Southport Sharks Boutique Stadium Proposal By Jake Rodger

Page 1

SOUTHPORT SHARKS

BOUTIQUE

STADIUM, MULTI-PURPOSE SPORTING ARENA & LEISURE PRECINCT PROPOSAL STUDIO 1 FINAL DESIGN & DOCUMENTATION

GRIFFITH UNIVERSITY MASTERS OF ARCHITECTURE

GROUP 2 TEAM LEADER - JAKE RODGER S5125696

GROUP MEMBERS PAUL CALLAGHAN, MEHNAZ CHOWDHURY MAISURA IBRAHIM YONG, JAMES MULLER MEET SURESHBHAI TEJANI

PROPOSAL OVERVIEW 01 4 PROPOSAL INTRODUCTION 5 PROPOSAL CLIENT 6 PROPOSAL SITE 7 PROPOSAL INTENT PROPOSAL AIMS & VISION 02 9 PROPOSAL AIM 10 RESPONDING TO CLIENT 11 PROPOSAL METHODOLOGY 12 PROPOSAL CONCEPT RESPONCE PROPOSAL ANALYSIS & COMPARISON 03 14 SITE BEFORE & AFTER PROPOSAL 15 SITE ANALYSIS COMPARISONS 21 PROPOSAL OUTCOME RESULT FINAL PROPOSAL OUTCOME 04 23 PROPOSAL MASTERPLAN 24 PROPOSAL VISUALISATION 26 BOUTIQUE STADIUM 36 MULTI-PURPOSE SPORTING ARENA 41 PRECINCT BUILDING 45 SPORT & RECREATION SPACE 49 PARK & RECREATION SPACE 05 54 INTRODUCTION 55 MATERIAL RESEARCH 62 MATERIAL INTEGRATION MATERIALITY OVERVIEW 06 64 SITE COVERAGE & SETBACKS 65 BUILDING HEIGHT & PATH WIDTHS 66 SANITARY 67 ACCESS & EGRESS REGULATION OVERVIEW 07 69 DOCUMENTATION AND CONSTRUCTION DOCUMENTATION

PROJECT OVERVIEW

01

The presented proposal is a Boutique Stadium, Multi-purpose Sporting Arena and Leisure Precinct for the Southport Sharks Football Club. The Southport Sharks were founded in 1961 and throughout the following ffty-nine years have developed into one of the Gold Coast’s premier sporting, leisure and entertainment facilities with rich historical and cultural roots within the surrounding community and urban framework.

The scope of the proposal is too coherently, uniquely and effectively adhere to the Southport Sharks future growth and progression vision through the implementation of the outlined architectural proposal inclusions. The client wishes to promote and foster the growth of Australian rules Football and engage with the broader community initiative and commercial activity through developing its facilities to cater for a wider and more diverse demographic and offering future visitors and members further entertainment, sporting and leisure program.

Thus, the implementation of the proposal that combines creative thinking and imagination, effective and coherent design testing and analysis, and further research into the the client, site, region locality and program type in order to propose architectural elements that effectively, coherently and aesthetically suite and meet the project requirements.

PROPOSAL OVERVIEW - PROPOSAL INTRODUCTION SECTION ONE 04
Southport Sharks, 2020. Image. Accessed on 31st March, 2020. < https://southportsharks.com.au> Reference
Image: Southport Sharks, 2020

The client for this proposal is the Southport Sharks Football Club. The Southport Sharks are acknowledged as an integral part of the Gold Coast’s culture, community and history currently having ffty-fve thousand members and a projected growth estimating the facility to receive more than one million visitors annually. Therefore the club has identifed its need to develop and grow in order to effectively progress into the future. Resulting in the club implementing a growth plan that aims to project the facility into the modern times and enable itself to accomodate further demographic groups, wider variety of programs and events and ultimately enhance its image and place within the Gold Coast’s framework.

CLIENT REQUIREMENTS

Therefore the Southport Sharks have proposed the implementation of additional architectural developments that are sustainable, respectful of the clubs history and culture, aesthetically pleasing and offer an attractive amount of new facilities enabling the club to target a diverse range of demographics. The resulting requirements outlined by the client were a Boutique Stadium, Multi-purpose Sporting Arena, health and recreation facilities and technological inclusions into the site. The Sharks require a boutique stadium with a capacity of 10,000 patrons, a sporting arena capable of being utilised for a wide variety of sporting events and additional facilities that enable hospitality, retail, technological and health programmable occupancy.

PROPOSAL OVERVIEW - PROPOSAL CLIENT SECTION ONE 05
CLIENT OVERVIEW

Reference

The location of the proposal is the pre-existing Southport Sharks Club grounds. The proposal site is situated on the corner of Mus grave and Olsen Avenue in the suburb of Southport, Gold Coast. This location places the proposal site within the heart of one of Aus tralia’s fastest growing cities and has been recognised as a core component of the regions growth plan in accordance to the the city collective in 2017 (City Collective, 2017).

Therefore this location enables the proposal to impact the immediate wider community, the city of the Gold Coast and South East Queensland region through connecting with the neighbouring suburbs, health and knowledge precinct and commonwealth games village sites into a larger more coherent precinct.

COUNTRY AUSTRALIA

REGION GOLD COAST

SITE LOCATION SOUTPORT

PROPOSAL OVERVIEW - PROPOSAL SITE SECTION ONE 06
City Collective 2017, Southport Sharks Masterplan Opportunities Report, https://d1ey9huyat4bly.cloud front. net/6/8/9/689CF20066A1548D5664E1826D83E4608CC7C6F4FDAE6BD05BC713A3F7EC0760?re sponse-conten t-disposition=inline%3b+flename*%3dutf-8%27%27Southport_Sharks_Masterplan. pdf&response-content-type =application%2fpdf&Expires=1582762044&Signature=gHXK30KJnk TA8TqUOwZM9XCdw2HODWw9RpOTDIHX- IOuGTEXDv2YAK5IMLHasjSkTpyznc1ufJh~PWIDtdDTKW6y J0QOhagVVAC1nQxrU6zxO47EpwEhbTSr7C9dSiBVu u7aRlMeuJgMEHiwtcGLysPiWZkhjOBTYRSEopE fmhrI_&Key-Pair-Id=APKAJJI6DBUOTOT5FBTQ City Collective, viewed 24th February 2020, N

The design intent for the proposal is to successfully adhere and achieve the clients wishes and design a coherent and effective architectural proposal for the Southport Sharks Football Club. The inclusion of the Boutique stadium, Multi-purpose Sporting Arena and Leisure precinct will ultimately enhance, compliment and pay tribute to the the Sharks historical, cultural and current physical conditions and allow for the wider region and city of the Gold Coast and its population to be subjected to a facility that offers various and attractive program for all demographics.

The proposal is in its completed stage therefore the following presented work will elaborate, explain and give understanding to the methodology, creative thinking and design measures utilised to achieve the implement a coherent architectural proposal for the client; The Southport Sharks Football Club.

EVIRONMENTAL PHYSICAL CULTURAL

PROPOSAL OVERVIEW - PROPOSAL INTENT SECTION ONE 07
FINAL PROPOSAL SOUTHPORT SHARKS BOUTIQUE STADIUM MULTI-PURPOSE SPORT ARENA & LEISURE PRECINCT

PROPOSAL AIMS & VISION

02

Throughout the development of the proposal there have been certain aims and visions that guided the design decisions made. The Southport Sharks Boutique Stadium, Multi-purpose Sporting Arena and Leisure Precinct proposal was guided by the clients requirements, the vision of improving the facility in a sustainable, respectful and aesthetically pleasing way whilst also creating a venue that would target a wider more diverse demographic and allow for an attractive and enjoyable atmosphere for not only the immediate surrounding suburbs population but also the larger surrounding region of the Gold Coast and visitors that travel to here for holidays, business or sporting events that the proposal can provide.

The proposal was also driven by the vision of creating a sporting precinct like extension that respected and paid tribute to the South port Sharks culture and historical backgrounds whilst also developing them into the modern times. Aiming to coherently blend the past with the present through creative, imaginative yet practical architectural elements.

CLIENT

The proposal fullfls the clients wishes whilst also contributing further elements in order to more coherently and effectively comply with the clients vision and contribute to it

AESTHETIC

Designed to be aesthetically appealing and attractive to visitors, the client and the Gold Coast itself and compliment the regions pursuit for modernistic growth and developement

ATMOSPHERE

Designed to create and allow guests to be immersed in a rich atmosphere that encourages wonder, creativity, competitive nature and also social interaction and enjoyment

SUSTAINABILITY

Sustainable and environmentally friendly design has been utilised as practically as possible and the design aims to provide clean, natural and sustainable environments

GROWTH

To foster and comply with the growth of the Southport Sharks, the Gold Coast region and the modern times through imple menting modernist architectural techniques and forms

RESPECTFUL

The design is respectful and pay tribute to the site and client’s rich historical, cultural and phys ical background and intertwines these points into its theories and physical forms

PROPOSAL AIMS & VISION - PROPOSAL AIMS SECTION TWO 09

One of the main priorities of any proposal is to meet the clients requirements and possible further ehance there vision where possible to achieve there vision. This proposal was no different as can be seen below through the client requirements and how the implementation of the proposla successfully adhered to the clients request and also further implemented additional elemetns to further their vision. Specifcs of how these requirements were met and adhered to architectural follows in section four.

CLIENT REQUIREMENTS

Boutique Stadium

• 10,000 patron capacity grandstand

• Player and offcials private spaces

• Program suitable for boutique stadium

Multi-purpose Sporting Arena

• Ability to be multi-purpose and host sporting events

• Ability to host for entertainment events

E-gaming

• E-gaming facility

Virtual/ Hyper Reality Space

• Program allowing for virtual or hyper reality facility

Retail & Hospitality Spaces

• Program that allows retail and hospitality program occupation

Health Facilities

• Program that allows for health facilties such as doctors, physiotherapist and mental health occupancy

PROPOSAL RESPONCE

Boutique Stadium

• 10,192 patron capacity grandstand

• Player sheds, bathrooms and game day facility

• Offcials game day facilities with bathrooms

• Southport Sharks meeting / conference room

• Ticket Booth Facilities

• Medical and Injury treatment Facilities

• Food and beverage Kiosks

• Male, Female and Disabled Bathrooms

• Club Historical and Cultural Display Spaces

• Merchandise Gift Shop spaces

• Services, cleaning and maintanance spaces

Multi-purpose Sporting Arena

• Covered Spectating Stand

• Ability to host Aussie rules, netball, cricket, rugby league and union, hockey, soccer and other forms of sporting events

• Ability to host entertainment events

Precinct Building

• Technological Sector that hosts the virtual/hyper re ality space, e-gaming lounge and technology retail and repair space

• Leisure Sector that hosts retail and hospitality spaces

• Health Sector that hosts spaces for a doctor, dentist, psychologist and physiotherapy clinic

PROPOSAL ADDITIONS

Transport Terminal

• Terminal allowing for shuttle bus, taxi, uber and other forms of private transport access to site

Transport Storage

• Storage spaces for man-powered transport to encourage further methods of sustainable travel to the site

Sporting Spaces

• Additional half court basketball, skatepark and rock climbing wall facility to further the sport and leisure components of proposal

Park & Recreation Space

• Parkland like space that hosts a playground, multiple gatheing gazebos with bbq’s,work out spaces and a walking or running trail to strengthen the proposals demographic reach

PROPOSAL AIMS & VISION - RESPONDING TO CLIENT SECTION TWO 10

In order for the Southport Sharks Boutique Stadium, Multi-purpose Sporting arena and Leisure Precinct proposal to coherently and effectively implement the clients requirements whilst respecting the site, its cultural, historical and physical elements, improve the de mographic reach and user enjoyment and successfully link with he surrounding urban context and Gold Coast region certain meth odological points were outlined in the schematic design stage. These methodology points were developed and implemented in or der to enhance the designs ability to creatively yet respectfully respond to the requirements of the project and functionally allow for success.

INTER-SITE CONNECTIVITY INTER-REGION CONNECTIVTY

SITE MOVEMENT

SITE & LANDSCAPE INTEGRATION

The proposal creatively connects with the pre-exisintg site facilities allowing for coherent inter-site connectivty and enhanced relationship between the proposal and the Southport Sharks

The proposal allows for inter-region connectivi ty through access points to surrounding suburbs, transport terminal for event access and connection to surrounding transport routes

ACTIVITY NODES

SITE & USER CONNECTION

Site movement is fuent and functionable and allows for various routes of cirulation with no straight, dull or void circulation and effectively interests visitors to travel throughout the site

SITE VEGETATION LEVELS

The proposal integrates the exisitng site and landscape where possible and plausible and utilises the natural features to beneft the implemented program and spaces

VIEWING & AESTHETIC

Various activity nodes were implemented throughout the proposal in order to create wonder, attraction and interest from visitors to draw them in, throughout and back to the site

The proposal offers a diverse and attractive range of program, spaces and facilities for a broad demo graphic range that allows for enhanced and diverse connection between the user and proposal

The proposal integrates further vegetation levels through parks, green spaces and sustainale measures in order to improve the naturality of the proposal and its sustainability

The proposal was design to be aesthetically pleasing and allow for a pleasant and enjoyable viewing experiance to potential users and the client to attract, appeal and invite them into the proposal

PROPOSAL AIMS & VISION - PROPOSAL METHODOLOGY SECTION TWO 11

At the beginning of the design process and development of the proposal a theme and material to privilege was outlined. For this proposal the theme was boundary and the privileged material was glass, therefore these two components have been utilised throughout the design process and in ways have directed the design into its fnal fruition. The theme of boundary was inversely interpreted therefore instead of the design being aimed at controlling or directing the user of the space it aimed at allowing wonder, interpretation and freedom through architectural form and combing this with integrating the privilege material of glass that allows for a physical boundary not a visual one whilst being able to alter perception through its adaption whether it be colouration, patterns or tints that can alter a users perspective.

PRIVILEDGE MATERIAL GLASS

THEME OF BOUNDARY

COMBINING GLASS & BOUNDARY

The material of glass was privileged throughout the design, implemented in unique and generic ways to allows for visual connection between spaces, users and the surrounding environment whilst allowing for natural light and shadows to enter spaces. The bou tique stadium also utilised unique photovoltaic glass that was shaped in the form of a shark scale that al lows interesting light and shadows to enter the space whilst changing its colouration or tint in accordance to the ultra-violet intensity creating an inspiring, unique and enjoyable effect for viewers and occupants of the space. Glass was also utilised for its ability to invite and intrigued visitors to enter and travel through spaces.

The design was directed, infuenced and altered to coincide and envelope the theme of boundary. Although boundary was inversely interpreted and in stead of utilising it’s controlling, restricting and directing nature it was utilised creatively to avoid these elements. Therefore the proposal architectural forms allow for personal way-fnding, circulation and wonder through the avoidances of straight and rigid edges and forms. The visitors and occupants of the space are met with curves and fuidity inspired architecture that seemingly has no boundary nor direction and inspires wonder, creativity and an atmosphere that entices guest to explore and travel throughout the spaces.

Finally the theme of boundary and material of glass were combined to create a conceptual response unique to this proposal. The theory of using boundary inversely to allow for wonder perfectly interconnects with the disability component of glass therefore through utilising the materials ability to be colourised, tinted, patterned and shaped to alter a users perception the two compo nents were combined to create interesting shapes and distorted and differing visual connections that allowed for users to have varying visual boundaries or freedom whilst still having a physical boundary, therefore aiming to inspire guests to interact with these features and travel throughout the proposal to discover further

PROPOSAL AIMS & VISION - PROPOSAL CONCEPTUAL RESPONCE SECTION TWO 12

PROPOSAL ANALYSIS AND COMPARISON

03

Below are the comparison between the site prior and following the implementation of the proposal for the Southport Sharks Boutique Stadium, Multi-purpose Sport Arena and Leisure Precinct. As it can be seen the site developed into a more fullflled sporting, attraction and leisure facility with greater connection and access points to the surroundng community, further program, activity and attractions for the public and increased level of physical and environmental forms. The following section three will analyse the site before and after the proposal in various ways in order to elaborate and explain the effect the proposal would make on the site and the overall improvments it would bring if it were to be implemented and constructed.

SITE MASTER PLAN BEFORE PROPOSAL

SITE MASTER PLAN AFTER PROPOSAL

PROPOSAL ANALYSIS & COMPARISON - SITE BEFORE & AFTER PROPOSAL
N SCALE APPROX 1:3000 0m 200m
NAPPER RD MUSGRAVE
OLSENAVE MELIA CRT HOSPITALBLVD BOTANICAL DR GOVERNMENTRD 1 2 5 7 12 8 9 10 6 11 3 4
OLSENAVE MELIA CRT HOSPITALBLVD BOTANICAL DR
1 2 5 7 12 8 9 10 6 11 3 4 14 19 16 15 17 18 LEGEND 1 2 4 Southport Sharks Clubhouse Southport Sharks Mantra Hotel Junior Oval 3 Frankhauser Oval 5 6 8 Energy & Engineering Facility Southport Cemetery Musgrave Soccer Club 7 Sphere Gold Coast 9 10 Olsen Reserve Commercial Shops Musgrave Sports Park University Hospital 11 12 13 13 14 Player turned Storage Shed Boutique Stadium Precinct Buiding Multi-Purpose Arena 15 16 13 18 Sporting Space Park & Recreation Space Transport Terminal 19 17
AVE
NAPPER RD MUSGRAVE AVE
GOVERNMENTRD

The frst site analysis comparison is the vehicular or transport access into the site. Highlighted in red below are the road systems that allow vehicle access to the site and proposal, it can be seen that due to the inclusion of the boutique stadium the s carpark of Frankhauser oval has been removed and this was the overal vehicular traffc onto the site. Although in order to everday use the proposal implemented the transport terminal for greater inter-region connectivity and connection for visitors via shuttle buses, taxi’s or ubers.

VEHICULAR ACCESS BEFORE PROPOSAL

VEHICULAR ACCESS AFTER PROPOSAL

PROPOSAL ANALYSIS & COMPARISON - SITE ANALYSIS COMPARISON
LEGEND Vehicular Access Routes Implemented Transport Terminal

The second site analysis comparison is the pedestrian access and circulation analysis. As it can be seen below the via the outer urban environment has not changed but the into the site. These proposed connectivty points allow for greater inter-region connectivity distribute pedestrian traffc throughout the site more effciently implementing an actual pedestrian pathway system knowledge of where to go in comparison to the original site offering little to no on-site pathway systems around the sporting felds and causing visitors to travel completely by grass

PEDESTRIAN ACCESS & CIRCULATION BEFORE PROPOSAL PEDESTRIAN ACCESS & CIRCULATION AFTER PROPOSAL

PROPOSAL ANALYSIS & COMPARISON - SITE ANALYSIS COMPARISON
LEGEND Proposal Circulation Routes Site Pedestrian Access & Circulation Routes Implemented Points of Pedestrian Connectivity

The third site analysis comparison is the overal site vegetation levels. It can be seen below that the level of natural landscape has decreased from the original site to the proposal, which is due to the inclusion of the required architectural forms and pathway systems. Although the proposal combats this through implementing further tree and vegetation plantation instead where as the original site consisted mainly of grassed landscape with little to no tree coverage. Also the proposal utilised the carpark as a key component of rejuvenating the removed vegetation levels through creating a sustainable and natural carpark that ultimately improves it purposes and function whilst becoming more aesthetically pleasing. Furthermoe, it can be argued that the proposal better utilises the inclusion of vegetation through implementing parks, trees and landscape architecture.

SITE VEGETATION BEFORE PROPOSAL SITE VEGETATION AFTER PROPOSAL

PROPOSAL ANALYSIS & COMPARISON - SITE ANALYSIS COMPARISON SECTION THREE 17 N SCALE APPROX 1:3000 0m 200m
LEGEND Vegetated Space

The fourth site analysis comparison is the on-site program and attractions. Prior to the proposal the site only offered the Southport Sharks Football Clubhouse, Mantra Hotel and old player sheds which limited its ability to attract a wider demographic. The proposal implemented a various new program and attractions such as the Boutique Stadium, Multi-purpose Sporting Arena, Precinct Building, park and recreation space and the sporting space. The proposal program and attraction inclusions allows for the Southport Sharks site to attract a far larger demographic variety and ultimately results in the facilities being occupied annually in greater numbers and not simply on when utilised for sporting events, holidays or leisure from time to time. Therefore it can be argued that the proposal offers far greater opportunities and enhances the site greatly.

SITE PROGRAM & ATTRACTION BEFORE PROPOSAL SITE PROGRAM & ATTRACTION AFTER PROPOSAL

PROPOSAL ANALYSIS & COMPARISON - SITE ANALYSIS COMPARISON SECTION THREE 18 N SCALE APPROX 1:3000 0m 200m
LEGEND Program and Attractions

The ffth site analysis comparison is the provided view. The site prior to the proposal offered a lack of quality views the landscape and site or the sporting events. The new proposal creates far greater, coherent and useful views the Boutique Stadiums grandstand, landscaped architecture, Multi-purpose sporting arena grandstands, integrated landscape height and program and including parks and recreation spaces that offer the mantra and precinct buildings pleasant views. Therefore the proposal allows for greater visual aesthetic and connection for viewers and occupants occupy the site and return.

SITE PROGRAM & ATTRACTION BEFORE PROPOSAL

PROPOSAL ANALYSIS & COMPARISON - SITE ANALYSIS COMPARISON

The fnal site analysis comparison is the overall aesthetic and utilisation of the site. As can be seen below via the site persepctive views, prior to the proposal the site was simply laid out, occupied by mostly the sporting fels and void spaces. Following the proposal the site became rejuvenated, rich with activites, vegetation, attractions and spaces for users to occupy and utilise. The Soutport Sharks facilities and site was greatly imrpoved through the implementation of the proposal, allowing for a larger targeted demographic, greater occupancy limits and time spans and simple a more functionable, aesthetic and enoyable space to occupy.

SITE PERSPECTIVE VIEW BEFORE PROPOSAL

SITE PERSPECTIVE VIEW AFTER PROPOSAL

PROPOSAL ANALYSIS & COMPARISON - SITE ANALYSIS COMPARISON SECTION THREE 20

Through evaluating and comparing the site prior to and following the proposal an assumption outcome result can be made on the overall success and ability to improve the site the proposal could make if it were to be constructed. The outcome is that the proposal successfully enhances the site through allowing for greater inter-site and inter-region connectivity due to allowing greater or more effcient vehicular and pedestrian access and circulation, the proposal also boosts the overall vegetation and sustainability of the site slightly through design inclusion, enables more effective and aesthetically appealing views for the users, integrates activity and attraction nodes and program in order to further appeal and boost the user and site connection and ultimately allows the site to target and attract a wider demographic then the existing site. Therefore it can be assumed and argued the proposal is successful in coherently improving the Southport Sharks facilities.

INTER-SITE CONNECTIVITY INTER-REGION CONNECTIVTY

SITE MOVEMENT

SITE & LANDSCAPE INTEGRATION

The proposal creatively connects with the pre-exisintg site facilities allowing for coherent inter-site connectivty and enhanced relationship between the proposal and the Southport Sharks

The proposal allows for inter-region connectivi ty through access points to surrounding suburbs, transport terminal for event access and connection to surrounding transport routes

ACTIVITY NODES

SITE & USER CONNECTION

Site movement is fuent and functionable and allows for various routes of cirulation with no straight, dull or void circulation and effectively interests visitors to travel throughout the site

SITE VEGETATION LEVELS

The proposal integrates the exisitng site and landscape where possible and plausible and utilises the natural features to beneft the implemented program and spaces

VIEWING & AESTHETIC

Various activity nodes were implemented throughout the proposal in order to create wonder, attraction and interest from visitors to draw them in, throughout and back to the site

The proposal offers a diverse and attractive range of program, spaces and facilities for a broad demo graphic range that allows for enhanced and diverse connection between the user and proposal

The proposal integrates further vegetation levels through parks, green spaces and sustainale measures in order to improve the naturality of the proposal and its sustainability

The proposal was design to be aesthetically pleasing and allow for a pleasant and enjoyable viewing experiance to potential users and the client to attract, appeal and invite them into the proposal

PROPOSAL ANALYSIS & COMPARISON - PROPOSAL OUTCOME RESULT SECTION THREE 21
04
PROPOSAL OUTCOME
FINAL
SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA & LEISURE PRECINCT MASTER PLAN N 1 2 3 5 4 8 7 6 9 10 LEGEND 1 - BOUTIQUE STADIUM 2 - MULTI-PURPOSE SPORTS ARENA 3 - PRECINCT BUILDING 4 - SOUTHPORT SHARK CLUBHOUSE 5 - MANTRA HOTEL 6 - STORAGE FACILITY 7 - CARPARK 8 - TRANSPORT TERMINAL 9 - PARK & LEISURE SPACE 10 - SPORT & RECREATION SPACE SCALE 1:1000 0m 100m

SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA & LEISURE PRECINCT DAY VISUALISATION

SECTION FOUR 24
SECTION FOUR 25
SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA & LEISURE PRECINCT NIGHT VISUALISATION

To begin with the fnal proposal outcome, the frst component will be the primary focus of the proposal; the Boutique Stadium. The Southport Sharks requested the design of a Boutique Stadium that must have the capacity for 10,000 patrons and a variety of other program and requirements. The proposal implemented a Boutique Stadium that allowed for maximum capacity of 10,192 patrons, with both a grandstand and interior environment that holds a variety of program that will be elaborated further in the following pages. The ultimate goal for the Boutique Stadium was to creatively implement a structure that could be utilised for large scale sporting events with a primary focus on Australian Rules Football. The spaces is designed to cater for a variety of demographics and aims to create wonder and awe for visitors, the client and the players and offcials that will utilise the space.

BOUTIQUE

FINAL PROPOSAL OUTCOME - BOUTIQUE STADIUM SECTION FOUR 26 N SCALE APPROX 1:300 0m 200m
STADIUM LOCATION TARGETED DEMOGRAPHICS ELDERLY MIDDLE AGE CHILDREN ATHLETES FAMILIES EMPLOYEES BUSINESS PUBLICITY FANS
SECTION FOUR 27 N 1 3 3 2 4 5 5 6 5 6 5 5 6 5 6 5 5 LEGEND Frankhauser Oval BOUTIQUE STADIUM GRANDSTAND FLOOR PLAN 1 Entry to Oval 2 Team Benches 3 Match Offcial Box 4 Access/Egress Stairs 5 Access/Egress Elevators 6 SCALE APPROX 1:500 0m 100m GRANDSTAND LEVELS GRANDSTAND FIRE EGRESS GRANDSTAND CIRCULATION GRANDSTAND PROGRAM User Circulation Level One Level Two Level Three User Egress Route Egress Exit Point Grandstand Program SCALE APPROX 1:2000 0m 100m SCALE APPROX 1:2000 0m 100m SCALE APPROX 1:2000 0m 100m SCALE APPROX 1:2000 0m 100m
FINAL PROPOSAL OUTCOME - BOUTIQUE STADIUM SECTION FOUR 28 N 16 LEGEND Stadium Entry BOUTIQUE STADIUM INTERIOR FLOOR PLAN 1 Ticket Booth 2 Merchandise Shop 3 Food/Beverage Kiosk 4 Public Bathrooms 5 Team Game Facility 6 1 1 1 1 2 2 2 2 3 3 4 4 4 4 5 5 5 5 5 6 6 Game Offcial Facility 7 Maintainance Room 8 Cleaning Room 9 Offcials Meeting Room 10 Electrical Service Room 11 Water Service Room 12 7 8 9 10 13 11 12 Field Access Tunnel 13 Staircase 14 Elevator 15 14 14 14 14 14 14 14 14 15 15 15 15 Club Showcase Stand 16 Guest Lounge 17 Fire Exit Door 18 16 16 17 17 17 17 17 17 18 18 18 18 18 18 18 18 18 18 SCALE APPROX 1:500 0m 100m INTERIOR PROGRAM TYPE INTERIOR FIRE EGRESS INTERIOR CIRCULATION INTERIOR PROGRAM User Circulation Ticket Booth Merchandise Food/Beverage Kiosk User Egress Route Egress Exit Point Grandstand Program SCALE APPROX 1:2000 0m 100m SCALE APPROX 1:2000 0m 100m SCALE APPROX 1:2000 0m 100m SCALE APPROX 1:2000 0m 100m Public Bathroom Team Gameday Facility Service Facility Offcials Room Offcials Meeting Room Maintanance/ Cleaning Room

Grandstand Level One

Offcials, players and staff thoroughfare Staircase Access and Egress Southport Sharks Memoribillia Display

Stadium South East Entry Point

BOUTIQUE STADIUM CROSS SECTION ONE

Offcials, players and staff thoroughfare

Grandstand Level One

BOUTIQUE STADIUM CROSS SECTION TWO

Elevator Access and Egress Southport Sharks Memoribillia Display

SCALE APPROX 1:100 0m 10m

BOUTIQUE STADIUM CROSS SECTION THREE

Stadium Open Foyer Sapce

Food & Beverage Kiosk

Grandstand Level Two Grandstand Level One

BOUTIQUE STADIUM CROSS SECTION FOUR

FINAL PROPOSAL OUTCOME - BOUTIQUE STADIUM SECTION FOUR 30 SCALE APPROX 1:100 0m 10m
Stadium Grandstand Team Gameday Facility Southport Sharks Memoribillia Display Stadium North East Entry Point

BOUTIQUE STADIUM WESTERN ELEVATION

BOUTIQUE STADIUM EASTERN ELEVATION

FINAL PROPOSAL OUTCOME - BOUTIQUE STADIUM SECTION FOUR 31
SCALE APPROX 1:300 0m 50m EASTERN ELEVATION WESTERN ELEVATION

BOUTIQUE STADIUM GRANDSTAND VISUAL PERSPECTIVE

FINAL PROPOSAL OUTCOME - BOUTIQUE STADIUM SECTION FOUR 32

BOUTIQUE STADIUM INTERIOR VISUAL PERSPECTIVE

SECTION FOUR 33
FINAL PROPOSAL OUTCOME - BOUTIQUE STADIUM SECTION FOUR 34
BOUTIQUE STADIUM EXTERIOR NIGHT VISUAL PERSPECTIVE
FINAL PROPOSAL OUTCOME - BOUTIQUE STADIUM SECTION FOUR 35
BOUTIQUE STADIUM SOUTH EASTERN ENTRY NIGHT VISUAL PERSPECTIVE

The proposal also adheres to the clients request to include a multi-purpose sporting arena utilising the junion oval as shown below. The Southport Shakrs requested this piece of the proposal incorperated seating to spectate events and the feld be multi-purpose in its ability to allow for various sporting codes and events to take place within the space. The proposal incorperated a semi-encircling covered spectating stand, two team plater bench spaces and the ability to host Australian rules, rugby league and union, soccer, hockey, cricket, netball and events such as markets, festivals, concerts and community activities. The arena aimed at providing a variety of functions, uses and appeal to a broader demographic then its current form where the feld has limited use and lacks attractive interest to users. Further detail will be eleborated on in the following pages.

FINAL PROPOSAL OUTCOME - MULTI-PURPOSE SPORTING ARENA SECTION FOUR 36 N SCALE APPROX 1:3000 0m 200m
ARENA LOCATION TARGETED DEMOGRAPHICS ELDERLY MIDDLE AGE CHILDREN ATHLETES FAMILIES FANS FITNESS ENTHUSIAST EVENTS ENTHUSIAST
SPORTING

SPORT ARENA PROGRAM

SPORT ARENA PROGRAM TYPE

FINAL PROPOSAL OUTCOME - MULTI-PURPOSE SPORTING ARENA SECTION FOUR 37 N LEGEND Arena Oval BOUTIQUE STADIUM INTERIOR FLOOR PLAN 1 Player Benches 2 Spectating Stand 3 SCALE APPROX 1:500 0m 100m 1 2 2 3
Arena Program SCALE APPROX 1:1000 0m 50m
Spectating Stand SCALE APPROX 1:1000 0m 50m Player Benches Arena Oval

Below is the interpretion and examples of the types of multi-purpose sporting adaptions that the arena can cater. The design implemented certain measures previously shown in the schematic design stage that allows for addition and removal of netball hoops and volleyball nets whilst remaining safe for the other sporting codes.

CRICKET FIELD NETBALL VOLLEYBALL

FINAL PROPOSAL OUTCOME - MULTI-PURPOSE SPORTING ARENA SECTION FOUR 38 N
RUGBY LEAGUE / UNION FIELD HOCKEY SOCCER / FOOTBALL
SCALE APPROX 1:1000 0m 50m

Southport Sharks Mantra Hotel

Arena Spectating Stand Boutique Stadium

Arena Spectating Stand Roof Southport Sharks Clubhouse

MLUTI-PURPOSE SPORTS ARENA CROSS SECTION

FINAL PROPOSAL OUTCOME - MULTI-PURPOSE SPORTING ARENA SECTION FOUR 39 SCALE APPROX 1:200 0m 20m
FINAL PROPOSAL OUTCOME - MULTI-PURPOSE SPORTING ARENA SECTION FOUR 40
MULTI-PURPOSE SPORTING ARENA EXTERIOR VISUAL PERSPECTIVE

The proposal also offers the inclusion of a precinct building. The precinct building consists of three sectors; health, leisure and technological. The reason for incorperating this program is in order to adhere to the clients request for health, hospitality, retail and technology based program. Therefore the precinct building holds health related program such as doctor, dentist, psychologist and physiotherapy facilities, bar/ restaurent spaces, retail shops, technology retail and repair facility with an inbuilt E-gaming lounge and hyper-reality room. Therefore the space ultimately acts as a social hub for interaction and attraction between a variety of demographics and imrpoves the appeal of the site and proposal dramatically. The following pages will derive and breakdown the precinct building in further detail.

PRECINCT

FINAL PROPOSAL OUTCOME - PRECINCT BUILDING SECTION FOUR 41 N SCALE APPROX 1:3000 0m 200m
BUILDING LOCATION TARGETED DEMOGRAPHICS ELDERLY MIDDLE AGE CHILDREN INJURED ATHLETES HOSPITALITY ENTHUSIAST RETAIL ENTHUSIAST HEALTH ENTHUSIAST TECHNOLOGY ENTHUSIAST E-GAMING ENTHUSIAST
FINAL PROPOSAL OUTCOME - PRECINCT BUILDING SECTION FOUR 42 N LEGEND Technology Retail/Repair PRECINCT BUILDING FLOOR PLAN 1 E-gaming Lounge 2 Hyper-Reality Space 3 Male Public Bathroom 4 Female Public Bathroom 5 Retail Space One 6 Hospitality Space One 7 Hospitality Space Two 8 Retail Space Two 9 Health Sector Foyer 10 Health Sector Reception 11 Doctor Facility 12 Dentist Facility 13 Psychologist Facility 14 Physiotherapy One 15 Physiotherapy Two 16 Health Sector Bathroom 17 Rehabilitation Space 18 SCALE APPROX 1:500 0m 25m 1 2 3 4 6 7 8 9 5 10 11 12 13 14 15 16 17 18 Hospitality Retail Bathroom PRECINCT FIRE EGRESS PRECINCT CIRCULATION PRECINCT PROGRAM User Circulation User Egress Route Egress Exit Point Grandstand Program SCALE APPROX 1:1000 0m 12m SCALE APPROX 1:1000 0m 12m SCALE APPROX 1:1000 0m 12m PRECINCT PROGRAM TYPE SCALE APPROX 1:1000 0m 12m Hyper-Reality Space E-gaming Lounge Technology Repair/Retail Doctor Facility Dentist Facility Psychology Facility Physiotherapy Facility Health PrecinctFoyer

Technological Sector Retail Facility One

PRECINCT BUILDING ELEVATION

E-gaming Lounge E-gaming Lounge E-gaming Lounge

Hospitality Facility Two Retail Facility Two Hospitality Facility One Health Sector

PRECINCT BUILDING CROSS SECTION

Psychologist Facility Dentist Facility SCALE APPROX 1:125 0m 10m

Doctor Facility Health Sector Foyer & Reception

FINAL PROPOSAL OUTCOME - PRECINCT BUILDING SECTION FOUR 43
Rehabilitation Space Physiotherapy Facility
FINAL PROPOSAL OUTCOME - PRECINCT BUILDING SECTION FOUR 44
PRECINCT BUILDING EXTERIOR VISUAL PERSPECTIVE

The proposal further developed its demographic reach and attraction capacity through incorperating a sport and recreation space adjacent to the multi-purpose sporting arena. This space provides users a skate park, half court basketball court and a rock climbing wall. The reasoning behind the addition in the proposal was to allow for further demographic range and give future users a more diverse variety of sporting and recreational activities to participate in when visiting the site. This space also doubles as part of the multi-purpose sporting arena, with the raised landscape integration allow for further spectating abilities and creates a more coherent and multi-sport arena atmosphere.

SPORT & RECREATION SPACE LOCATION

TARGETED DEMOGRAPHICS

FINAL PROPOSAL OUTCOME - SPORT & RECREATION SPACE SECTION FOUR 45 N SCALE APPROX 1:3000 0m 200m
MIDDLE AGE CHILDREN SKATING ENTHUSIAST BASKETBALL ENTHUSIAST CLIMBING ENTHUSIAST FAMILIES HEALTH ENTHUSIAST
FINAL PROPOSAL OUTCOME - SPORT & RECREATION SPACE SECTION FOUR 46 N SPORT & RECREATION PROGRAM User Circulation SCALE APPROX 1:500 0m 25m SPORT & RECREATION PROGRAM TYPE Rock Climbing Wall SCALE APPROX 1:500 0m 25m SPORT & RECREATION LANDSCAPE TYPE Hardscape Landscape SCALE APPROX 1:500 0m 25m Skatepark Half Court Basketball Natural Landscape Travel Storage Facility LEGEND Rock Climbing Wall PRECINCT BUILDING FLOOR PLAN 1 Skatepark 2 Half Court Basketball Court 3 Hardscaped Stairs 4 Travel Storage Facility 5 2 1 3 5 4 SCALE APPROX 1:300 0m 50m

ROCK CLIMBING WALL SECTION

SKATEPARK SECTION

BASKETBALL COURT SECTION

Rock climbing Wall

Skatepark

Half Court Basketball Court Transport Storage Facility

SPORT AND RECREATIN SPACE ELEVATION

FINAL PROPOSAL OUTCOME - SPORT & RECREATION SPACE SECTION FOUR 47 SCALE APPROX 1:125 0m 10m
Central Eastern Site Access Point
FINAL PROPOSAL OUTCOME - SPORT & RECREATION SPACE SECTION FOUR 48
SPORT AND RECREATION SPACE VISUAL PERSPECTIVE

The fnal addition made by the proposal is the park and recreation space that stretches along the eastern side of the site as shown below. This specifc element was implemented to further target the demographics of families, active and healthy life style users and users that simply wish to enjoy gatherings or being outdoors. The area combines a playground space for children with several bbq and coverd gazebo areas, workout spaces and transport storage facilities scattered through and ajoined via a weaving pathway system. This space fts within the landscapeand is within a vegetated park like environment and easily access via the north eastern and eastern inter-region connectivty points making it a pleasant and appealing addition to the Southport Sharks site and allows visitors to visit to simply enjoy a quiet and natural environment.

PARK & RECREATION SPACE LOCATION

FINAL PROPOSAL OUTCOME - PARK & RECREATION SPACE SECTION FOUR 49 N SCALE APPROX 1:3000 0m 200m
MIDDLE AGE CHILDREN FAMILIES HEALTH ENTHUSIAST ELDERLY NATURE ENTHUSIAST
TARGETED DEMOGRAPHICS
FINAL PROPOSAL OUTCOME - PARK & RECREATION SPACE SECTION FOUR 50 LEGEND Travel Storage Facility PRECINCT BUILDING FLOOR PLAN 1 Hardscaped Stairs 2 BBQ Gazebo Space 3 Playground 4 Workout Spaces 5 1 2 4 3 5 3 5 2 6 3 5 1 Park Pathway 6 SCALE APPROX 1:500 0m 25m Travel Storage Facility BBQ Gazebo Spaces Playground PATHWAY SYSTEM Pathway SCALE APPROX 1:1000 0m 12m TYPE OF PROGRAM Workout Spaces N PROGRAM Program SCALE APPROX 1:1000 0m 12m SCALE APPROX 1:1000 0m 12m Hardscape Landscape Natural Landscape TYPE OF LANDSCAPE SCALE APPROX 1:1000 0m 12m
FINAL PROPOSAL OUTCOME - PARK & RECREATION SPACE SECTION FOUR 51 PARK AND GATHERING CROSS SECTION PLAYGROUND & PARK CROSS SECTION WORKOUT SPACE CROSS SECTION PARK & RECREATION SPACE ELEVATION SCALE APPROX 1:300 0m 50m SCALE APPROX 1:125 0m 10m SCALE APPROX 1:125 0m 10m SCALE APPROX 1:125 0m 10m BBQ Gazebo Space BBQ Gazebo Space Workout Space Two Workout Space One Workout Space Three Playground, Park & Gathering Space Transport Storage Facility Transport Storage Facility

PARK AND RECREATION SPACE VISUAL PERSPECTIVE

SECTION FOUR 52

MATERIALITY OVERVIEW

05

In order to fully understand the proposal’s capabiity, legitimacy and practicality the incorperated materials must be taken into account. The effciency and effectivity of the proposal highly relies upon the type of materials use and whether they are practical therefore section fve will break down the proposed materials through introducing them, outlining their background, cost and functionability and how they will be utlised and then fnally confgure the certain materials being utilised into systems and details that signify how they would combine together to create, support and be used throughout the proposal for the Southport Shakrs Boutique Stadium, Multi-purpose Sporting Arena and Leisure Precinct.

MATERIALITY OVERVIEW - INTRODUCTION SECTION FIVE 54
MATERIALITY PALLETE ANALOGY GLASS FIBRE REINFORCED CONCRETE PATTERNED CONCRETE WEATHERBOARD CLADDING POWDER COATED STEEL DOOR/WINDOW FRAMING GLASS STEEL FRAMING/ REINFORCEMENT MASONRY TITANIUM DIOXIDE COATING PRIMARY CHOSEN MATERIALS

The frst material is concrete. This material is a key element of all architectural and construction proposal and this design is no different relying heavily on this material to achieve an effcient design. Concrete is used for various elements of the design from the circulation pathway systems, slabs for structures, grandstand seating, stair systems and even hardscaped landscape stairs throughout the design. There are several forms of how this component has been utilised, it can be directly poured and precast fabricated and brung to site. This material is highly reliable and appropriate due to its structural capabilities, long life span and low maintainance.

CONCRETE USE THROUGHOUT PROPOSAL

SIMULAR CONCRETE USE EXAMPLES

PRE-CAST USED FOR STAIR, GRANDSTAND, FOOTINGS AND SLABS THROUGHOUT PROPOSAL

PATTERNED CONCRETE USE FOR THE PATHWAY SYSTEMS

PRECAST CONCRETE STADIUM GRANDSTAND SIMULAR TO PROPOSAL (AUSTRALIANCONCRETE. 2020)

PRE-CAST CONCRETE STAIR SYSTEM SIMILAR TO THE PROPOSAL (AUSTRALIAN CONCRETE. 2020)

TYPES OF USE THROUGHOUT PROPOSAL

PRE-CAST REINFORCED CONCRETE Stadium & Arena Grandstands

DECORATIVE REINFORCED PATHWAY CONCRETE Pathway systems throughout the entire site

REINFORCED CAST-IN-SITU Footings, slabs

Australian Concrete Ascosiation. 2020. Precast concrete stadium. website. < https://nationalprecast.com. au/portfolio_page/seating-plats/ > Hipages. 2020. QLD Concrete Cost. Website. Accessed 29th April, 2020. < https://hipages.com.au/article/ how_much_does_concreting_cost>

CONCRETE COST SUMMARY

PRE-CAST CONCRETE

QLD AVERAGE COST = $60-$85 Per m 2

DECORATIVE REINFORCED PATHWAY CONCRETE

QLD AVERAGE COST = $100-$150 Per m 2

LABOUR COST

QLD AVERAGE COST = $60-$70 Per Hour

NOTE

Estimations were taken from Hipage website outlining concrete costing for Queensland and other Australia States and would be open to variation.

REASONING FOR USE

STRUCTURAL INTEGRITY

LIFESPAN & DURABILITY

FLEXIBILITY

COST Relatively low cost in relation to other materials used for specific program and elements that this proposal requires concrete

CONSTRUCTION & INSTALLATION Relatively quick installation and if pre-cast can be installed and constructed far quicker then alternatives

MATERIALITY OVERVIEW - MATERIAL RESEARCH SECTION FIVE 55
Reference
and structural reinforcement points for Structures
Concrete offer extreme structural strength, fireproofing
and integrity to the design proposal
durability
perform,
Offers
and a long lifespan therefore will allow the proposal to
remain integral and functionable well after construction
IN USE AND FORM Can utilised, manufactured and constructed in various forms and methods and can achieve required forms for this proposal

TYPES

The proposal also utilises the material of glass in various forms. The material of glass was the priviledged material for this proposal and therefore a high level of focus was spent utilising it, the incorperation of photocromic and tinted glass throughout not only complies with the outlined conceptual responce to the theme of boundary but also allows for a more aesthetically pleasing, sustainable and durable design. Photocromic glass was utilised throughout the facade of the Boutique Stadium and Precinct building and this form of material changes tints or colouration in accordance its exposure to ultra-violet rays, therefore adding a unique aesthetic effect whilst maintaining stuctural and sustainable practicality. Tinted or frosted glass also utilised throughout bathrooms and more private spaces of the design allows for less visual disruptance and glare into space.

GLASS USED THROUGHOUT PROPOSAL

SIMULAR GLASS USE EXAMPLES

GLASS COST SUMMARY

REASONING FOR USE

AESTHETIC

Estimations were taken from Hipage website outlining glass costing for Queensland and other Australia States and would be open to variation.

Green Buildings. 2015. Tinted Glass Facades in Sustainable Cities. Website. Accessed on 29th April, 2020. < http://www.asiagreenbuildings.com/12485/will-all-glass-facades-die-out-in-future-sustainable-cities/>

Hipages. 2020. QLD Concrete Cost. Website. Accessed 29th April, 2020. < https://hipages.com.au/article/ how_much_does_glass_and_glazing_cost>

SAI. 2020. Smart Photochromic Glass. Website. Accessed 29th April, 2020. < https://www.google.com/ search?q=precast+concrete+stairs+detail&tbm=isch&ved=2ahUKEwistOa9pZnpAhW1Vn0KHcm VAoUQ2-cCegQIABAA&oq=precast+concrete+stairs+detail&gs_lcp=CgNpbWcQAzICCAA6BAgAEB

MATERIALITY OVERVIEW - MATERIAL RESEARCH SECTION FIVE 56
GENERIC GLASS FOR WINDOWS AND DOORS IN CERTAIN SPACES TINTED GLASS FOR RRIVATE SPACES
QLD AVERAGE COST
Per m 2
QLD
COST
Per m 2
QLD
2
QLD
GENERIC / CLEAR
= $40-$200
TINTED
AVERAGE
= $200-$250
PHOTOCHROMIC
AVERAGE COST = $300-$350 Per m
LABOUR COST
AVERAGE COST = $40-$50 Per Hour NOTE
Reference
USE THROUGHOUT
PHOTOCHROMIC Stadium and precinct facades TINTED Glass door systems and private spaces such as health sector in precinct building GENERIC / CLEAR Certain windows and doors within the precinct or Boutique stadium
OF
PROPOSAL
Allows for grea ter aesthetic appeal within the proposal due to its ability to change colouration/ tint and allow visualisation, natural light and shadows
glass has a greater sustainable impact rather than generic glass systems resulting in a greater design result
SUSTAINABILITY Chosen
with the theme of boundary allowing for
and
COHERENCE WITH THEME Coheres
altered perception
visual boundary effects COST Installation cost is remotely feasible although the glass costs are high the impact and requirement over powers this issue
CONSTRUCTION & INSTALLATION Relatively simple installation and maintainance
SHOWING PHOTOCHROMIC CLASS ADAPTATION EFFECT (SAI, 2020)
OR
GLASS FACADE SIMILAR TO PROPOSAL USE (GREEN BUILDINGS, 2015)
GLASS FOR FACADES
IMAGINE
TINTED
REFLECTIVE
PHOTOCHROMIC

The proposal implements are large amount of steel throughout for structural framing, columns and beams whilst also using it as a reinforcement method for certain features of the design. This material is use mostly throughout the Boutique Stadium and the precinct building due to these spaces being the larger civil constructed elements of the proposal. Steel was chosen due to its lifespan, structural integrity and strength, lightweight and time managing installation process which make it a more practical alternative to use for the project than timber or masonry. Also steal can be utilised and fabricated to suit a large variety of complex construction requirements therefore with the design being a curve guided project then steel is the most suitable choice and can be far easier to manufacture for such a task.

SIMULAR STEEL USE EXAMPLES

IMAGINE SHOWING PHOTOCHROMIC CLASS ADAPTATION EFFECT (NSC, 2006)

TINTED OR REFLECTIVE GLASS FACADE SIMILAR TO PROPOSAL USE (GREEN BUILDINGS, 2015)

TYPES OF USE THROUGHOUT PROPOSAL

STEEL FRAMING BEAMS

Stadium and precinct building

STEEL FRAMING COLUMNS

Stadium and precinct building

STEEL REINFORCMENT

Stadium and precinct building, concrete pathways and slabs and sporting arena stand and roofing system

STEEL COST SUMMARY

REASONING FOR USE

STRUCTUAL INTEGRITY

Steel framing is extremely structurally sound and offers a long life span, resistant to damage and is more coherent with services in wall systems

WEIGHT TO CAPACITY RATIO

More ratio of steel to weight compared to other material

FLEXIBILITY AND USE

Can be manufactured to suite the required form of proposal COST

Cost effective in longterm outlook and cuts costs in other areas

CONSTRUCTION & INSTALLATION

Installation is regimented and short due to standards of practice and knowledge of systems, also allows time decrease in other areas of construction

Dowcon. 2020. Website. Accessed 29th April, 2020. < http://www.dowcon.com.au/structural-steel-mel bourne/prices/>

NSC. 2006. Steel Stadium Framing. Website. Accessed 29th April, 2020. < http://www.newsteelconstruc tion.com/wp/new-stadium-underpins-soccer-strategy/>

MATERIALITY OVERVIEW - MATERIAL RESEARCH SECTION FIVE 57
GENERIC GLASS FOR WINDOWS AND DOORS IN CERTAIN SPACES
STEEL USED THROUGHOUT PROPOSAL
CIVIL CONSTRUCTION FRAME QLD AVERAGE COST = $4800-$5000 Per Tonne LABOUR COST QLD AVERAGE COST = $80-$100 Per Hour
Estimations were taken from Dowcon Steel website outlining steel costing for Queensland and other Australia States and would be open to variation.
NOTE
Reference

As per all architectural and construction work the design proposal comprimises of cladding materials. This specifc design utilises weatherboard cladding materials for exterior facades such as the interior of the boutique stadium and precinct building and also utilises generic sheeted interior wall linings throughout the proposal when aesthetic purposes are not required. The reasoning for choosing the specifc weatherboard cladding and white internal wall linings for this structure was due to frstly coinciding with the colour pallete and Southport Sharks team colours, being lightweight and easy to instal and cost effective. The systems chosen were trendplank cladding systems due to its ability to bend with a curved surface which was required for the design therefore allowing it to cohererentyl and effciently function.

CLADDING USE THROUGHOUT PROPOSAL

SIMULAR CLADDING USE EXAMPLES

TYPES OF USE THROUGHOUT PROPOSAL

TRENDPLANK WEATHERBOARD

Stadium interior and precinct exterior facades

TRENDPLANK INTERIOR WHITEWASH WALL LINING

Stadium interior and precinct interior walls

INTERIOR WHITEWASH WALL LINING THROUGHOUT STADIUM AND PRECINCT

EXAMPLE OF TRENDPLANK WEATHERBOARD SYSTEM FOR CURVED STRUCTURE (MORTLOCK. 2020)

EXAMPLE OF TRENDPLANK WEATHERBOARD SYSTEM FOR CURVED STRUCTURE (MORTLOCK. 2020)

Reference

Hipages. 2020. QLD Concrete Cost. Website. Accessed 29th April, 2020. < https://hipages.com.au/article/ how_much_does_concreting_cost>

Mortlock timber. 2020. Trendplank cladding. Website. assessed 29th April, 2020.< https://www.mortlock. com.au/product-pricing-guide/>

CLADDING COST SUMMARY

TRENDPLANK WEATHERBOARD AVERAGE COST = $80-$100 Per m 2

TRENDPLANK WALL LINING AVERAGE COST = $50-$60 Per m 2

LABOUR COST

QLD AVERAGE COST = $60-$70 Per Hour

NOTE

Estimations were taken from trendplankand hipages websites outlining cladding costing and would be open to variation.

REASONING FOR USE

COST EFFECTIVE

Cost effective alternative compared to other claddings that could fix to curved structures

FLEXIBILITY

Allows easy fixing to curved design shape

FIRE PROOFING

Has required fire proofing measures

AESTHETIC

Aesthetically pleasing, simple and resembles natural environments

CONSTRUCTION & INSTALLATION

Installation is simple, fast and relatively well priced

MATERIALITY OVERVIEW - MATERIAL RESEARCH SECTION FIVE 58
TRENDPLAN
EXTERIOR BLACK
WEATHRBOARD FOR STADIUM AND PRECINCT

SIMULAR

MATERIALITY OVERVIEW - MATERIAL RESEARCH SECTION FIVE 59
USE THROUGHOUT
R5.0 INSULATION FOAM REFLECTIVE R5.0 INSULATION SHEETING
R 5.0 INSULATION BATTS QLD AVERAGE COST = $15-$30 Per m 2 FOAM INSULATION QLD AVERAGE COST = $15-$30 Per m 2 LABOUR COST QLD AVERAGE COST = $1300-$1500 Per m 2 NOTE Estimations were taken from Hipage website outlining concrete costing for Queensland and other Australia States and would be open to variation. Hipages. 2020. QLD Concrete Cost. Website. Accessed 29th April, 2020. < https://hipages.com.au/article/ how_much_does_insulation_cost> Reference TYPES OF USE THROUGHOUT PROPOSAL R5.0 INSULATION FOAM Throughout wall systems R5.0 REFLECTIVE INSULATION SHEETING Throughout roofing systems and exterior facade systems
Throughout the entire design required insulation has been utilised within the wall and roof framing systems. Insulation ultimately plays an integral role in the sustainability and function of a structure therefore the proposal is utilising high grade r5.0 insulation foam and sheeting in order to coherently reach the regulatory requirements and allow the structures to function at a more comfrotable and effcient rate. The materials chosen also are cost effective, high fre proofng R-valued and easy to install whilst being fexible in its implementation . INSULATION
PROPOSAL
CONCRETE COST SUMMARY
USE SUSTAINABLE Allows for a more sustainable interior environment COST EFFECTIVE Installation and purchase is cost effective for the size of coverage required CONSTRUCTION & INSTALLATION Installation is quite simple and fits within the steel framing systems
PROOFING Chosen insulation has a higher R-value of 5.0 reinforcing extra expenditure for better quality product
REASONING FOR
FIRE
INSULATION USE
R5.0 INSULATION WOOL USED WITHIN FRAMING (Hipages, 2020) R5.0 REFLECTING SHEETING USED IN ROOF FRAME
2020)
EXAMPLES
(Hipages,

The stadium utilisies pre-formed glass fbre reinforced concrete for its stadium roofng and exterior shell. The reasoning for this is the materials ability to effciently be able to mould to fuid shapes which is required for this part of the design. Glass fbre reinforced concrete is light weight, structurally sound and has higher strength and tensile ratings then normal concrete and is more sustainable and environmentally effective than all other forms of concrete. Therefore this material was chosen for the stadium roof and exterior shell do to this feature being the main focus of the proposal and the most eye-catching point of the design therefore the extra cost is suitable.

GLASS REINFORCED CONCRETE USE THROUGHOUT PROPOSAL

USED THROUGHOUT THE STADIUM EXTERIOR SHELL AND ROOFING SYSTEMS

TYPES OF USE THROUGHOUT PROPOSAL

GLASS REINFORCED CONCRETE Stadium shell and roofing system, sporting arena roofing system

SIMULAR CLADDING USE EXAMPLES

EXAMPLE SHOWING GRC ABILTIY TO MOULD TO CURVES LIKE THE PROPOSAL (ARCHDAILY. 2020)

EXAMPLE SHOWING GRC ABILTIY ALLOW CUSTOM FACADE PATTERNS LIKE THE PROPOSAL (ARCHDAILY. 2020)

Archdaily. 2020. Examples of GRC Architecture. Website. Accessed 29th April, 2020. < https://www.arch daily.com/921833/how-fber-reinforced-concrete-can-make-for-more-resistant-and-lighter-architecture>

Hipages. 2020. QLD Concrete Cost. Website. Accessed 29th April, 2020. < https://hipages.com.au/article/ how_much_does_concreting_cost>

CLADDING COST SUMMARY

GLASS FIBRE REINFORCED CONCRETE QLD AVERAGE COST = $100-$150 Per m 2

LABOUR COST QLD AVERAGE COST = $80-$90 Per Hour

NOTE

Estimations were taken from Hipage website outlining GRC concrete costing for Queensland and other Australia States and would be open to variation.

REASONING FOR USE

MATERIALITY OVERVIEW - MATERIAL RESEARCH SECTION FIVE 60
Reference
SUSTAINABLE The most sustainable form of concr ete FLEXIBILITY Can be moulded to extreme shapes and allows for flexible design
FIRE PROOFING High fire value rating due to being concrete AESTHETIC Aesthetically pleasing and can be altered and coated if change is wanted STRUCTURAL INTEGRITY One of if not the most structurally sound form of concrete

Titanium dioxide coating was proposed for the design, with the intention to coat the entire exterior shell and roofng system of the Boutique stadium with this chemical material coating. Titanium dioxide is a chemical that has been utilised to coat structures that removes harmful toxins, gases, smells and C02 from the air whilst also self cleaning through breaking down dirt and grit and purifes water that comes into contact with it. This is down due to the chemical reacting to the ultraviolet rays produced by the sun and polarizing and breaking down harmful or unwanted atmospheric chemical. Therefore this material was proposed to increase the sites sustainability measures and also create a cleaner more pleasant environment for the user.

TITANIUM DIOXIDE USE THROUGHOUT PROPOSAL

TITANIUM DIOXIDE USED AS COATING FOR STADIUM EXTERIOR SHELL

TYPES OF USE THROUGHOUT PROPOSAL

TITANIUM DIOXIDE COATING Stadium exterior shell and roofing system

SIMULAR INSULATION USE EXAMPLES

TITANIUM DIOXIDE COATED FACADE EXAMPLE SIMILAR TO PROPOSAL (MILLS, 2020)

TITANIUM DIOXIDE COATED FACADE COMPLEX LIKE PROPOSAL FACADE (MILLS, 2020)

Coatingsworld, 2019. Titanium dioxide coating costt. Website. Accessed 30th April, 2020. < https://www. coatingsworld.com/issues/2019-10-01/view_Africa-Report/how-africa-can-mitigate-high-tio2-prices-/>

Mills. 2020. titanium dioxide coated architecture. Website accessed 30th April, 2020. < https://www. theb1m.com/video/what-are-smog-eating-buildings>

CONCRETE COST SUMMARY

REASONING FOR USE

SUSTAINABLE

Allows for a more sustainable site environment, cleans the air, water and itself

COST EFFECTIVE

Installation and purchase is cost effective for the size of coverage required

CONSTRUCTION & INSTALLATION

Coating the structure is simple used through a method of spraying and allowing to cure

FLEXIBILITY

Comes in a wide variety of colours and textures and can adhere to almost all surfaces

MATERIALITY OVERVIEW - MATERIAL RESEARCH SECTION FIVE 61
TITANIUM DIOXIDE COATING PARTICLE COST AVERAGE COST = $75-$100 Per m 2 Coverage LABOUR COST QLD AVERAGE COST = $80-$100 Per Hour
NOTE Estimations were taken from Coatings World website outlining titanium dioxide costing and would be open to variation.
Reference

WALL SYSTEMS

Below the material integration to create the wall systems of the proposal. All wall systems are made up of structural steel colums, beams that are fxed together along an easytrak system to allow for direct fxing along a curve and between the structural system is hardiefre R5.0 insulation foam, cladding the exterior is hardiebreak thermal strip and trendplan vertical weatherboard cladding.

Further detail is shown below

WALL SYSTEM TO ROOF CONNECTION DETAIL

TITANIUM DIOXIDE COATING

HILTI HIT ANCHOR BOLT

HARDIEBREAK THERMAL STRIP

HARDIEFIRE INSULATION FOAM

HARDIEFIRE INSULATION FOAM

STUDCO EZYTRACK SYSTEM

CONCRETE SLAB

GLASS REINFORCED CONCRETE ROOF SYSTEM

STUDCO EZYTRACK SYSTEM

TRENDPLAN VERTICAL WEATHERBOARD CLADDING

FLOOR PLAN VIEW WALL SYSTEM DETAIL

HILTI FIXING SCREW STUDCO EZYTRACK SYSTEM

HARDIEBREAK THERMAL STRIP

WALL SYSTEM TO SLAB CONNECTION DETAIL

HARDIEBREAK THERMAL STRIP

TRENDPLAN VERTICAL WEATHERBOARD CLADDING

HILTI HIT ANCHOR BOLT

STEEL SLAB REINFORCEMENT

STRUCTURAL STEEL COLUMN

HARDIEFIRE INSULATION FOAM

TRENDPLANK VERTICAL WEATHERBOARD CLADDING

HILTI FIXING SCREW

MATERIALITY OVERVIEW - MATERIAL INTEGRATION SECTION FIVE 62
SCALE APPROX 1:5 0m 200mm

REGULATION OVERVIEW

06

SITE COVERAGE

LOCAL LEGISLATION

Site Coverage Legislation = 10m Front Boundary, 6m Site Boundary Proposal Front Boundary = 12m Proposal Side Boundary = 8m

*Note = Parts of proposal breach the boundaries (terminal front boundary) (park and sport recreation side boundary) but due to site being government owned and these spaces improving the community and government public land relaxation approval is likely

Outcome = Partly Compliant with Approval

SECTION SIX 64 SCALE APPROX 1:3000 0m 200m

CONSTRUCTION HEIGHT

LOCAL LEGISLATION

Path Width Legislation = 1.5m (1.8m prefered)

Proposal Path Width = >1.8m at all points

Outcome = Compliant

SECTION SIX 65 SCALE APPROX 1:3000 0m 200m

NCC & BCA LEGISLATION

BCA/ NCC Legislation AS1428.1 - 2009

Sanitary compartments must not open directly to public space

1 x (1800mm x 830mm) Closet Fixture per 200 Patrons (30% must be closet fxture) 1 x Washbasin per 200 Patrons

1 x (1900mm x 2300mm) Unisex Disabled Persons Facility

PROPOSAL

No Sanitary Compartments open up onto public space

50 x (20000mm x 1000mm) Male Closet Fixture (50% Enclosed) 50 x (20000mm x 1000mm) Female Closet Fixture 50 x Per Gender Wash Basin (100 Total)

10 x (1900mm x 3800mm) Disabled Persons Facility (5 per gender)

Outcome = Compliant

REGULATION OVERVIEW - SANITARY SECTION SIX 66 N
DISABLED BATHROOM PATRON BATHROOM PUBLIC BATHROOM BLOCK 3800mm 2000mm 1000mm 1900mm To Public Space To Public Space SANITARY

ACCESS & EGRESS BCA

PRECINCT FIRE EGRESS INTERIOR FIRE EGRESS GRANDSTAND FIRE EGRESS

LOCAL LEGISLATION

BCA Legislation= Fire escapes must be no more than 20m or 60m for open spectator stand to travel

Proposal Boutique Grandstand = <28m (maximun route distance)

Proposal Sporting Arena = <18.5m (maximun route distance)

Proposal Precinct Building = <19.5m

Outcome = Compliant

REGULATION OVERVIEW - ACCCESS & EGRESS SECTION SIX 67 N

DOCUMENTATION

07

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

PROJECT

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

DATE
REV
DESCRIPTION DRN CKD PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT: SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
PROPOSAL SITE & LANDSCAPE PLAN 1:2000 PAUL CALLGHAN 01 N SPHERE WATTLE MUSGRAVE MUSTANGS SOCCER CLUB SOUTHPORT LAWN CEMETERY MUSGRAVE SPORTS PARK SOUTHPORT SHARKS FOOTBALL CLUB MANTRA SOUTHPORT SHARKS Project Boundary Cadastral Boundary Easement 40m Horizontal Scale 1:2000 @A3 KEY LOT SP LOT SP EMT C SP STADIUM PRECINCT BUILDING SPORTING ARENA SHEET 1 SHEET 2

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

DATE DESCRIPTION DRN CKD
REV
PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
SOUTHPORT
MULTI-PURPOSE
LEISURE
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT:
SHARKS BOUTIQUE STADIUM,
SPORTING ARENA AND
PRECINCT
Project Boundary Cadastral Boundary Easement 20m Horizontal Scale 1:1000 @A3 KEY Transport Storage Facility (Refer Detail B1) Workout Space (Refer Detail AA) Workout Space 3 (Refer Detail A3) BBQ Gazebo Space (Refer Detail C2) Passenger Drop-off Zone STADIUM SPORTING ARENA Workout Space 1 (Refer Detail A1) BBQ Gazebo Space (Refer Detail B1) Concrete Path Refer Specifications Workout Space 2 (Refer Detail A2) Playground and Gathering Space (Refer Detail A4) Basketball Half Court (Refer Detail A5) Transport Storage Facility (Refer Detail B1) Main Football oval surface and drainage installed by others Football oval surface and drainage installed by others Existing turf to be replaced Transport Storage Facility (Refer Detail B1) BBQ Gazebo Space (Refer Detail B1) Transport Storage Facility (Refer Detail B1) LEGEND TURF RENDERED CONCRETE (TILED) SAND OR SOFT FALL ELASTIC CORK FLOOR RENDERED CONCRETE (PLAIN) FLINDERSIA AUSTRALIS (CROWS ASH) CUPANIOPSIS ANACARDIOIDES (TUCKEROO) BACKHOUSIA CITRIODORA (LEMON SCENTED MYRTLE) EXISTING TREE TO BE RETAINED PROPOSAL SITE & LANDSCAPE PLAN PART 1 1:1000 PAUL CALLGHAN 02 N

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

DATE DESCRIPTION DRN CKD
REV
PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT: SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
Project Boundary Cadastral Boundary Easement 20m Horizontal Scale 1:1000 @A3 KEY SPORTING ARENA STADIUM PRECINCT BUILDING Football oval surface and drainage installed by others Playground Space (Refer Detail A4) Basketball Half Court (Refer Detail A5) LEGEND TURF RENDERED CONCRETE (TILED) SAND OR SOFT FALL ELASTIC CORK FLOOR RENDERED CONCRETE (PLAIN) FLINDERSIA AUSTRALIS (CROWS ASH) CUPANIOPSIS ANACARDIOIDES (TUCKEROO) BACKHOUSIA CITRIODORA (LEMON SCENTED MYRTLE) EXISTING TREE TO BE RETAINED PROPOSAL SITE & LANDSCAPE PLAN PART 2 1:1000 PAUL CALLGHAN 03 N

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

BARRIERS Erect construction barriers along the 30m riparian buffer zone & around the driplines of trees to be retained. Barriers to comprise orange plastic safety mesh and star picket and are to remain in place until works are completed. No works or stockpiling is to occur within barriers. Remove all deleterious materials from parkland prior to removal of barriers.

SOILS Strip all suitable soils from areas to be covered by road or ll and stockpile for reuse to max height 1m. It is the landscaper's responsibility to ensure reused topsoil complies with the minimum requirements of AS 4419 and the specification. All soils used on site are to be weed free, fire ant free and ontain no deleterious materials.

STOCKPILES Mulch soil stockpiles are not to be located within the 30m parian buffer or within the driplines of any trees to be retained.

EARTHWORKS & DRAINAGE

MAXIMUM GRADES Recommended maximum grades are 1:3 for planting, 1:4 for grassing Where planting grades exceed 1:3, retention netting is to be securely fixed to banks. MOUNDING Max mound side grades to be 1:5. Construct mounds from clay subgrade provide topsoil depths specified for planting or turf as noted.

SWALES DETENTION BASINS Minimum longitudinal fall 1:80 on swales

Minimum longitudinal fall on grassed detention basins 1:100 Maximum side grades 1:4 Swale invert widths to vary from 1m min to 4m max as detailed o plan. All detention basin details to be certified by engineer.

DRAINAGE All field inlets located in planting areas to be surrounded by 500mm of 50mm dia river gravel. All field inlets within parkland are to be drained to gravel swales.

WALLS & FENCING WALL TYPE 1 (ROCKFACED MASONRY) 200 series corefilled masonry with all structural details by engineer. Heights as noted. All footings to finish min 100 below finished surface level adjacent. Face & cap with local stone 40mm thick to match wall type 2. Average dimension 300x400mm.

WALL TYPE 1 (RENDERED MASONRY) Walls to be 200 series corefilled masonry blockwork (reinforced on 20mPa concrete footings. All walls over 900mm high to be engineer certified. Apply rendered finish to external surfaces paint as scheduled Apply waterproofing to inside surface of all masonry planters Wall capping to be 300x300x40mm thick clay pavers fixed securely to the top of the wall and grouted. Provide 50mm overhang to front & rear of wall WALL TYPE 1 (BAGGED BRICK) Double skin 230x115x75 brick (selected commons) laid to height specified on 20mPa concrete footings. Apply coarse sand bagged finish to external surfaces. Paint select colour. Apply waterproofing to inside surface of all masonry planters Capping to be 230x115 brick. WALL TYPE 2 (BOULDERS) Boulders to be local stone minimum dimension 600x600x800 to heights noted. Lay boulders with natural strata lines parallel to ground with min 1/3 bedded into natural ground.

WALL TYPE 2 (TIMBER PALISADE)

Logs to be Tanlised Ecowood Koppers logs set vertically into 20mPa concrete strip footing 600mm deep 400mm wide. Finished height of logs to vary between 600-800mm. Maximum step between logs to be 150mm. Weatherstrike post tops 15°. Paint select colour.

POST RAIL FENCE Rough-sawn single rail fence along park boundary. Provide Council-standard galvanised lockrails in nominal locations shown. Supplier Outdoor Structures Australia BOLLARDS Bollards to be 200x100 CCA treated HW set in 300x300x450 deep mass concrete footings to match park boundary fence posts. Set at 1200mm ctres. Max ctres 1500mm. TIMBER WORK GENERAL All timber in contact with ground to be Durability Class 2, H5 treatment All above ground timber is to be Durability Class 2, H3 treatment PARK INFRASTRUCTURE PARK SHELTER Shelter to be

details. Outfall to engineer's details.

SURFACES EXPOSED AGGREGATE Exposed aggregate 25mPa concrete (select Boral colours) laid 100mm thick on prepared subgrade with F72 mesh and 30mm cover. Sawn joints at 2m centres, expansion joints at 12m centres. Finish top of concrete flush with adjacent surfaces. Maximum crossfall 1:50 CONCRETE BIKEWAY & SHELTER/SEAT SLABS Broom finished 25mPa concrete laid 100mm thick on stable prepared subgrade with F72 mesh and 30mm cover to meet levels shown. Tooled joints at 2m centres, expansion joints at 12m centres. Finish top of concrete flush with adjacent surfaces. Maximum crossfall 1:50 SOFTFALL Minimum 300mm depth of softfall where indicated. Recommended material shredded recycled rubber, free of all contaminants and debris. WETPOUR Wet pour rubber softfall in select colours installed where shown by experienced contractor. Lay over existing bitumen 100 thick roadbase subgrade, with alls to drainage as specified. All works to comply with relevant Australian Standards and manufacturer's specifications. SAND (SANDPIT) Sand to be white washed Stradbroke Island beach sand free of any contaminants. Minimum depth 500mm with geotextile base.

GRAVEL TO SWALES Gravel to be 50-100 river gravel spalls laid 75 deep where noted. Provide riprap to stormwater headwalls size 200-300 diameter. Details of concrete embedded riprap to engineer's details.

MULCHED AREAS Mulch to be site mulch or equal to comply with AS 4454. Mulch depth 100mm. Finish mulch flush with adjoining surfaces. Keep mulch back from plant stems

TURFING Minimum quality shall be "B" grade green or blue couch laid in locations shown. Before laying turf, apply Dynamic LIfter or similar slow release fertiliser evenly over the entire surface to be turfed. Lay turf, close butted, parallel to contours on evenly prepared fertilised topsoil. Fall turf at minimum grade of 1:50 away from buildings or as noted on the drawings. Finish turf flush with adjoining surfaces Roll turf after laying, water in well and top dress as necessary.

GRASS SEEDING Apply grass seed mix where specified. Mix to comprise: green or blue couch seed, rye or millet preemergent, cellulose fibre slurry mulch, fertiliser and indicator dye. Water in well after application.

NOTE: ALL DISTURBED AREAS OF THE SITE ARE TO BE REHABILITATED WITH TURF, GRASS SEEDING OR TUBESTOCK PLANTING AS DETAILED.

CONCRETE EDGE Install charcoal concrete edge 125mm wide 100mm deep on stabl compacted basecourse. Concrete shall be 20mPa cured to maximise strength. Provide tooled joints at 2m centres and expansion joints at 12m centres. Top of edging to finish flush with adjacent surfaces TIMBER EDGE Provide 100x38 CCA treated pine edge where specified. Fix securely with HW pegs at 2m centres, or at acute changes of direction. Pegs to be driven minimum300mm int natural ground or fill to 90% mod. Top of edging pegs to finish flush with adjacent surfaces.

PLANTING TREES IN TURF Space individual trees minimum 4m apart for ease of mowing maintenance. Provide 200mm length of split black flex PVC pipe to base of tree Provide Organimat collar (600dia) at base of tree. Plant in accordance with specification & details. Provide plastic protective netting around young trees.

PREPARATION FOR PLANTING Cultivate all planting and grass areas to a minimum depth of 250mm prior to backfilling with topsoils as noted. Topsoils may comprise complying imported or site soil. Supply place 200mm (min) of good quality, weed free organic oam pH 6-7, to all planting areas Supply place 75mm (min) of weed free sandy loam pH 6-7, to al grass areas. soils are substantially clay, apply gypsum at manufacturer's recommended rate. All planting areas must have adequate subsurface drainage to prevent waterlogging. All 25ltr stock or above to have minimum 300mm depth of imported soil under rootball. Plant hole to be minimum rootball width

PLANTING Plants shall be container grown, well formed, sun hardened pest and disease free nursery stock, true to species, nominated size or cultivar required. Root balls shall fill the container without binding and the plant shall be showing active, healthy growth. Plant in accordance with planting detail. Stake required. Mulch all planting areas as specified.

MULCHED EDGING TO PLANTING AREAS Maintain weed-free mulched edge 500mm wide between all planting grass areas with Roundup or equal FERTILISING Apply suitable slow release native plant fertiliser to all plants as per manufacturer's recommendations.

ESTABLISHMENT & MAINTENANCE

MAINTENANCE PERIOD

The on-maintenance period is to be 12months from Practical Completion, including 12week planting establishment period, during which, the following shall be undertaken: All planting & turf areas watered sufficiently for satisfactory establishment All dead/dying plants and/or turf are to be replaced with species and sizes consistent with the Schedule. Grass seed is to be maintained until 80% cover is achieved. Reapply if required.

Tree stakes and ties are to be adjusted and replaced as necessary All emergent weeds shall be removed from planting gravel area minimum mulch depth of 100mm shall be maintained All turf areas to be fertilised four weeks after laying. Fertiliser to be Growforce granular type 303 or equal, broadcast evenly and applied at the manufacturer's recommended rates. Any sinkage areas are to be rectified to design levels. BuCC to inspect the works at practical completion to confirm the beginning of the on-maintenance period.

WATER RESTRICTIONS All watering establishment to be in accordance with Council water restriction requirements current at time of works being undertaken. Contractor is to discuss implications of water restriction requirements with client prior to finalising contract.

GENERAL NOTES: Landscape Architect is to check the setout of all works prior construction

MULCHED AREAS Mulch to be site mulch or equal to comply with AS 4454. Mulch depth 100mm. Finish mulch flush with adjoining surfaces. Keep mulch back from plant stems Top of edging & pegs to finish flush with adjacent surfaces.

PLANTING TREES IN TURF Space individual trees minimum 4m apart for ease of mowing maintenance. Provide 200mm length of split black flex PVC pipe to base of tree Provide Organimat collar (600dia) at base of tree. Plant in accordance with specification & details. Provide plastic protective netting around young trees.

PREPARATION FOR PLANTING Cultivate all planting and grass areas to minimum depth of 250mm prior to backfilling with topsoils as noted. Topsoils may comprise complying imported or site soil. Supply & place 200mm (min) of good quality, weed free organic oam pH 6-7, to all planting areas Supply & place 75mm (min) of weed free sandy loam pH 6-7, to al grass areas.

If soils are substantially clay, apply gypsum at manufacturer's recommended rate. All planting areas must have adequate subsurface drainage to prevent waterlogging. All 25ltr stock or above to have minimum 300mm depth of importe soil under rootball. Plant hole to be minimum 2 x rootball width PLANTING Plants shall be container grown, well formed, sun hardened pest and disease free nursery stock, true to species, nominated size or cultivar required. Root balls shall fill the container without binding and the plant shall be showing active, healthy growth. Plant in accordance with planting detail. Stake if required. Mulch all planting areas as specified.

MULCHED EDGING TO PLANTING AREAS Maintain weed-free mulched edge 500mm wide between all planting & grass areas with Roundup or equal FERTILISING Apply suitable slow release native plant fertiliser to all plants as per manufacturer's recommendations.

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

REV DATE DESCRIPTION DRN CKD PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT: SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
38 38 mm HW STAKE IF SPECIFIED SLOW RELEASE FERTILISER AS SPECIFIED MIX IMPORTED SOIL WITH CULTIVATED INSITU SOILS DIG HOLE TWICE THE WIDTH AND DEPTH OF ROOT BALL KEEP MULCH BACK FROM PLANT STEM CULTIVATE ADDITIONAL 150 mm NOT TO SCALE TREE PLANTING DETAIL FIGURE '8' HESHIAN TIE TREE (AS SPECIFIED) OUTLINE SPECIFICATION FOR LANDSCAPE WORKS PRELIMINARIES & PREPARATION EROSION CONTROL Erect suitable control mechanisms before construction to preven deposition of soils and eroded materials into watercourses or piped stormwater systems from work areas associated stockpiles TREES TO BE RETAINED All native vegetation within the riparian buffer zone & outside the civil earthworks envelope is to be retained. Other trees to be retained as noted. No cutting, filling, compaction or storage of deleterious materials within the dripline of trees to be retained. TREES TO BE REMOVED All trees within the civil earthworks envelope are to be remove unless otherwise noted. Native trees are to be chipped & mulched for reuse on site. Weed species are not to be mulched. All weeds are to be remove from the site in accordance with Council guidelines. Stump grind removed trees to 300mm below surface where surface levels remain the same. CONSTRUCTION
Landmark Tilligerry skillion roofed shelter on 5mx5m concrete slab as specified. All installation to manufacturer's recommendations. Install 1x Landmark Tanunda K010 2.1m table setting (LOSP pine) under shelter's roofed area. Paint with coats external acrylic paint in select colour. BRIDGES Bridges where specified are Landmark Condamine prefabricated bridge (4m long) with powdercoated steel handrails & balustrading. Details to be confirmed. Bridge abutments to be concrete to engineer's details. Face with local stone 40mm thick. Colours to future detail. PARK SEATING Benches to be Landmark K002 Tamworth LOSP pine on 2400x2000 concrete slab as specified. PLAY AREA Equipment to be Playspace CV30556(senior playground) or similar Softfall extent, depth & safety zone extents are to comply with manufacturer's recommendations, relevant Australian Standards and local authority guidelines. Softfall material as specified. Subgrade of play area to fall to 90mm dia PVC slotted pipe in 20mm aggregate of min cover 200mm. Connect drainage to sw system with 1:50 min fall. Edging to play area is rectangular local stone of minimum size 500x500x400. Refer detail. Top of edging stone to finish flush with adjacent turf or planting.
& DRINKING FOUNTAIN Hosecocks on timber upstands to be installed within park. Taps to be vandal proof. Confirm locations shown with BuCC prior to installation. Provide field inlet at base of hosecock. Connect to gravel swales. Confirm drinking fountain location with BuCC prior to installation. Drinking fountain to be select powdercoated equal access fountain. Connect waste to gravel swale via subsurface UPVC pipe to engineer's
HOSECOCKS
PROPOSAL SITE & LANDSCAPE PLAN NOTES AND INFORMATION NO SCALE PAUL CALLGHAN 04 N

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

1:500 JAKE RODGER

N

DATE DESCRIPTION DRN CKD
REV
PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT: SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
BOUTIQUE STADIUM INTERIOR FLOOR PLAN 05

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

DRAWING INFORMATION:

1:500 JAKE N

RODGER

REV DATE DESCRIPTION DRN CKD
PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
PROPOSED: KEY PLAN:
CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB
SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
PROJECT DESIGNER: JAKE RODGER PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN
PROJECT:
DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020
ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS BOUTIQUE STADIUM GRANDSTAND FLOOR PLAN 06

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

KEY PLAN:

DATE DESCRIPTION DRN CKD
REV
PROPOSED:
PROFESSOR
& ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
PROJECT DESIGNER: JAKE RODGER
SOUTHPORT
MULTI-PURPOSE
LEISURE
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT:
SHARKS BOUTIQUE STADIUM,
SPORTING ARENA AND
PRECINCT
DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020
BOUTIQUE
1:200 JAKE RODGER 07 N REFER TO DETAIL PLAN 2 ON PG 10 REFER TO DETAIL PLAN ON PG 0 REFER TO DETAIL PLAN 1 ON PG 09
STADIUM INTERIOR LARGER FLOOR PLAN 1

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

REFER

PROJECT

DRAWING INFORMATION:

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

1:200 JAKE

DATE DESCRIPTION DRN CKD
REV
PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
SOUTHPORT
MULTI-PURPOSE
LEISURE
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT:
SHARKS BOUTIQUE STADIUM,
SPORTING ARENA AND
PRECINCT
RODGER 08 N
ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS BOUTIQUE STADIUM INTERIOR LARGER FLOOR PLAN 2 TO DETAIL PLAN ON PG 11

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

DATE DESCRIPTION DRN CKD
PROFESSOR & ADVISORS: PROF.
SKATES ZHONGHOU GOU ZAHRA
REV
PROPOSED: KEY PLAN:
HENRY
HAMEDANI
SOUTHPORT SHARKS FOOTBALL CLUB
SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
PROJECT DESIGNER: JAKE RODGER PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT:
PROJECT:
DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020
09
REFER TO DETAIL PLAN ON PG 12
BOUTIQUE STADIUM INTERIOR LARGER FLOOR PLAN 3 1:200 JAKE RODGER
N

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

KEY PLAN:

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

1:200 JAKE RODGER

N

DATE DESCRIPTION DRN CKD
REV
PROPOSED:
PROFESSOR
ADVISORS:
&
PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
PROJECT DESIGNER: JAKE RODGER
SOUTHPORT
MULTI-PURPOSE
LEISURE
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT:
SHARKS BOUTIQUE STADIUM,
SPORTING ARENA AND
PRECINCT
ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS BOUTIQUE STADIUM INTERIOR LARGER FLOOR PLAN 4 10

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

DRAWING INFORMATION:

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

DATE DESCRIPTION DRN CKD
REV
PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
PROJECT DESIGNER: JAKE RODGER
SOUTHPORT
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT:
SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
RODGER 11 N REFER TO DETAIL PLAN 2 ON PG 10 REFER TO DETAIL PLAN 1 ON PG
BOUTIQUE STADIUM INTERIOR LARGER FLOOR PLAN 5 1:200 JAKE

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

PROJECT

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

REV DATE DESCRIPTION DRN CKD PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT: SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
BOUTIQUE STADIUM TICKET BOOTH DETAILED FLOOR PLAN 1 1:100 12 REFER TO DETAIL D01 ON PG 23 REFER TO DETAIL D26 ON PG 32 REFER TO DETAIL D29 ON PG 32
JAKE RODGER JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

DATE DESCRIPTION DRN CKD
REV
PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT: SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
BOUTIQUE STADIUM PUBLIC BATHROOM DETAILED FLOOR PLAN 2 1:100 13 REFER TO DETAIL D41 ON PG 36 REFER TO DETAIL D39 ON PG 35 REFER TO DETAIL D48 ON PG 38 REFER TO DETAIL D38 ON PG 35
JAKE RODGER JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

PROJECT

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

REV DATE DESCRIPTION DRN CKD PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT: SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
BOUTIQUE STADIUM FOOD KIOSK DETAILED FLOOR PLAN 3 1:100 14 REFER TO DETAIL D29 ON PG 33 REFER TO DETAIL D28 ON PG 33 REFER TO DETAIL D26 ON PG 32
JAKE RODGER JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

DATE DESCRIPTION DRN CKD
REV
PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT: SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
BOUTIQUE STADIUM PLAYER SHED DETAILED FLOOR PLAN 4 1:100 15 REFER TO DETAIL D38 ON PG 35 REFER TO DETAIL D41 ON PG 36 REFER TO DETAIL D29 ON PG 33 REFER TO DETAIL D28 ON PG 33
JAKE RODGER JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN

E1: BOUTIQUE STADIUM WESTERN ELEVATION SCALE 1:300

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

E2: BOUTIQUE STADIUM EASTERN ELEVATION SCALE 1:300

FIXTURES AND CONNECTION

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

1:300 JAKE RODGER

DATE DESCRIPTION DRN CKD
REV
PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
SOUTHPORT
MULTI-PURPOSE
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT:
SHARKS BOUTIQUE STADIUM,
SPORTING ARENA AND LEISURE PRECINCT
ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS BOUTIQUE STADIUM EAST AND WEST ELEVATIONS 16

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

DATE DESCRIPTION DRN CKD
REV
PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT: SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
BOUTIQUE STADIUM DETAILED SECTION 1 1:100 17 REFER TO DETAIL D03 ON PG 23 REFER TO DETAIL D07 ON PG 25 REFER TO DETAIL D09 TO D13 ON PGS 26-28 REFER TO DETAIL D33 ON PG 34 REFER TO DETAIL D34 ON PG 34 REFER TO DETAIL D21 ON PG 31 REFER TO DETAIL D22 ON PG 31
REFER TO DETAIL D49 ON PG 40 REFER TO DETAIL D50 ON PG 40
JAKE RODGER JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

DATE
REV
DESCRIPTION DRN CKD PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT: SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
BOUTIQUE STADIUM DETAILED SECTION 2 1:100 18 REFER TO DETAIL D21 ON PG 31 REFER TO DETAIL D22 ON PG 31 REFER TO DETAIL D23 ON PG 31 REFER TO DETAIL D33 ON PG 34 REFER TO DETAIL D34 ON PG 34 REFER TO DETAIL D03 ON PG 23 REFER TO DETAIL D07 ON PG 25 REFER TO DETAIL D14-D19 ON PGS 29-30
REFER TO DETAIL D50 ON PG 40 REFER TO DETAIL D49 ON PG 40
JAKE RODGER JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

DATE DESCRIPTION
REV
DRN CKD PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT: SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
BOUTIQUE STADIUM DETAILED SECTION 3 1:100 19 REFER TO DETAIL D21 ON PG 31 REFER TO DETAIL D22 ON PG 31 REFER TO DETAIL D23 ON PG 31 REFER TO DETAIL D34 ON PG 34 REFER TO DETAIL D07 ON PG 25 REFER TO DETAIL D33 ON PG 34 REFER TO DETAIL D27 ON PG 33 REFER TO DETAIL D27 ON PG 33 REFER TO DETAIL D08 ON PG 25
JAKE RODGER JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI
REFER TO DETAIL D50 ON PG 40 REFER TO DETAIL D49 ON PG 40 REFER TO DETAIL D51 ON PG 41
MEHNAZ CHOWDHURY PAUL CALLAGHAN

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

DATE DESCRIPTION
REV
DRN CKD PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT: SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
BOUTIQUE STADIUM DETAILED SECTION 4 1:100 20 REFER TO DETAIL D21 ON PG 31 REFER TO DETAIL D22 ON PG 31 REFER TO DETAIL D23 ON PG 31 REFER TO DETAIL D25 ON PG 32 REFER TO DETAIL D08 ON PG 25 REFER TO DETAIL D05 ON PG 34 REFER TO DETAIL D34 ON PG 34 REFER TO DETAIL D07 ON PG 25 REFER TO DETAIL D03 ON PG 23 REFER TO DETAIL D04 ON PG 23
JAKE RODGER JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY
REFER TO DETAIL D51 ON PG 41 REFER TO DETAIL D49 ON PG 40 REFER TO DETAIL D50 ON PG 40
PAUL CALLAGHAN

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

DATE DESCRIPTION
REV
DRN CKD PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT: SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
BOUTIQUE STADIUM DETAILED SECTION 5 1:100 21 REFER TO DETAIL D08 ON PG 25 REFER TO DETAIL D22 ON PG 31 REFER TO DETAIL D23 ON PG 31 REFER TO DETAIL D34 ON PG 34 REFER TO DETAIL D21 ON PG 31 REFER TO DETAIL D33 ON PG 34 REFER TO DETAIL D07 ON PG 25 REFER TO DETAIL D03 ON PG 23 REFER TO DETAIL D39 ON PG 36 REFER TO DETAIL D36 ON PG 35
JAKE RODGER JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI
REFER TO DETAIL D51 ON PG 41 REFER TO DETAIL D50 ON PG 40 REFER TO DETAIL D50 ON PG 40
MEHNAZ CHOWDHURY PAUL CALLAGHAN

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

DATE
REV
DESCRIPTION DRN CKD PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT: SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
BOUTIQUE STADIUM DETAILED SECTION 6 1:100 22 REFER TO DETAIL D22 ON PG 31 REFER TO DETAIL D23 ON PG 31 REFER TO DETAIL D21 ON PG 31 REFER TO DETAIL D08 ON PG 25 REFER TO DETAIL D25 ON PG 32 REFER TO DETAIL D07 ON PG 25 REFER TO DETAIL D03 ON PG 23 REFER TO DETAIL D34 ON PG 34 REFER TO DETAIL D35 ON PG 34 REFER TO DETAIL D33 ON PG 34
JAKE RODGER JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI
REFER TO DETAIL D50 ON PG 40 REFER TO DETAIL D51 ON PG 41 REFER TO DETAIL D49 ON PG 40
MEHNAZ CHOWDHURY PAUL CALLAGHAN

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS DETAILS AS NOTED 1:10 OR AS NOTED MEHNAZ CHOWDHURY MAISURE IBRAHIM YONG JAKE RODGER

PROJECT

DATE DESCRIPTION DRN CKD
REV
PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
SOUTHPORT
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT:
SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020
23
D01: EXTERIOR WALL PLAN VIEW SCALE 1:10 D02: INTERIOR WALL PLAN VIEW SCALE 1:10 D04: EXTERIOR WALL TO SLAB SECTION VIEW SCALE 1:10 D03: EXTERIOR WALL TO SLAB SECTION VIEW SCALE 1:10

NOTE: SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

DATE DESCRIPTION DRN CKD
REV
PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
SOUTHPORT
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT:
SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
24 D05: INTERIOR WALL TO GRANDSTAND SECTION VIEW SCALE 1:10 D06: EXTERIOR WALL TO GRANDSTAND SECTION VIEW SCALE 1:10
DETAILS AS NOTED 1:10 OR AS NOTED MEHNAZ CHOWDHURY JAKE RODGER

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

DATE DESCRIPTION DRN CKD
REV
PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT: SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
DETAILS
RODGER 25 D07: EXTERIOR WALL TO GRANDSTAND SECTION VIEW SCALE 1:10 D08: EXTERIOR WALL TO GRANDSTAND LVL 2 SECTION VIEW SCALE 1:10
AS NOTED 1:10 OR AS NOTED MEHNAZ CHOWDHURY JAKE

NOTE: SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS DETAILS AS NOTED 1:10 OR AS NOTED MAISUIRE IBRAHIM YONG JAKE RODGER

PROJECT

PROJECT

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

DATE
REV
DESCRIPTION DRN CKD PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT: SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
26
D09: EXTERIOR WALL TO STAIRCASE SECTION VIEW SCALE 1:10 D09: INTERIOR WALL TO STAIRCASE SECTION VIEW SCALE 1:10

NOTE: SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

D10: STAIRCASE SYSTEM DETAIL SECTION VIEW SCALE 1:10

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

DRAWING INFORMATION:

PROJECT

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS DETAILS AS NOTED 1:10 OR AS NOTED MAISUIRE IBRAHIM YONG JAKE RODGER 27

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

KEY PLAN:

DATE DESCRIPTION DRN CKD
REV
PROPOSED:
PROFESSOR
ADVISORS:
&
PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
SOUTHPORT
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT:
SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
D11: STAIRCASE HANDRAIL CONNECTION DETAIL SECTION VIEW SCALE 1:10 D12: STAIRCASE HANDRAIL CONNECTION DETAIL PLAN VIEW SCALE 1:10

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

DATE DESCRIPTION
REV
DRN CKD PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT: SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
DETAILS AS NOTED 1:10 OR AS NOTED MAISUIRE IBRAHIM YONG JAKE RODGER 28 D13: STAIRCASE SYSTEM DETAIL PLAN VIEW SCALE 1:10

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

REV DATE DESCRIPTION DRN CKD
PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
PROPOSED: KEY PLAN:
CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB
SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
PROJECT DESIGNER: JAKE RODGER PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN
PROJECT:
DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020
DETAILS AS NOTED 1:10 OR AS NOTED PAUL CALLAGHAN JAKE RODGER 29 D15: ELEVATOR SYSTEM DETAIL PLAN VIEW SCALE 1:20 D14: ELEVATOR SYSTEM DETAIL SECTION VIEW SCALE 1:20

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

DATE DESCRIPTION
REV
DRN CKD PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT: SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
DETAILS AS NOTED
OR AS NOTED PAUL CALLAGHAN JAKE RODGER 30 D16: ELEVATOR SYSTEM DETAIL 1 SECTION VIEW SCALE
D17: ELEVATOR SYSTEM DETAIL 2 SECTION VIEW SCALE
D18: ELEVATOR SYSTEM DETAIL 3 SECTION VIEW SCALE 1:10 D19: ELEVATOR SYSTEM DETAIL 4 SECTION VIEW SCALE 1:10
1:10
1:10
1:10

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

DATE DESCRIPTION DRN CKD
REV
PROPOSED:
ADVISORS:
KEY PLAN: PROFESSOR &
PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
SOUTHPORT
MULTI-PURPOSE
LEISURE
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT:
SHARKS BOUTIQUE STADIUM,
SPORTING ARENA AND
PRECINCT
DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020
31
DETAILS AS NOTED 1:10 OR AS NOTED MEET SURESHBAI TEJANI JAKE RODGER
D20: ROOF SYSTEM TO SLAB WITH FIN SECTION VIEW SCALE 1:10 D21: ROOF SYSTEM TO SLAB WITHOUT FIN SECTION VIEW SCALE 1:10 D22: ROOF SYSTEM DETAIL SECTION VIEW SCALE 1:10 D23: ROOF SYSTEM TO WALL CONNECTION SECTION VIEW SCALE 1:10

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

D24: BI-FOLD DOOR SYSTEM DETAIL SECTION VIEW SCALE 1:10

D25: BI-FOLD WINDOW SYSTEM & SERVICE COUNTER DETAIL SECTION SCALE 1:10

D26: BI-FOLD DOOR / WINDOW SYSTEM PLAN VIEW SCALE 1:10

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS DETAILS AS NOTED 1:10 OR AS NOTED JAKE RODGER 32

DATE DESCRIPTION DRN CKD
REV
PROPOSED:
ADVISORS:
KEY PLAN: PROFESSOR &
PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
CLUB
SOUTHPORT
MULTI-PURPOSE
LEISURE
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL
PROJECT:
SHARKS BOUTIQUE STADIUM,
SPORTING ARENA AND
PRECINCT
DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

DATE DESCRIPTION DRN CKD
PROFESSOR
ADVISORS: PROF.
REV
PROPOSED: KEY PLAN:
&
HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
PROJECT DESIGNER: JAKE RODGER
CLUB
SOUTHPORT SHARKS BOUTIQUE
MULTI-PURPOSE
LEISURE
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL
PROJECT:
STADIUM,
SPORTING ARENA AND
PRECINCT
DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020
DETAILS AS NOTED 1:10 OR AS NOTED JAKE RODGER 33 D27: HINGED ALUMINIUM DOOR SYSTEM DETAIL SECTION VIEW SCALE
HINGED GLASS DOOR SYSTEM DETAIL SECTION VIEW SCALE
HINGED ALUMINIUM DOUBLE DOOR SYSTEM DETAIL PLAN VIEW
DOOR
D32: HINGED GLASS
DOOR SYSTEM DETAIL PLAN VIEW
D31: HINGED GLASS
DOOR SYSTEM DETAIL PLAN VIEW
1:10 D30:
1:10 D29:
SCALE 1:10 D28: HINGED ALUMINIUM SINGLE
SYSTEM DETAIL PLAN VIEW SCALE 1:10
DOUBLE
SCALE 1:10
SINGLE
SCALE 1:10

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

D33: STADIUM SEATING FIXING DETAIL SECTION VIEW SCALE 1:10

D34: STADIUM FIELD FENCE FIXING DETAIL SECTION VIEW SCALE 1:10 D35: STADIUM SPECTATOR PLASMA FIXING DETAIL SECTION VIEW SCALE 1:10

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS DETAILS AS NOTED 1:10 OR AS NOTED

PROJECT

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

DATE
REV
DESCRIPTION DRN CKD PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT: SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
34
SURESHBAI TEJANI MEHNAZ CHOWDHURY JAKE RODGER
MEET

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

D38: BATHROOM BASIN CONNECTION DETAIL PLAN VIEW SCALE 1:5

D39: BATHROOM URINAL CONNECTION DETAIL PLAN VIEW SCALE 1:5

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS DETAILS AS NOTED 1:10 OR AS NOTED JAMES MULLER JAKE RODGER

DATE DESCRIPTION DRN CKD
PROFESSOR
ADVISORS:
REV
PROPOSED: KEY PLAN:
&
PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
PROJECT DESIGNER: JAKE RODGER
SOUTHPORT
MULTI-PURPOSE
LEISURE
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT:
SHARKS BOUTIQUE STADIUM,
SPORTING ARENA AND
PRECINCT
DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020
35
D36: BATHROOM BASIN CONNECTION DETAIL SECTION VIEW SCALE 1:10 D37: BATHROOM URINAL CONNECTION DETAIL SECTION VIEW SCALE 1:10

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

PROJECT

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

DATE
REV
DESCRIPTION DRN CKD PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT: SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
DETAILS AS NOTED 1:10 OR AS NOTED JAMES MULLER JAKE RODGER 36 D40: BATHROOM TOILT & CLOSET CONNECTION DETAIL SECTION VIEW SCALE 1:10 D41: BATHROOM TOILET CONNECTION DETAIL PLAN VIEW SCALE 1:5

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

DATE DESCRIPTION
REV
DRN CKD PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT: SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
37
TOILT
CONNECTION DETAIL PLAN VIEW
W.C CLOSET TO SLAB CONNECTION DETAL SECTION
DETAILS AS NOTED 1:10 OR AS NOTED JAMES MULLER JAKE RODGER
D42: BATHROOM
& CLOEST
SCALE 1:10 D44:
VIEW SCALE 1:5 D43: W.C CLOSET TO JOINERY CONNECTION DETAL SECTION VIEW SCALE 1:5

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

PROJECT

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

DATE
REV
DESCRIPTION DRN CKD PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT: SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
38
CLOEST CONNECTION DETAIL SECTION VIEW SCALE
D46: CLOSET TO WALL CONNECTION DETAIL SECTION VIEW SCALE
DETAILS AS NOTED 1:10 OR AS NOTED JAMES MULLER JAKE RODGER
D45:
1:10
1:05

NOTE: SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

D47: DETAILED DISABLED BATHROOM PLAN VIEW SCALE 1:10

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

D48: DISABLED BATHROOM SAFETY RAIL DETAIL PLAN VIEW SCALE 1:05

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS DETAILS AS NOTED 1:10 OR AS NOTED JAMES MULLER JAKE RODGER 39

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

DATE DESCRIPTION
REV
DRN CKD PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT: SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

TOP

DRAWING INFORMATION:

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

DATE DESCRIPTION
REV
DRN CKD PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT: SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
DETAIL B7 COLUMN
BLOWUP
TYPE C3 SCALE 1:20 BLOWUP DETAIL B9 SCALE 1:20
AT 150 CTRS WITH N12 TIE BARS AT 300 CTRS INTO TOP AND BOTTOM SLAB CONTINUATION OF GRANDSTAND FIRST LEVEL REO TOP SUPPORT GRANDSTAND FOOTING COLUMN N16 'Z' BARS AT 150 CTRS WITH N12 TIE BARS AT 300 CTRS EARTH UNDERNEATH GRANDSTAND BOTTOM SLAB WATERPROOF MEMBRANE FOOTING BRICK WALL SUPPORT N16-400 VERT + STARTER BARS N12-400 HORZN GRADE BEAM TO TIE GRANDSTAND FOOTING LEVEL BEAM SUPPORT AT GRANDSTAND LEVEL ONE N12-300 CTRS TIE BAR BLOCK WALL N16-400 VERT + STARTER BARS N12-400 HORZN EXTEND AND COG CORNER BARS ONLY EXTEND AND COG CORNER BARS ONLY FOOTING BRICK WALL SUPPORT N16-400 VERT + STARTER BARS N12-400 HORZN BLOCK WALL N16-400 VERT + STARTER BARS N12-400 HORZN EXTERIOR WALL STARTER BARS TO MATCH COLUMN REINFORCEMENT GRADE BEAM TO TIE GRANDSTAND FOOTING LEVEL N12 TIE BARS AT 200 CTRS INTO FOOTING COLUMN AND EXTERIOR WALL PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION DETAILS AS NOTED 1:10 OR AS NOTED MEHNAZ CHOWDHURY 40 D49: COLUMN ONE SECTIONAL VIEW SCALE 1:10 D50: COLUMN TWO SECTIONAL VIEW SCALE 1:10
SUPPORT GRANDSTAND FIRST FLIGHT SLAB LEVEL N16 'Z' BARS

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

DATE
REV
DESCRIPTION DRN CKD PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT: SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
BLOWUP DETAIL B8 COLUMN TYPE C1 SCALE 1:20 GRADE BEAM TO TIE GRANDSTAND FOOTING LEVEL GRANDSTAND LEVEL ZERO SLAB FOOTING BRICK WALL SUPPORT N16-400 VERT + STARTER BARS N12-400 HORZN EXTEND AND COG CORNER BARS ONLY COLUMN STARTER BARS TO MATCH COLUMN REINFORCEMENT CONTINUE MOISTURE BARRIER/ SAND/SCREEDING OVER FOOTING TYPICALLY 5 SET OF R10 LIGS SUPPORTING STARTERS INCREASE AS REQUIRED FOR DOWNPIPE RETICULATION IF REQUIRED FOOTING REINFORCEMENT N16 300 CTRS TIE BAR PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION DETAILS AS NOTED 1:10 OR AS NOTED MEHNAZ CHOWDHURY 41 D51: COLUMN THREE SECTIONAL VIEW SCALE 1:10

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

COLUMN SCHEDULE

DRAWING INFORMATION:

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

DATE DESCRIPTION
CKD
REV
DRN
PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
SOUTHPORT
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT:
SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
TOP OF
FOOTING GRANDSTAND BOTTOM LEVEL
ROOF 40MPa (U.N.O.) Fc. COLUMN MARKS SIZE REO. LIGS C1 SIZE REO. LIGS C2 SIZE REO. LIGS C3 Ø 720 N16 TYPE 1 Ø 670 N16 TYPE 1 Ø 1260 N16 TYPE 1 Ø 670 N16 TYPE 1 Ø 1260 N16 TYPE 1 Ø 1260 N16 TYPE 1 PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION COLUMN SCHEDULE 1:10 OR AS NOTED MEHNAZ CHOWDHURY 42
GRANDSTAND FIRST LEVEL GRANDSTAND TOP LEVEL

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

DRAWING INFORMATION:

PRECINCT BUILDING FLOOR PLAN 1:200 JAKE RODGER

N

KEY PLAN:

DATE DESCRIPTION DRN CKD
REV
PROPOSED:
PROFESSOR
ADVISORS:
&
PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
PROJECT DESIGNER: JAKE RODGER
SOUTHPORT
MULTI-PURPOSE
LEISURE
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT:
SHARKS BOUTIQUE STADIUM,
SPORTING ARENA AND
PRECINCT
DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020
43

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

DATE DESCRIPTION
REV
DRN CKD PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
SOUTHPORT
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT:
SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
1:100
44 REFER TO DETAIL D32 ON PG 33 REFER TO DETAIL D28 ON PG 33 REFER TO DETAIL D35 ON PG 34 REFER TO DETAIL D53 ON PG 51
PRECINCT BUILDING DETAILED FLOOR PLAN 1
JAKE RODGER

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

DATE DESCRIPTION DRN CKD
PROFESSOR
ADVISORS: PROF.
ZHONGHOU
ZAHRA
REV
PROPOSED: KEY PLAN:
&
HENRY SKATES
GOU
HAMEDANI
SOUTHPORT
CLUB
SOUTHPORT
BOUTIQUE
MULTI-PURPOSE
LEISURE
PROJECT DESIGNER: JAKE RODGER PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT:
SHARKS FOOTBALL
PROJECT:
SHARKS
STADIUM,
SPORTING ARENA AND
PRECINCT
DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020
45 REFER TO DETAIL D38 ON PG 35 REFER TO DETAIL D39 ON PG 35 REFER TO DETAIL D41 ON PG 36 REFER TO DETAIL D29 ON PG 33 REFER TO DETAIL D26 ON PG 32
PRECINCT BUILDING DETAILED FLOOR PLAN 3 1:100 JAKE RODGER

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

DATE DESCRIPTION
CKD
REV
DRN
PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
SOUTHPORT
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT:
SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
46 REFER TO DETAIL D32 ON PG 33 REFER TO DETAIL D28 ON PG 33 REFER TO DETAIL D55 ON PG 51 REFER TO DETAIL 36 TO D41 ON PGS 31 TO 36
PRECINCT BUILDING DETAILED FLOOR PLAN 2 1:100 JAKE RODGER

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

E1: PRECINCT BUILDING WESTERN ELEVATION SCALE 1:200

E2: PRECINCT BUILDING EASTERN ELEVATION SCALE 1:200

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

PRECINCT BUILDINGS ELEVATIONS 1 & 2 1:200 JAKE

DATE DESCRIPTION
CKD
REV
DRN
PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT: SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
47
RODGER

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS PRECINCT BUILDINGS

PROJECT

DRAWING INFORMATION:

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

DATE
REV
DESCRIPTION DRN CKD PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT: SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
48 REFER TO DETAIL D58 ON PG 52 REFER TO DETAIL D56 ON PG 52 REFER TO DETAIL D58 ON PG 52 REFER TO DETAILS D52 ON PG 51 AND D58 ON PG 52
DETAIL SECTION 1 1:50 JAKE RODGER

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

DATE DESCRIPTION
REV
DRN CKD PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT: SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
JAKE
49 REFER TO DETAIL D57 ON PG 52 REFER TO DETAIL D56 ON PG 52 REFER TO DETAILS D24 ON PG 32 AND D58 ON PG 52 REFER TO DETAIL D40 ON PG 39 REFER TO DETAIL D39 ON PG 38
PRECINCT BUILDINGS DETAIL SECTION 2 1:50
RODGER

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

DATE DESCRIPTION
REV
DRN CKD PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT: SOUTHPORT SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
50 REFER TO DETAIL D57 ON PG 52 REFER TO DETAIL D53 ON PG 51 REFER TO DETAIL D56-D58 ON PG 52 REFER TO DETAIL D58 ON PG 52 REFER TO DETAIL D27 ON PG 33
PRECINCT BUILDINGS DETAIL SECTION 3 1:50 JAKE RODGER

D52: CAPRAL ALUMINIUM

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

PROJECT

DATE DESCRIPTION DRN CKD
REV
PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
SOUTHPORT
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT:
SHARKS BOUTIQUE STADIUM, MULTI-PURPOSE SPORTING ARENA AND LEISURE PRECINCT
DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020
51
DETAILS AS NOTED 1:10 OR AS NOTED JAKE RODGER
FRAMED CURTAIN WALL SECTION VIEW SCALE 1:10 D53: CAPRAL ALUMINIUM FRAMED CURTAIN WALL PLAN VIEW SCALE 1:10 D55: CAPRAL ALUMINIUM FRAMED SLIDING WINDOW PLAN VIEW SCALE 1:10 D54: CAPRAL ALUMINIUM FRAMED SLIDING WINDOW SECTION VIEW SCALE 1:10

D56: EXTERIOR WALL SYSTEM TO GREEN ROOF CONNECTION SECTION VIEW SCALE 1:05

D57: INTERIOR WALL SYSTEM TO GREEN ROOF CONNECTION SECTION VIEW SCALE 1:05

D58: EXTERIOR WALL SYSTEM TO GREEN ROOF ROOF SLAB CONNECTION SECTION VIEW SCALE 1:05

NOTE:

SLABS AND FOOTINGS

ALL SLABS CAST-IN-SITU CONCRETE AND ARE 300MM DEEP WITH 225M ADDITIONAL FOOTING DEPTHS RESULTING IN A TOTAL FOOTING DEPTH OF 525MM AND REINFORCED WITH REO N16 AT 300 CTRS AND N12 TIE BARS AT 300 CTRS WITH 3-L12TM REINFORCING THE BASE OF ALL FOOTINGS.

ALL SLAB AND FOOTINGS ARE AS LISTED OR TO ENGINEERS SPECIFICATIONS.

WALLS

ALL EXTERIOR OR LARGER WALLS ARE 230MM AND SMALLER INTERIOR WALLS 115MM STEEL REINFORCED SYSTEMS WITH A MINIMUM OF 90/90/90 FIREPROOF RATING. ALL COL UMNS WITH THE 230MM WALLS ARE STAIN LESS STEEL ‘H’ OR ‘U’ COLUMNS OF 230MM X 150MM AND RUN AT 2000MM CTRS OR TO ADJUSTED WHERE REQUIRED AT CORNERS OR TO ENGINEERS SPECIFICATION.

ALL WALL SYSTEM CLADDING, EXTERNAL FIXTURES AND STEELFRAMING ARE FIXED AND CONSTRUCTED TO MANUFACTURERS STANDARDS.

FIXTURES AND CONNECTION

DRAWING INFORMATION:

NOTES:

VERIFY ALL DIMENSIONS AND CHECK ALL LEVELS ON SITE BEFORE COMMENCEMENT OF WORK. DO NOT SCALE FROM DRAWINGS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF SOUTHPORT SHARKS PTY LTD AND SHALL NOT BE REPRODUCDED NOR COPIED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION VIA THE SOUTHPORT SHARKS, ARCHITECTURAL CORRESPONDANT OR GRIFFITH UNIVERSITY.

AMENDMENTS:

ALL EXTERNAL, INTERNAL OR ADDITIONAL FIXTURES ARE CONNECTED, CONSTRUCTED AND FIXED VIA RECOMMENDED MANUFACTURER STANDARDS DETAILS AS NOTED 1:05 OR NOTED JAKE RODGER

PROJECT

DRAWING TITLE: SCALE: DRAWN BY: DISCIPLINE: DATE: PAGE NO: DOCUMENTATION STRUCTURAL PLAN 05/06/2020

DATE DESCRIPTION DRN CKD
REV
PROPOSED:
KEY PLAN: PROFESSOR & ADVISORS: PROF. HENRY SKATES ZHONGHOU GOU ZAHRA HAMEDANI
DESIGNER: JAKE RODGER
SOUTHPORT
MULTI-PURPOSE
PROJECT DRAWING TEAM: JAMES MULLER MAISURE IBRAHIM YONG MEET SURESHBAI TEJANI MEHNAZ CHOWDHURY PAUL CALLAGHAN CLIENT: SOUTHPORT SHARKS FOOTBALL CLUB PROJECT:
SHARKS BOUTIQUE STADIUM,
SPORTING ARENA AND LEISURE PRECINCT
52

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