREMIER WOOD PANEL 130 PRECAST CONCRETE PANEL

D08

TIL 02

D05

WT03 (DOUBLE GLAZED CURTAIN WALL)

5800

RUB 01

8 LOW E TOUGHENED GLASS PANEL 15 ARGON GAS SPACE 8 LOW E TOUGHENED GLASS PANEL

D05

D08

FLOOR TYPE LEGEND

BLEACHER SEATS TO BE 22 BY 4 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION

COL08 GRATE PIT TO BE LOCATED IN CENTRE OF TIMBER COLUMN REFER TO DETAIL

4400

ICE 01 (MATERIAL UNDER ICE) 30 ICE 120 CONCRETE SLAB 100 RIGIDED INSULATION 500 GRAVEL

CON 01

4055

PLUMBING

MAIN HALL 0.00

CON 01

0.13

50 CONCRETE SLAB 5 WATER PROOF MEMBRANE 175 CONCRETE SLAB

D02 FRONT ROW SEATS TO INCORPORATED DISABLED PARKING

2362

FRONT ROW SEATS TO INCORPORATED DISABLED PARKING

12000

4000

CON 01

CON 01 (MAIN HALL)

BLEACHER SEATS TO BE 22 BY 4 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION

2000

BLEACHER SEATS TO BE 22 BY 4 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION

D05

4000

150

CON 02

CON 02 (PAINTED CONCRETE) 50 PAINTED CONCRETE SLAB 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

CON 02

150

8627

WT01

COL04 GRATE PIT TO BE LOCATED IN CENTRE OF DRAIN SHAFT, PERSONAL ACCESS, REFER TO DETAIL

5800

TIL 01 (TILED FLOOR)

00 50

50 00

600x1200 PAINTED TILE 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

12000

150 PRECAST CONCRETE PANEL 100 RIGID INSULATION 150 PRECAST CONCRETE PANEL

WT02 (INTERNAL WALL)

3700

150 2500

D04

TEAM CHANGE ROOM MALE HOME

2000

3266

1830 5810

D05

0.15

D04

COL06 GRATE PIT TO BE LOCATED IN CENTRE OF DRAIN SHAFT, PERSONAL ACCESS, REFER TO DETAIL

D02

DRY ROOM

D04

RUB 01

WT01 (EXTERNAL WALL)

TIL 02

1.16

0.20

0.19

RUB 01

TIL 02

LIFT

D08

TEAM CHANGE ROOM FEMALE AWAY

TEAM CHANGE ROOM MALE AWAY

0.18

0.17

RUB 01

D05

CON 01

TIL 02

5800

5257

7100

0.16

D08

TIL 02

FIGRURE CHANGE ROOM FIGURE CHANGE ROOM FEMALE MALE

CON 02

D08

TIL 02

7147

TIL 02

D06

UP CON 02

2400

2000

150 1600 400

5800

2700

1960

CON 02

LAUNDRY

7127

WT01

D02

9127

915 700

1751

D08 6580

2356 9071

600x600 PAINTED TILE 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

RUB 01 (CHANGEROOM FLOOR) 10 RUBBER SOFTFALL 5 WATERPROOF MEMBRANE 175 CONCRETE PANEL

150

CON 02

ICE RINK SIDE TO HAVE OPENING FOR ZAMBONI TO ENTER THE ICE

4580

4000

400x200 STAINLESS STEEL MULLION

2076 TYPE 02 (INTERNAL CURTAIN WALL)

0.11

D07

300x100 STAINLESS STEEL MULLION

NORTH AMERICAN SIZED ICE RINK FLOOR DIRECTLY UNDER ICE TO FOLLOW DETAIL NO.1

TYPE 03 (CORNER CURTAIN WALL)

COL05

D04

A201

400x400 STAINLESS STEEL MULLION

10200

D05 MECHANICAL (COMPRESSORS)

4545

4000

150

CON 02

700

69886

8727

STORAGE (GOALS AND SHORT TRACK)

0.01

D08

ICE 01

150

700

TYPE 01 (EXTERNAL CURTAIN WALL)

D08

ICE RINK 5000

D07

0.12

29000

A301

MULLIONS TYPE

60000

ZAMBONI ROOM

D07

26000

CON 05

4841

4000

A202

12000

8527

D08

TIL 02 (TOILET TILE)

WALL TYPE 01 TO BE RIGID INSULATION SANDWICHED CONCRETE PANEL 12M X 3.5M, REFER MANUFACTU RE'S DETAIL

D07

0.10

CON 02

00 50

50 00

FRONT ROW SEATS TO INCORPORATED DISABLED PARKING

D02

CON 01

0.00

FRONT ROW SEATS TO INCORPORATED DISABLED PARKING

CON 01

BLEACHER SEATS TO BE 21 BY 6 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION

4500

BLEACHER SEATS TO BE 33 BY 6 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION

1830

MAIN HALL

CON 01

4500

5422

D02

150

1830

8627

2000

D05

FIRE EXTINGISH 0.09

CON 02 SKATE AND MAINTENANCE

D05 D05

4950

D08

CON 02

D08

150

5800

8627

D04

BENCHES AND LOCKERS TO BE PLACED OUTSIDE TOILET FOR CHANGING INTO ICE GEARS

12000

HEAD OFFICE & FIRST AID 0.06

WT01

D08

COL02

COL03

GRATE PIT TO BE LOCATED IN CENTRE OF DRAIN SHAFT, PERSONAL ACCESS, REFER TO DETAIL

D08

5800

WT03

BENCHES AND LOCKERS TO BE PLACED OUTSIDE TOILET FOR CHANGING INTO ICE GEARS

WT03

D03

D05

TOILET FEMALE 0.04

D03

TOILET MALE

CAFE

TICKETING

0.03

0.02

0.01

TIL02

TIL01

WT03

D05

D03

0.28

0.27

TIL02

D01

Ground Floor 1 : 100

2600

150

2400

150

12397

1000

150 1735 150

200 4505

150

6395

2000

CLEANING

0.10

0.26

City of Yarra ARCHITECT:

MKNM

8235

SITE:

D01 1000 200

200

2000

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

CLIENT:

LIFT

GRATE PIT TO BE LOCATED IN CENTRE OF TIMBER COLUMN REFER TO DETAIL

0.29

TIL01

WT01

DATE

MKNM Design Studio

D11

TIL02

400

5800

TOILET DISABLED

WT03

WT02

NORT H

D05

TIL01

D05

DESCRIPTION

Project Status

TOILET FEMALE

0.05

WALL TYPE 01 TO BE RIGID INSULATION SANDWICHED CONCRETE PANEL 12M X 3.5M, REFER MANUFACTURE'S DETAIL

150

REV STATUS:

D05

TOILET MALE

SHOP

D03

HEAD OFFICE STORAGE ROOM

CON 02

D03

WT03

0.30

TIL02

4450

GRATE PIT TO BE LOCATED IN CENTRE OF DRAIN SHAFT, PERSONAL ACCESS, REFER TO DETAIL

1557 400

D08

CON 02

10198

D08

TIMBER STRUCTURE VARYING THICKNESS, REFER TO ROO FPLAN

9000

COL01 GRATE PIT TO BE LOCATED IN CENTRE OF DRAIN SHAFT, PERSONAL ACCESS, REFER TO DETAIL

A301

BLEACHER SEATS TO BE 21 BY 6 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION

CONCRETE RETAINING WALL 500mm THICK, REFER TO DETAIL

0.07 B

11780

13373

12000

0.08

8748

6810

ELECTRICAL CONTROL

400

150

D05

150

8627

5400

CON 02

2200

11900

3965

60-88 Cremorne Street, Cremorne 3121.

1000

WT01

200

7800

6400 89425

150

4671

150

5245

150

4280

150

TITLE:

9250

150

2400

150

2600

150

3323

400

5400

GROUND FLOOR PLAN SCALE AT A0: DATE:

As indicated PROJECT NO:

20170808

DRAWN:

MKNM

08/15/17 DRAWING NO:

A102

CHECKED:

A.A REVISION:

A202

A302

W 9936 1557

9936

7632 400

2827

200

9936

4500 2800

200

2500

200

10964

7611

150

Notes:

89425 9936

150

---

9936

5260

9936

8536

2620

6447

9936 150

6894

9936

150

6893

150

2500

150 2500

LEGENDS

9936

6725 200

4500

2500

200

3448 2800

WALL TYPE LEGEND

200

A 1751

WT01 (EXTERNAL WALL)

CORRIDOR

WT03

2300

D03 SCORE BOX

STRECH ROOM

1.02

1.03

1.04

CON 02

WT03

6 5 4 3 2 1

WT03

WT02

D05

WT02

1946

D05

WT02

VIP

FIGURE SKATE OFFICE

SHORT TRACK OFFICE

ICE SKATING OFFICE

1.05

1.06

1.07

1.08

WT02

CON 02

WT03

WT02

CON 02

200

5300

200

5239

200

7560

200

5064

200

6322

DOUBLE GLAZING CURTAIN WALL WITH STEEL MULLIANS 100X50. REFER TO MULLIAN DETAIL

RAIN WATER TO BE DRAINED VIA GRATE PIT, REFER TO GROUND FLOOR PLAN.SELF ADHESIVE WATERPROOF UNDERLAYMENT TO BE APPLIED ON THE DRAIN SHAFT, REFER TO DETAIL

7127

12 PREMIER WOOD PANEL 130 PRECAST CONCRETE PANEL

WT03 (DOUBLE GLAZED CURTAIN WALL) 8 LOW E TOUGHENED GLASS PANEL 15 ARGON GAS SPACE 8 LOW E TOUGHENED GLASS PANEL

FLOOR TYPE LEGEND

400

375

WT02

D03

14 13 12 11 10 9 8 7

5002

200

WT02

D05

WT02 (INTERNAL WALL)

2300

D03 Ice Hockey Team Room

19 18 17 16 15

200

19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

2300

9127

CON 02

1.08

200

1946

2300

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

200

2000

400

150 PRECAST CONCRETE PANEL 100 RIGID INSULATION 150 PRECAST CONCRETE PANEL

200

6844

200

6843

200

6650 ICE 01 (MATERIAL UNDER ICE)

DOUBLE GLAZING CURTAIN WALL WITH STEEL MULLIANS 100X50. REFER TO MULLIAN DETAIL

WT03

30 ICE 120 CONCRETE SLAB 100 RIGIDED INSULATION 500 GRAVEL

CON 01 (MAIN HALL)

RAIN WATER TO BE DRAINED VIA GRATE PIT, REFER TO GROUND FLOOR PLAN.SELF ADHESIVE WATERPROOF UNDERLAYMENT TO BE APPLIED ON THE DRAIN SHAFT, REFER TO DETAIL

4055

2362

50 CONCRETE SLAB 5 WATER PROOF MEMBRANE 175 CONCRETE SLAB

CON 02 (PAINTED CONCRETE) 50 PAINTED CONCRETE SLAB 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

DOUBLE GLAZING CURTAIN WALL WITH STEEL MULLIANS 400X200. REFER TO MULLIAN DETAIL

8627

DOUBLE GLAZING CURTAIN WALL WITH STEEL MULLIANS 400X200. REFER TO MULLIAN DETAIL

TIL 01 (TILED FLOOR) 600x1200 PAINTED TILE 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

TIL 02 (TOILET TILE) 600x600 PAINTED TILE 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB

RUB 01 (CHANGEROOM FLOOR) 10 RUBBER SOFTFALL 5 WATERPROOF MEMBRANE 175 CONCRETE PANEL

MULLIONS TYPE

8527

RAIN WATER TO BE DRAINED VIA GRATE PIT, REFER TO GROUND FLOOR PLAN.SELF ADHESIVE WATERPROOF UNDERLAYMENT TO BE APPLIED ON THE DRAIN SHAFT, REFER TO DETAIL

400x200 STAINLESS STEEL MULLION

26000

TYPE 01 (EXTERNAL CURTAIN WALL)

29000

A202

A301

TYPE 02 (INTERNAL CURTAIN WALL)

300x100 STAINLESS STEEL MULLION

71636

TYPE 03 (CORNER CURTAIN WALL) 400x400 STAINLESS STEEL MULLION

A201

8727

DOUBLE GLAZING CURTAIN WALL AND STEEL MULLION TO BE FIXED ONTO CONCRETE WALL BELOW, REFER DETAIL

8627

60000 DOUBLE GLAZING CURTAIN WALL AND STEEL MULLION TO BE FIXED ONTO CONCRETE WALL BELOW, REFER DETAIL

G 77523 2616

MULLION TO BE PLACED 2300MM APART EXCEPT AT EDGE, REFER DIMENSION.

28107

7940

30511

2546

2292

3488

8627

MULLION TO BE PLACED 2300MM APART EXCEPT AT EDGE, REFER DIMENSION.

RAIN WATER TO BE DRAINED VIA GRATE PIT, REFER TO GROUND FLOOR PLAN.SELF ADHESIVE WATERPROOF UNDERLAYMENT TO BE APPLIED ON THE DRAIN SHAFT, REFER TO DETAIL

1 A301

RAIN WATER TO BE DRAINED VIA GRATE PIT, REFER TO GROUND FLOOR PLAN.SELF ADHESIVE WATERPROOF UNDERLAYMENT TO BE APPLIED ON THE DRAIN SHAFT, REFER TO DETAIL

REV

5000

2180

200

2500

200

2641

2500

2660

21835

200

2500

200

2100

3612

200

2007

100

2900

WT02

CON 02

D05

Food Store 1.11

11 12 13 14 15 16 17 18 19

D05

16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

WT02

D03

200

WT02

200

1.09

WT02

1946

1.10

2 3 4 5 6 7 8 9 10

4500

WT03

RESTAURANT

200

2000

1000 200 7930

200

2000

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

CLIENT:

City of Yarra ARCHITECT:

MKNM SITE:

200

2007

200

2500

200

2500

200

2500

200

60-88 Cremorne Street, Cremorne 3121. TITLE:

MEZZANINE FLOOR PLAN 3490

150

12336

150

4854

150

2355

150

4622

1830

3030

2242

SCALE AT A0: DATE:

As indicated

Mezzanine 1 : 100

DATE

MKNM Design Studio

2300

2900

2300

100

3040

2590

2400

2900

2500

2900

3676

4 3 2 1

700

100

762

1.01

CON 02

2900

3190

762 520

200 2825

GYM

KITCHEN

200

WT03

8 7 6 5

150

GYM EQUIPMENTS AND LAYOUT TO REFER GYM OWNER

200

WT03

16 15 14 13 12 11 10 9

685

3050

WT03

2700

1600

1572 400

400

150

4500

200 2300 200 1946

2900

400

3623

100

2400

11 12 13 14 15 16 17 18 19

2900

Project Status

DOUBLE GLAZING CURTAIN WALL WITH STEEL MULLIANS 100X50. REFER TO MULLIAN DETAIL

NORT H

100

1 2 3 4 5 6 7 8 9 10

2950

100

2300

8627

400

DESCRIPTION

STATUS:

DOUBLE GLAZING CURTAIN WALL WITH STEEL MULLIANS 100X50. REFER TO MULLIAN DETAIL

PROJECT NO:

20170808

DRAWN:

MKNM

08/15/17 DRAWING NO:

A103

CHECKED:

A.A. REVISION:

9936

WALL TYPE 01 TO BE RIGID INSULATION SANDWICHED CONCRETE PANEL 12M X 3.5M, REFER MANUFACTURE'S DETAIL

9936

RAIN WATER TO BE DIRECTED TO DRAIN SHAFT, REFER TO GROUNDFLOOR PLAN AND DEATIL

C A302

9936

TIMBER GRID SHELL STRUCTURE THICKNESS VARIES, REFER TO ROOF PLAN

89425

---

9936

Notes:

LEGENDS

9936

TIMBER STRUCTURE TO BE JOINED BY INTERLOCKING SYSTEM, REFER TO DETAIL

MAIN ENTRANCE GLASS DOOR

DOUBLE GLAZED CURTAIN WALL 2.5M WIDE AND FIT TO TOP MULLION, REFER DETAIL

TIMBER LENTLES TO FIX CURTAIN PANELS TO ROOF INSULATION, REFER TO DETAIL

ROOF CLADDING TO BE ZINC TITANIUM FLAT LOCK SYSTEM TILE, REFER DETAIL

17526

5200

STAINLESS STEEL MULLION 400MM X 200MM TO FIT TOP MULLION

Level 1

8500

6500

Mezzanine 3500 D01

D01 Ground Floor 0

1557

1262

2000

1400

2000

1240

5000

Elevation East 1 : 100

A301

76636 8623

TIMBER GRID SHELL STRUCTURE THICKNESS VARIES, REFER TO ROOF PLAN

8627

RAIN WATER TO BE DIRECTED TO DRAIN SHAFT, REFER TO GROUNDFLOOR PLAN AND DEATIL

8627

WALL TYPE 01 TO BE RIGID INSULATION SANDWICHED CONCRETE PANEL 12M X 3.5M, REFER MANUFACTURE'S DETAIL

8727

DOUBLE GLAZED CURTAIN WALL 2.5M WIDE AND FIT TO TOP MULLION, REFER DETAIL

8627

7127

TIMBER LENTLES TO FIX CURTAIN PANELS TO ROOF INSULATION, REFER TO DETAIL TIMBER STRUCTURE TO BE JOINED BY INTERLOCKING SYSTEM, REFER TO DETAIL

9127

ROOF CLADDING TO BE ZINC TITANIUM FLAT LOCK SYSTEM TILE, REFER DETAIL

16635

4247

STAINLESS STEEL MULLION 400MM X 200MM TO FIT TOP MULLION

8527

Level 1 6500 REV

DESCRIPTION

8400

STATUS:

DATE

Project Status

Mezzanine 3500

D02

MKNM Design Studio 124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

D06 Ground Floor 0

5000

1906

1067 624

1751

CLIENT:

City of Yarra ARCHITECT:

Elevation North 1 : 100

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

ELEVATIONS 01 SCALE AT A0: DATE:

1 : 100 PROJECT NO:

20170808

DRAWN:

Author

08/15/17 DRAWING NO:

A201

CHECKED:

Checker REVISION:

A A301

1 A301

Notes:

LEGENDS

76636

9127

7127

RAIN WATER TO BE DIRECTED TO DRAIN SHAFT, REFER TO GROUNDFLOOR PLAN AND DEATIL

8627

TIMBER LENTLES TO FIX CURTAIN PANELS TO ROOF INSULATION, REFER TO DETAIL

8527

8727

8627

WALL TYPE 01 TO BE RIGID INSULATION SANDWICHED CONCRETE PANEL 12M X 3.5M, REFER MANUFACTURE'S DETAIL

MECHANICAL DOORS FOR ZAMBONI/EQUIPMENT/COMP RESSOR ROOMS

DOUBLE GLAZED CURTAIN WALL 2.5M WIDE AND FIT TO TOP MULLION, REFER DETAIL

8627

TIMBER STRUCTURE TO BE JOINED BY INTERLOCKING SYSTEM, REFER TO DETAIL

8623

ROOF CLADDING TO BE ZINC TITANIUM FLAT LOCK SYSTEM TILE, REFER DETAIL

TIMBER GRID SHELL STRUCTURE THICKNESS VARIES, REFER TO ROOF PLAN

Roof

STAINLESS STEEL MULLION 400MM X 200MM TO FIT TOP MULLION

16148

3600

21891

Level 1

8400

6500

Mezzanine 3500

D07

D07 D02

Ground Floor 0 1751

649 1067

6948

5864

5226

4000

700

4000

700

4000

2000

1830

3424

5000

Elevation South 1 : 100

---

C A302

89425 9936

RAIN WATER TO BE DIRECTED TO DRAIN SHAFT, REFER TO GROUNDFLOOR PLAN AND DEATIL

9936

WALL TYPE 01 TO BE RIGID INSULATION SANDWICHED CONCRETE PANEL 12M X 3.5M, REFER MANUFACTURE'S DETAIL

9936

TIMBER GRID SHELL STRUCTURE THICKNESS VARIES, REFER TO ROOF PLAN

9936

DOUBLE GLAZED CURTAIN WALL 2.5M WIDE AND FIT TO TOP MULLION, REFER DETAIL

9936

TIMBER LENTLES TO FIX CURTAIN PANELS TO ROOF INSULATION, REFER TO DETAIL

9936

TIMBER STRUCTURE TO BE JOINED BY INTERLOCKING SYSTEM, REFER TO DETAIL

9936

ROOF CLADDING TO BE ZINC TITANIUM FLAT LOCK SYSTEM TILE, REFER DETAIL STAINLESS STEEL MULLION 400MM X 200MM TO FIT TOP MULLION

Roof

16541

4232

21891

Level 1 6500

REV

DESCRIPTION

8400

STATUS:

DATE

Project Status

Mezzanine

MKNM Design Studio

3500

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

D02

Ground Floor 0 5000

1557

CLIENT:

City of Yarra ARCHITECT:

MKNM SITE:

Elevation West 1 : 100

60-88 Cremorne Street, Cremorne 3121. TITLE:

ELEVATIONS 02 SCALE AT A0: DATE:

1 : 100 PROJECT NO:

20170808

DRAWN:

Author

08/19/17 DRAWING NO:

A202

CHECKED:

Checker REVISION:

Notes:

LEGENDS

A302

---

89425 9936

9936

ELZINC FLAT LOCK TYPE CLADDING - REFER TO DETAIL INTERLOCKED TIMBER STRUCTURE, REFER TO ROOF PLAN

COLORBOND FINISHING TO SIDE OF DRAIN SHAFT FOR STORM WATER DISCHARGE, REFER TO DETAIL

DOUBLE GLAZING CURTAIN WALL AND MULLIONS, REFER TO DETAIL

CONCRETE RETAINING WALL 500mm THICK, REFER TO DETAIL WT03 Level 1 6500

Mezzanine 3500 ZAMBONI ROOM

MAIN HALL

ICE RINK

MAIN HALL

0.12

0.00

0.01

0.00

Ground Floor 0

CONCRETE FOUNATATION AND GRATE PIT, REFER TO DEATIL

SECTION A 1 : 100

A302

89425 9936

9936

CONCRETE RETAINING WALL 500mm THICK, REFER TO DETAIL

9936

DRAIN SHAFT FOR STORM WATER DISCHARGE, REFER TO DETAIL

ELZINC FLAT LOCK TYPE CLADDING - REFER TO DETAIL

INTERLOCKED TIMBER STRUCTURE, REFER TO ROOF PLAN

COLORBOND INNER LINING TO PROTECT WATERPROOF MEMBRANE

1 A501

CONCRETE FOUNATATION AND GRATE PIT, REFER TO DEATIL

DOUBLE GLAZING CURTAIN WALL AND MULLIONS, REFER TO DETAIL Level 1 6500 REV

WT03

DESCRIPTION

STATUS:

DATE

Project Status

Mezzanine 3500

D11

D05

D03

WT02

D03

D05

MAIN HALL

SKATE AND MAINTENANCE

0.00

0.07

MKNM Design Studio 124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

Ground Floor 0 CLIENT:

City of Yarra ARCHITECT:

MKNM SITE:

---

60-88 Cremorne Street, Cremorne 3121. TITLE:

SECTIONS 01 SCALE AT A0: DATE:

SECTION B 1 : 100

1 : 100 PROJECT NO:

20170808

DRAWN:

Author

08/15/17 DRAWING NO:

A301

CHECKED:

Checker REVISION:

Notes:

LEGENDS

A301

76636 9127

7127

8627

8527

8727

8627

ELZINC FLAT LOCK TYPE CLADDING - REFER TO DETAIL

8623

DRAIN SHAFT FOR STORM WATER DISCHARGE, REFER TO DETAIL

INTERLOCKED TIMBER STRUCTURE, REFER TO ROOF PLAN

COLORBOND INNER LINING TO PROTECT WATERPROOF MEMBRANE

DOUBLE GLAZING CURTAIN WALL AND MULLIONS, REFER TO DETAIL

CONCRETE RETAINING WALL 500mm THICK, REFER TO DETAIL

CONCRETE FOUNATATION AND GRATE PIT, REFER TO DEATIL

Level 1 6500

Mezzanine 3500 MAIN HALL

MAIN HALL 0.00

ICE RINK 0.01

0.00

Ground Floor 0

SECTION C 1 : 100

REV

DESCRIPTION

STATUS:

DATE

Project Status

MKNM Design Studio 124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

CLIENT:

City of Yarra ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

SECTIONS 02 SCALE AT A0: DATE:

1 : 100 PROJECT NO:

20170808

DRAWN:

Author

08/19/17 DRAWING NO:

A302

CHECKED:

Checker REVISION:

Notes:

LEGENDS 150mm BULK INSULATION

ELZINC FLATLOCK CLADDING, REFER TO MANUFACTURER'S DETAIL FOR INSTALLATION GUIDE

SELF ADHESIVE WATERPROOF MEMBRANE 18mm PLYWOOD SUBSTRATE METAL BRACKET TO BE SCREWED INTO GLUELAM BEAM

SELF ADHESIVE WATERPROOF MEMBRANE 18mm PLYWOOD SUBSTRATE

400mm THICK GLUELAM BEAM TO ALIGN EXTERIOR WALL TO FORM LINTLE

METAL PURLIN TO BE SCREWED INTO TIMBER STRUCTURE

200x400mm MULLION TO BE FIXED TO LINTLE WITH SCREWS

DOUBLE GLAZING CURTAIN WALL TO INCLUDE 6mm E-GRADE STRENGTHENED GLASS, 12mm ARGON GAS, 6mm E-GRADE STRENGTHENED GLASS

200x400mm MULLION TO BE FIXED TO LINTLE WITH SCREWS TREATED WOOD NAILER

Mezzanine

REINFORCED CONCRETE SANDWICH WALL

3500

150mm CONCRETE PANEL 100mm RIGID INSULATION 150mm CONCRETE PANEL

REV

DESCRIPTION

STATUS:

DATE

Project Status

MKNM Design Studio 124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

TREATED WOOD NAILER

WATERPROOF MEMBRANE

Ground Floor 0

CLIENT:

City of Yarra ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121.

A501- WALL DETAIL 02 1 : 10

TITLE:

WALL DETAIL 01 SCALE AT A0: DATE:

1 : 10 PROJECT NO:

20170808

DRAWN:

Author

08/15/17 DRAWING NO:

A501

CHECKED:

Checker REVISION:

Notes:

LEGENDS

STEEL POST BASE 4MM THICK

500

100MM LONG BOLTS., AT SET INTERVALS

CONCRETE RETAINING WALL 500MM THICK

TIMBER STRUCTURE 300MM

DOOR NUMBER 008 FOR EMPLOYEE ACCESS TO THE DRAIN GRATING REFER TO GROUND FLOOR PLAN

300

716

194

168

762

4800

915

1202

951

1197

ENTRANCE TO THE DRAIN CAVITY

STEEL GRATE

WATERPROOF MEMBRANE

REV

DESCRIPTION

STATUS:

DATE

503

Project Status

MKNM Design Studio 124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

5756

CLIENT:

City of Yarra ARCHITECT:

MKNM SITE:

A506- PLAN SECTION 1 DRAIN 1 : 10

60-88 Cremorne Street, Cremorne 3121. TITLE:

PLAN DETAIL 01 SCALE AT A0: DATE:

1 : 10 PROJECT NO:

20170808

DRAWN:

Author

10/14/17 DRAWING NO:

A506

CHECKED:

Checker REVISION:

Notes: 2094

Sample Notes

134

SAIR WIDTH, 2094mm

Ground Floor 0

Pile -555

Stair Cross-Section 1 : 20 12

DOUBLE GLAZING CURTAIN WALL, REFER TO WALL DEATIL 01

STEEL POLES SCREWED INTO CONCRETE FLOOR Mezzanine 3500

JOINT BETWEEN BOARDS (FIXED WITH GLUE)

2 A507

800

LANDING

234

CONCRETE EXTRENAL WALL

Section 1 - Callout 2 1:5

250

CLEANING 0.15

300

895

CONCRETE WALL IN CLEANING ROOM TO ACT AS STUD WALL FOR STAIRS TO SIT ON

STEEL BANNISTER STEEL POLES

STEEL MULLION 5

GLASS PANE STEEL PLATE

REV

DESCRIPTION

STATUS:

DATE

Project Status

MKNM Design Studio

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

CLIENT:

City of Yarra ARCHITECT:

MKNM Pile -555

SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

Stair Detail SCALE AT A0: DATE:

Stair Detail- Section 1 : 10

As indicated

PROJECT NO:

20170808

DRAWN:

Author

10/07/17 DRAWING NO:

A507

CHECKED:

Checker REVISION:

Notes:

Sample Notes

EL ZINC TILES 15MM X 15MM X 2MM

EL ZINC TILES 15MM X 15MM X 2MM BULK INSULATION 120MM

SELF-ADHESIVE WATERPROOF UNDERLAYMENT PLYWOOD SUBSTRATE 18MM

PURLIN 300MM X 100MM

BULK INSULATION 120MM BREATHER MEMBRANE ANCHOR BOLT COUNTERSUNK NAIL 300

STEEL L BRACKET CAVITY FOR ABUTTING JOINT

2 A506

TIMBER STRUCTURE

A506- DRAIN DETAIL 02 1:5

COLORBOND SHEET TO BE FIXED IN THE INTERIOR OF DRAIN SHAFT TO PROTECT TIMBER STRUCTURE AND MEMBRANES WATERPROOF MEMBRANE TO RUN ALL THE WAY DOWN INTO GRATE LEVEL

TIMBER STRUCTURE

DOOR 08- REFER TO PLAN DETAILS ACCESS TO DRAIN CAVITY FOR PERSONNEL ONLY

CONCRETE RETAINING WALL 500MM THICK

521

3000

3500

SELF-ADHESIVE WATERPROOF UNDERLAYMENT

200

405

SLAB 300MM THICK

SAND LAYER 200 MM SELD-ADVESIVE WATER-ROOF MEMBRANE EXTENDS DOWN 405 MM IN DRAIN PIT.

EARTH

REV

DESCRIPTION

STATUS:

DATE

Project Status

681

MKNM Design Studio

2807

124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com

METAL DRAIN GRATE CLIENT:

City of Yarra CONCRETE DRAIN PIT

ARCHITECT:

MKNM SITE:

60-88 Cremorne Street, Cremorne 3121. TITLE:

DRAIN DETAIL- SECTION 5900

A506- DRAIN DETAIL 01 1 : 20

SCALE AT A0: DATE:

As indicated

PROJECT NO:

20170808

DRAWN:

Author

10/10/17 DRAWING NO:

A506

CHECKED:

Checker REVISION:

Bibliography Week 1 Week 2 Week 3 Week 4 Week 5 El Zinc tiles. “Roofing and Cladding Systems Overview.” Prefabricated Zinc Tiles, www.dlsweb. rmit.edu.au/toolbox/plumbing/toolbox12_0http://www.roof-gutter-design.com.au/Downp/applet. php.

Week 6

Week 7 Week 8 Week 9 “Downpipe and Eaves Gutter Calculator.” Sizing the Design Flow, www.dlsweb.rmit.edu.au/toolbox/plumbing/toolbox12_01/ units/cpcpdr4002a_stormwater/03_size/page_003.htm. week 10 dovetail image: https://i.pinimg.com/originals/0f/b8/48/0fb84826590bd8570a1776bed4473d3c.jpg Week 11 Week 12 “Metpost.” AVS Fencing Supplies, www.avsfencing.co.uk/fencing/posts/metpost/. (http://www2.ing.unipi.it/griff/files/SamarRulaMalek-PhDThesis.pdf) (http://homepage.tudelft.nl/p3r3s/MSc_projects/reportKuijvenhoven.pdf material: https://www.slideshare.net/LauraEvans15/metropol-parasol-seville?next_slideshow=1

Week 12.b

BCA INFO: “NCC 2016, Complete Series.” NCC 2016, Complete Series | Australian Building Codes Board, www.abcb.gov.au/Resources/Publications/NCC/NCC-2016-Complete-Series.