Rosie zhou folio by Liaoyu Zhou

ROSIE

LIAOYU ZHOU

ARCHITECTURE PORTFOLIO SELECTED WORKS FROM 2017 - 2021

Professional + Academic

THE UNIVERSITY OF MELBOURNE

Education

Work

About Me

University of Melbourne, Melbourne

Priestman Architects, China work as architect assistant.

I am passionate about small scale architecture and would love to get exposure to a great variety of different architecture categories. I enjoy delicate detailing and collision of colours, material and people. Would love to work in a friendly team, learn from each other and at the same time work my way through getting register as an architect.

Master of Architecture 2019 - 2020

University of Melbourne, Melbourne Bachelor of Environments (Architecture) 2015 - 2018

AA Visiting School, Miami Sonic Structure Intense Course 2018

Trinity College, Melbourne Foundation Study 2014 - 2015

Chongqing Nankai Secondary School, China 2011 - 2014

Dec 2018 - March 2019 A British firm speaking both Chinese and English. Involved Projects: Park, Square, Commercial, Hospital, Tourist Center & Hotel

Renoco Homes, Melbourne work as draftsperson. Feb 2021 - Current - Produce Town Planning drawings and Construction drawings - Communicate with council and other consultants - Produce render images - Assist in site visits - Record client meeting Involved Projects: Multiresidential, House Development, Unit Development and Shop and Home Renovation.

Exhibitions

Software

Competition

2020 MSDX Online

Revit Archicad Rhino Photoshop Indesign Illustrator AutoCAD Vray Enscape

A House For, Opengap

Award

Languages

Melbourne Global Scholars Awards 2018

Mandarin (native)

Thesis Nightingale Residential Project

2020 MSD Online Sustainable Student lodge design (group work)

ROSIE Liaoyu Zhou Phone 0451020207 Email Rosiezhouwork@hotmail.com Address Box Hill, Australia

2020 Virtual Exhibition in Vienna Secession Building

2018

SuperStudio "Lost and Found", Australia Institute of Architects 2017

Curation about Hugo Stossel

2019 MSDX Exhibition TO KYOTO - Temperature Chamber

2019 MSDX Exhibition Bathhouse in Flemington

2018 Miami Sonic Structure Wearable Precusion Instrument (group work)

English (fluent)

CONTENT MASTER STUDIO WORKS INDIVIDUAL WORKS

2019 - 2020 4 - 15

WORKING PROJECTS

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APARTMENT 4-7

HOUSE 8 - 11

ACTIVISM SHOP 12 - 15

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INDIVIDUAL + GROUP WORKS

2018 - 2021 16 - 23

MULTI RESIDENTIAL 16 - 17

OFFICE RENOVATION 18 - 19

TWO UNITS 20

TOURIST CENTER 22

SQUARE 23

CONSTRUCTION INDIVIDUAL + GROUP WORKS

2016 - 2020 24 - 25

HIGH-RISE 24

COMMERCIAL STRUCTURE 25 3

01 STUDIO THESIS SEM 2, 2020 INDIVIDUAL WORK TUTOR: ALI GALBRAITH & JEREMY MCLEOD. 31 IZETT STREET, PRAHRAN

N i g h t i n g a l e Companionship is looking at the suffering of isolation for new migrants and the senior Australian. It is building up a community with diversity, in which migrants and the senior group live close and support each other in daily life. N i g h t i n g a l e Companionship uses a cooperative model to support residents and determined to It will provide communal spaces for unplanned interaction and crosssupport activities to happen. It will also address cultural diversity in the built environment to allow new migrants recognizing their identities and allow the senior to understand their neighbor better.

NIGHTINGALE COMPANIONSHIP - Apartment for the Senior and New Migrants

Companionship

Cooperative Model Money Knowledge in Australia Time English Proficiency

Less physically active

Companionship

The Senior

Community involvement

Active and Vibrant Cultural diversity Physically active

Money Network in Australia New Migrates

English Proficiency

Knowledge Exchange Sharing life together

Community involvement

2nd Floor Plan (Typical plan) MASSING Gr

att

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CENTRAL COURT + VOIDS Gr

att

Playground

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rde

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Playground

COMMUNITY NOOKS

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Playground

FACADE ACTIVATION

Ize tt S Pra t h sq ua ran re pu bli c

Playground

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1:100

YUKI

a 28 year old Chinese new migrant, ZKR LV D ÀUVW KRPH EX\HU

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1BD PLAN Unit Price $ 7425/m2

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Sophie closes windows' timber screens

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Open Up Window Screens

Reading Nook for 1 person

Enjoy Afternoon Time with Neighbour

2 ppls' Conversation Nook

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Red House - Life in Fragments. A study of Carlo Scarpa

STUDIO E SEM 1, 2020 INDIVIDUAL WORK

TUTOR: DES SMITH & ANDREW HUTSON. 28 GEORGE STREET, CLIFTON HILL.

This studio has a real client Red Symons, who has a career in music, television and radio. This project aims to study after Carlo Scarpa and create isolated retreat within an urban setting for Red. There is a strict entry sequence following a grid. Every time you walk into a space with new meanings, there are always turning angles, pavement and height changes. A life with a central living is designed and all other functions are clustered in fragments and connected together. There is no definite separation for most of rooms except the bedroom, which is designed as an island for Red to experience a totally removal from the outside world.

Open Living Room

West Elevation

Front Facade

Carlo Scarpa Plan

East Elevation

AXO VIEW

Entrance

Exhibiting Shelf

PLAN Columns for central space 0 0.5 1 Kitchen

Mass wall as structure

Entry to Living Room

Section Cutting Through Bedroom, Living & Entry

View towards Study Nook

Entry to Isolated Bedroom

Calm and Meditational Bedroom

TEMPERATURE CHAMBER - Laboratory of Sustainable Fishing Activism

TO KYOTO SEM 2, 2019 INDIVIDUAL WORK TUTOR: RENNIE LIFFEN & OSCAR LIFFEN AN IMAGINARY SITE IN KYOTO

This project explores the topic of anti-overfishing community in Japan. There is a long term issue of overfishing in Japan, which results in a large amount of reduction in fish resource. The community members, sustainable fishing activists found that protesting and online propaganda as their ways of communication are not powerful enough to arise Japanese awareness of sustainable fishing. They decide to come cross hightech method as alternative for traditional fish industry in Japan. A laboratory to cultured fish meat without slaughtering. Visitors can grow their own fish meat going through this building and pick up the meat one month later. Targeting at young generation, through a playful laboratory experience to promote this new eating habit in Japan. This project celebrates on temperatures’ changes to indicate different functions in the process of fishmeat production. The blue color is representing the temperature, darker the blue is, the colder the space will be. It is a building to feel, which also add interests in the laboratory journey. 12

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MULTI RESIDENTIAL IN LILYDALE

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05 Ongoing Project 2021 Involving Stages: Sk to Construction Documents

SITE ANALYSIS: SITE AREA: 357.1 M.sq. APPROXIMATELY GROUND FLOOR AREA: 178.5 M.sq. FIRST FLOOR AREA: 177.2 M.sq. TOTAL FLOOR AREA: 355.7 M.sq.

OFFICE RENOVATION IN GLEN IRIS - Work Collections in Renoco Homes

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SK STAGE PROJECTS - Work Collections in Renoco Homes

Ongoing Project 2021

Involving Stages: SK

This is a 2 Dwelling development in Surrey Hills. I involved in the process of plan alteration, facade design, producing revit drawing sets and rendering.

This is a renovation project in Doncaster. I got involved in site visit, facade design, preparing revit documents and rendering.

YELE LAKE TOURIST CENTER - Work Collections in Priestman Architects

2019 Built Project

޿ᭊ֪༫ࢎ৾͞ॸᯮ‫ܖ‬

2NCP

Involvement: Photoshop, Pamphlet, SD CAD Drawing, Prepare Presentation Slides. Tourist Project in Chengdu, China.

Yele Lake Tourist Center locates in a national resort with great mountain and lake views. The whole design is informed by the shapes of surrounding hills. Great amount of locally sourced logs are used as decorative columns, creating the feeling of forest inside the tourist center. The boundary of indoor and outdoor is also blurred by those columns. 22

NEW OPEN SQUARE - Work Collections in Priestman Architects 䅁ИԚ ӄ࣪௤ବ

‫ل‬ѻԚ

ԧⵧ֌֥

‫ل‬ѻԚ શ‫ސࢗ؟‬է ୐ٌ૨‫ش‬؆ ֚Ҹୌсପߩা ԧⵧИ؆ ‫ل‬ѻԚ

ԧ࢖‫ݾ‬ਃֽ

୍‫ټ‬আи٤ਸ

‫ل‬ѻԚ ୍‫ם֌ٗټ‬؆

୍‫ם֌ٗټ‬؆

2019 Built Project Involvement: Photoshop, Modelling, Facility Design, Square Pavement Design Square and Landscape Project in Chongqing, China

It is a square designed around an existing early education center. This area provides an opportunity to combine education and amusement, therefore the design use lots of colors to encourage exploration. The bright colors attract more attention and population, while the recreation facilities allow the square to be an family friendly area both in daytime and during the night.

APPLIED ARCHITECTURAL TECHNOLOGY - STUDY OF CONSTRUCTION

Laminated Glass a Slight Fall Draining Rainwater KŬĂƚĞĐŚ >Žǁ ůƵŵŝŶŝƵŵ ǁŝŶĚŽǁ ĨƌĂŵĞ ǁŝƚŚ ĚŽƵďůĞ ŐůĂǌŝŶŐ ŽĨ ůŝŐŚƚ ďůƵĞ ƟŶƚ

^ŝůŝĐŽŶĞ ^ĞĂůĂŶƚ ǁŝƚŚ ĂĐŬ ƌŽĚ ůĞĂƌŐůĂƐƐƐŽůƵƟŽŶ ^ƚĂŝŶůĞƐƐ ^ƚĞĞů ^ƉŝĚĞƌ &ŝǆŝŶŐ ^ϮϬϬ

Podium

Tower ^ůŝŐŚƚůǇ ĨĂůů ůĞĂĚ ƌĂŝŶ ƚŽ ŐƵƩĞƌ ĂĐŬŝŶŐ ZŽĚ

&ůŝƉƉĞƌ 'ĂƐŬĞƚ

ŽŶƟŶƵŽƵƐůǇ ůƵŵŝŶŝƵŵ &ŽůĚĞĚ 'ƵƩĞƌ ǁŝƚŚ &ůĂƐŚŝŶŐ ,ŝŐŚ ƉŽŝŶƚ ŽĨ ŐƵƩĞƌ

WŽĚŝƵŵ ^ƚĞĞů dƌƵƐƐ ϮϳϬϬŵŵ ĚĞƉƚŚ ŽůƚĞĚ Welded

>ŝŌŝŶŐͬ ƩĂĐŚŵĞŶƚ ƌĂĐŬĞƚ

WůǇǁŽŽĚ ^ƵƉƉŽƌƚ ƚŚĞ 'ƵƩĞƌ ϳϬ ǆ ϯϱ ŵŵ ^ƚƵĚ Ͳ 'ƵƩĞƌ ƐƵƉƉŽƌƚ &ŽůĚĞĚ ƐŝůǀĞƌ ĂůƵŵŝŶŝƵŵ ĐĂƉƉŝŶŐ ƚŽ ĐŽŶĐĞĂů ďŽǆ ŐƵƩĞƌ KƵƚƌŝŐŐĞƌ ĐŽŶŶĞĐƚĞĚ ŽŶ ƚƌƵƐƐ ĂŶĚ ƚŽǁĞƌ

ZĂŝƐĞĚ &ůŽŽƌ ĨŽƌ ,s ^ǇƐƚĞŵ

SEM 1, 2019

ĂƐƚ ŝŶ ŝŶƐĞƌƚ

ĞƚĂŝů ^ĞĐƟŽŶ ŽĨ 'ůĂƐƐ ŽŶŶĞĐƟŽŶ ǁŝƚŚ &ŝŶ ĂŶĚdƌƵƐƐ ϭ͗ϭϬ

TUTOR:JEREMY GROUP WORK INVOLVEMENT: DIGITAL AND PHYSICAL MODEL, CONCEPT, PODIUM DESIGN, LOW RISE

The architecture form is derived from the management of wind, through dividing the building into 3 parts and exposing building structure. The overall efficiency of this building reaches 81%. The total GFA is 158,795m2 and NLA is 139,245 m2. The service core contains 4 sets of lifts which is reduced as meeting room in upper levels. Through designing this high rise tower, I learned a lot about structures, details of curtain walls, the way to arrange a high rise plan and calculating efficiency. 24

^ƚĞĞů DƵůůŝŽŶ ŽĨ ϱϬŵŵ ĚĞĞƉƚŚ ŝŶ ƐŝǀĞƌ ĐŽůŽƌ ŽŵƉƵƚĞƌ ŽŶƚƌŽůůĞĚ >ŽƵǀƌĞ ĨŽƌ EŝŐŚƚ WƵƌŐŝŶŐ ^ƉĂŶĚƌĞů ĂǀŝƚǇ dƌƵƐƐ :ŽŝŶƚ dŽǁĞƌ ŽůƵŵŶ &ŝǆŝŶŐ ƌĂĐŬĞƚ ĞƚǁĞĞŶ dƌƵƐƐ ĂŶĚ ŽůƵŵŶ

EĞŽƉƌĞŶĞ /ƐŽůĂƚŽƌ ďĞƚǁĞĞŶ >ŽƵǀƌĞ

ĞƚĂŝů ^ĞĐƟŽŶ ŽĨ WŽĚŝƵŵ͛Ɛ ŽŶŶĞĐƟŽŶ ƚŽ dŽǁĞƌ ϭ͗ϭϬ ,ŽůůŽǁ ^ĞĐƟŽŶ ŽŶŶĞĐƚ >ŽƵǀƌĞ ŽƩŽŵ &ƌĂŵĞ ĂŶĚ 'ƌŽƵŶĚ tĂƚĞƌ WƌŽŽĨ DĞŵďƌĂŶĞ

ůďĂŶǇ tŚŝƚĞ dŝůĞ ŽĨ ϲϬϬǆϲϬϬŵŵ Screed ŽŶĐƌĞƚĞ tŚŝƚĞ ^ĂŶĚ ĞŵĞŶƚ ĮŶŝƐŚ

>ĂŵŝŶĂƚĞĚ ůĞĂƌ 'ůĂƐƐ͕ ƚŚŝĐŬŶĞƐƐ ƚŽ ĐŽĚĞ ƌĞƋƵŝƌĞŵĞŶƚƐ ^ƉŝĚĞƌ &ŝǆŝŶŐ ^ŝůŝĐŽŶĞ ^ĞĂů

Metal Flashing, ŽůŽƌďŽŶĚ &ŝŶŝƐŚ͕ ĐŽůŽƌ ĐŚĂƌĐŽĂů ƌŝƉ 'ƌŽŽǀĞ

ĞƚĂŝů ^ĞĐƟŽŶ ŽĨ &ŝŶ͛Ɛ ŽŶŶĞĐƟŽŶ ǁŝƚŚ ^ůĂď Θ >ŽƵǀƌĞ ϭ͗ϭϬ

<ŽŶĞ ^ůŝĚŝŶŐ ŽŽƌ ϳϬ ĨŽƌ ŝƐĂďůĞ ĐĐĞƐƐ

^ƚĞĞů DƵůůŝŽŶ ŽĨ ϱϬŵŵ ĚĞĞƉƚŚ ŝŶ ƐŝǀĞƌ ĐŽůŽƌ

DŝƌƌŽƌ ^ƚĂŝŶůĞƐƐ ƐƚĞĞů ĐůĂĚĚŝŶŐ ƚŽ ĨƵůůǇ ĐŽŶĐĞĂů ĚŽŽƌ ŽƉĞƌĂƟŽŶ ŵĞĐŚĂŶŝƐŵƐ͕ ƐĞĐƌĞƚ ĮǆĞĚ ƚŽ ƚŚĞ ŵĞĐŚĂŶŝƐŵ

&ŝǆŝŶŐ ƌĂĐŬĞƚ ŽĨ ^ƉŝĚĞƌ &ŝǆŝŶŐ and Fin &ŝǆŝŶŐ ƌĂĐŬĞƚ ŽĨ ^ƚĞĞů &ŝŶ ĂŶĚ ^ůĂď

WůĂŶ ŽĨ &ŝŶ ĂŶĚ 'ůĂƐƐ ŽŶŶĞĐƟŽŶ ϭ͗ϭϬ

EĞŽƉƌĞŶĞ /ƐŽůĂƚŽƌ >ĂŵŝŶĂƚĞĚ 'ůĂƐƐ >ŽƵǀƌĞ KƉĞƌĂďůĞ ^ǇƐƚĞŵ ĐŽŵƉƵƚĞƌ ĐŽŶƚƌŽů

WůĂŶ ŽĨ &ŝŶ ĂŶĚ 'ůĂƐƐ >ŽƵǀƌĞ ϭ͗ϭϬ

ƵƚŽŵĂƟĐ ŽŽƌ Mechanism <ŽŶĞ ZĞǀŽůǀŝŶŐ ŽŽƌ ϭϬϬ

ŽƵďůĞ ĂŶĚ dŽƵŐŚĞŶĞĚ 'ůĂƐƐ WŽǁĞƌ ^ƵƉƉůǇ ĂŶĚ &ƵŶĐƟŽŶ hŶŝƚ ƵŶĚĞƌŶĞĂƚŚ ZĞǀŽůǀŝŶŐ ĂǆŝƐ

Outdoor ^ƚŽƌŵƚĞĐŚ ƌĂƐƐ dZ ƐƚĂŶĚĂƌĚ Grate

Drainage Matwell ůďĂŶǇ tŚŝƚĞ dŝůĞ ŽĨ ϲϬϬǆϲϬϬŵŵ

'ůĂƐƐ ĚŽŽƌ ƉƌŽƚĞĐƟŽŶ KƵƚĚŽŽƌ WĂǀĞŵĞŶƚ tĂƚĞƌ WƌŽŽĨ DĞŵďƌĂŶĞ Screed

Screed

ŽǁŶƉŝƉĞ

ƌĂƐƐ ŶŐůĞ ƚŽ ƐĞƉĞƌĂƚĞ material ŽŶĐƌĞƚĞ

ĞƚĂŝů ^ĞĐƟŽŶ ŽĨ ƚŽŵĂƟĐ ŽŽƌ ŶƚƌǇ ϭ͗ϭϬ

Podium Detail Drawings 5 5.1

WůĂŶ ŽĨ ZĞǀŽůǀŝŶŐ ŽŽƌ ϭ͗ϮϬ

ϲŵŵ dŽƵŐŚĞŶĞĚ 'ůĂƐƐ 8mm Laminated Glass ^ŝůŝĐŽŶĞ ^ĂŌǇ ^ƚƌŝƉ

CONSTRUCTION DESIGN - STUDY OF CONSTRUCTION Physical Model

SEM 1, 2017

Axometric Drawing ROOF - G

TUTOR: Carrie Cheng INDIVIDUAL WORK

We studied Western Base building as our case for construction details. It is a business center in Melton South, and I was allocated with area J for analysing its structure. By producing a 1:20 axometric drawing and a 1: 20 physical model of assigned area, I understand structure details and construction drawings much better than before and my modeling skills and 3 dimensional thinking skills are improved. I learn a lot about the way to consider design decisions with structral possibility and the way a construction method can influence a design.

G1: RS1: Versiclad roof system @1.5 pitch. All roofing to be Kingspan or similar composite roofing panel system, minimum thickness 150mm, minimum R6 thermal performance. G2: 600MM wide folded box gutter @ min. 1.5 degree fall with selected colorbond flashings. G3: PU1: HJ24090 hy joist by carter holt Harvey @900 CTS. MAX G4: 45 x 90 MGP12 battens @900 CTS. MAX G5: RA1: 45 x 90 MGP12 @1200 CTS. MAX G6: RB2 600 x115 GL18 unilan by LTS. Exposed laminated beams 30mm precamber. G7: RB1 300 x 100 PFC G8: Cappings - to MC1 cladding walls. Archclad Cor-ten cappings to match wall cladding Colour. Archclad 0411 547 338 (Ross Brown). Folded MC1 capping with expressed dripline on substrate G9: 10 cap plate 2-M20 bolts each end of FA1. G10: 15 max. PLYof 45 max. MGP12 packer as required over top of PU 1 G11: RA1 battens to be fixed to PU1 using 75 or 100 batten screws G12: R3.5 insulation batts G13: HR2, painted galvanised steel handrail on fabricated brackets.

FIRST FLOOR ARCHITECTURAL ELEMENTS - F PARTITION WALL F1: PB2: 1 x16mm PB + paint finish as noted. F2: PB stopping angle to all PB edges F3: 75 selected acoustic insulation. F4: 92 steel studs F5: 17mm formply (FP) skirting F6: Mastic seal to all material junction

FIRST FLOOR STRUCTURAL ELEMENTS - E 1BC1: E1:700W x 600 precast concrete beam by Westkon Precast E2: N12-300 'closed ligs' E3: N12-300 'L-bars' E4: N12-150 'U-bars' on each way E5: N 16 bars E6: N 24 bars E7: N 12 bars E8: Connection between 1BC1 and PC1 SLAB: E9: Hollowcore slab E10: 30 MPa concrete screed E11: Hollowcore joint, joint concrete 30MPa minimum 8mm max. aggregate 80-100 slump E12: N12 bars x 800 long @ 400 CTS. E 13: N12 @ 600 CTS. project 600. FRAMING: E14: FA1: 150 x75 PFC E15: Girt G2: C150 12 @600 CTS. MAX E16: RB1 300 x 100 PFC E17: FC2 150PFC hot dipped galvised E18: RB2 600 x115 GL18 unilan by LTS. Exposed laminated beams 30mm precamber. E19:WH1 150 PFC, window head, width 75mm, height 150

GROUND FLOOR ARCHITECTURAL ELEMENTS - D PRECAST COLUMN: PC1 D1: FP - formply reveal all sides D2: GLAZING - All glazing to AS 1288/1994. All glazing to be clear double-glazing. All required safety glazing to be minimum clear 6.38mm safety glass. All glazing to be wet-glazed and fully-bedded in black silicone with black double-sided tape retaining in place. All edges to be blade-trimmed and free of swirls and peaks. Exposed edge of glass to be covered with minimal tooled silicone bead. D3: 190 mm core filled blockwork D4: blockwork reinforcement, full grout all block cavities. D5: Locally break out cores to suit bars which connects to PC1. The bars is N16 x 600 long bars @400 CTS. MAX. D6: REID FE12070 elephant's foot ferrules. D7: Flashing between weephole and blockwall D8: 20mm R2.4 foilboard D9: 90mm blockwork D10: Mortar materials shall comply with ASA123. Mortar beds and perpends to be even and consistent, nominally 10mm thick. D11: Folded clorbond capping D12: 20 mm R0.2 thermal break rigid insulation. D13: PFC with welded steel plate support for window head. D14: MC1 cladding on continuous 8 mm R1.1 thermal break D15: 90 mm R4.5 insulation panel between girts

Western Base Building

Detail Model

GROUND FLOOR STRUCTURAL ELEMENTS - C PRECAST COLUMN: PC1 C1: 700x250 precast concrete column C2: 8- N20 dowels, 1000 projection. Cast into footing. Provide 400 cogs at ends. C3: 50 diameters' PVC grout. C4: 8 x N24 bars C5: 1 set R10 ligs- diameter 6.5 C6: 13 sets R10-235 ligs C7: 2 N20 bars C8: N20 U-bars FRAMING: C9: WH2 - 150 PFC, window head, overall width 75mm, overall height 150. C10: FC1 - 150 X75 PFC C11: WS1- 150 PFC, window sill. C12:G1 - c100 12 @600 CTS. MAX.

FOOTING AND SLAB - B All workmanship and materials shall be in accordance with A.S. 3600 All footings to found 100 min into highly weathered rock with min. sage bearing capacity of 400 Kpa.

Brick veneer

Facade

PAD FOOTING: PF1 B1: N20 - diameter 20 reinforcement bars at bottom of the pad footing @250 CTS max, each way. B2: N16 - diameter 16 reinforcement bars at top of the pad footing @250 CTS max, each way. BOARD PIER: BP1 B3: 600 diameter bored pier, 1200 min. depth socket into highly weathered basalt rock. safe bearing capacity of 400 KPa. B4: SL92 x 2400 SQ in the top of slab. B5: Mass concrete under footing to transfer load to basalt rock STRIP FOOTING: SF1 B6: SF1 450 wide strip footing, 600 min. B7: 4- L12 trench mesh as top and bottom reinforcement. B8: R10 ligs @900 max. CTS. B9: NI16 tie bars @600 CTS. MAX. 200 cog base. 400 cog top. B10: N12 starter bars lap 800 min. with the wall reo (brick wall's connection with slab). SLAB: 150 slab on ground. Slab to be formed over 100 min, layer of compressible cardboard void former. B11: SL72 trench mesh on top B12: SL92 bottom, 30 cover, lap 1 grid and 25mm B13: 0.2 polythene membrane. B14: 15 set down B15: Hydronic heating is running across mesh bars instead of paralleling. Heat core have 20 min. cover to face adjacent cores or bars of mesh.

SOIL - A Dynamic Cone Penetrometer (DCP) tests were conducted adjacent to ten of the boreholes Mount filled 1 m high. A1: 0-0.15m clayey silt, red brown/ some basalt gravel. A2: Silty clay, red/brown, high plasticity A3: Extremely/ highly weathered basalt (~50%) & silty clay(~50%), light brown A4: Refusal to probe on basalt rock

Hollow Core Slab

Precast Beam