Assignment Part 2 Submission 13647348 Omodei-13647348 Part 1B Des Dev Report

DESIGN DEVELOPMENT REPORT ASSIGNMENT 1B – REPORT TO CLIENT

MATHEW OMODEI 13647348

CME PARTNER: DANIEL FRAWLEY CONTENTS: EVALUATION OF CONSTRUCTION ISSUES......................................2

TRANSPORTATION .........................................................................................................2 SITE PREPARATION........................................................................................................2 SAFETY PROCEDURES....................................................................................................2

BUILDING ADAPTABILITY...................................................................3

POWER.........................................................................................................................3 WATER COLLECTION AND DISPOSAL ...............................................................................3 DISABLED ACCESS.........................................................................................................3

COSTING EVALUATION ........................................................................3 APPENDIX.................................................................................................5

DESIGN DEVELOPMENT DRAWINGS ................................................................................5 COST ESTIMATE ..........................................................................................................15 RECORD OF MEETINGS HELD.......................................................................................21

REFERENCES .........................................................................................35

EVALUATION OF CONSTRUCTION ISSUES

TRANSPORTATION

The building proposed consists of a single transportable structure. The building is 12m long (13.25m with access ramp), 3.5m wide and 3.8m high which fits within the legal size limit for the transportation of a load on Western Australian roads (being a maximum of 15m long, 3.5m wide and 4.2m high without an escort). The transportable nature of the building sees the requirement for an appropriately sized truck and crane. This machinery requires sufficient access and manoeuvrability in and around the site. The proposed City Beach site contains a car park which is located within 10m of the building position. This can be used to provide the cranes sturdy footing required for the successful lifting and placing of the building into the correct position.

SITE PREPARATION

As the proposed building has the capability to be moved, site conditions will vary depending on its location. To account for this, Tubular Screw piles will be used for the foundations (further information on this proprietary product can be found in the schedule of finishes). The proprietor is able to provide engineering and installation advice to enable correct installation of these screw piles. A bobcat is to be used to install these screw piles. This has many benefits as it is compact and cheap (Technology 2009). Also, its small size means that the building and the bobcat can be transported to site on the one truck. The bobcat also has the capability to complete any earthworks that may be required. The proposed city beach site consists of sand dunes; therefore, a bobcat should suffice for the installation of the screw piles. However, in the instance a bobcat would not be powerful enough to install the screw piles, larger machinery will need to be considered. The building has been designed to keep site preparation to a minimum. Less time on site leads to financial savings. Therefore where possible, site preparations should ideally be completed prior to the building and crane arriving on site.

SAFETY PROCEDURES

During the process of bringing the building to site, proper Occupational Health and Safety (OH+S) procedures must be met. For example, during the lifting of the building adjacent pathways and car bays should be sectioned off in order to provide a safe environment for the public. It will be the builder's responsibility that these and other relevant OH+S regulations are met.

BUILDING ADAPTABILITY The proposed building is designed to suit various sites around Western Australia. Each site will have varying conditions that must be considered and adopted into the building design in order for it to be successful.

POWER This building has a requirement for electricity, be it small, for the powering of security lighting, an exhaust fan and a small water pump. As the building is self sufficient, it incorporates photovoltaic cells. The City Beach site is located within a suburban area. Therefore, there is the opportunity to connect the building the local power grid. This then provides the opportunity to feed power back into the grid, which can then offset some capital costs of the building. Where connection to the grid is not possible, the extent and number of photovoltaic cells shall reflect the requirement to cater for the small electrical load of the building.

WATER COLLECTION AND DISPOSAL The toilet facility in this building requires a small amount of water for sanitary purposes. The roof is to harvest rainwater and divert this into a storage tank. This water is then used to feed the hand basin in the toilet. There is also the possibility that this water can be used for drinking. As the run off from the wash basin will not contain any dangerous or hazardous chemicals, used water can simply be diverted away from the building and left to run over the ground.

DISABLED ACCESS Due to the composting toilet, the finished floor level of the building is 800mm above natural ground level. To cater for the disabled access requirement for the building ramps must be considered. As seen in the City Beach site, a sloped site can be advantages, as the need for ramping is minimised (refer to the drawings for more information). The numerous site conditions this building design is to encounter requires individual analysis in order for the disabled access issue to be met.

COSTING EVALUATION My fellow construction management student, Daniel Frawley has provided a cost estimate for this building (refer to appendix). The total estimated cost (+GST) = $95, 880.00

This cost estimate does not allow for the following:

Inflation. Closure of public roads and footpaths. Any costs associated with the identification and remediation of land

contamination. Archaeological investigations and discoveries. Soils investigation.

Since this costing was undertaken a number of elements have been revised and/or finalised. As a result, the estimate may be inaccurate in some of these areas. However, a contingency sum has been included to counter such inaccuracies. These areas include:

Sizing and construction type of access ramps is to be timber framed with jarrah decking and steel balustrade as opposed to the initial stone pathway.

Selection of appropriate type and number information boards. A proprietary item has been selected as opposed to a constructed notice board.

Brand and sizing of the photovoltaic cells has been finalised. The selected toilet door has been incorrectly priced. Finer building detailing has been completed.

As an initial cost estimate, I believe this cost estimate to be relatively conservative. At the time this estimate was undertaken a number of elements and details were yet to be finalised. As these changes are made, this will have an effect on the costing of the building. As is the nature of any building costing, as the building is resolved further future cost estimates will become more accurate.

APPENDIX

DESIGN DEVELOPMENT DRAWINGS

ROOF SYSTEMREILPPUSHSINIFESUMETI

150 x 60mm Sawn Jarrah Roof Beam Cabots Timbercolour Maxiguard Sealant. Gunns Timber

150 x 50mm Sawn Jarrah Rafters Cabots Timbercolour Maxiguard Sealant. Gunns Timber

42 x 19mm Sawn Jarrah Roof Battens Cabots Timbercolour Maxiguard Sealant. Gunns Timber

Lysaght Custom Orb Roof Sheeting Roof Sheeting Colourbond "Dune" Bluescope Steel

PROPRIETARY ITEMSETONTNUOMAREILPPUSESUMETI

38W LED Linear Suspended Fitting Lighting Superlight Architectrural LED Lighting 3 Product No: SL 2898 - 21

Classic 1000 Composting Toilet System

Toilet EcoFlow Water Management1

Corinthian Flush Door Toilet Door Corinthian Doors 1 Product No: SPM1

Stainless Steel Wal Mounted Hand Basin

Toilet Wash Basin RBA Bathroom Products1

Product No: RBA8864 -100

Bobrick Mirror with Stainless Steel Channel Frame

Mirror RBA Bathroom Products1

Product No: B - 165

Bobrick Surface Mounted Paper Towel and Waste Receptical

Toilet Accessories RBA Bathroom Products1

Product No: B - 43699

170W Photovoltaic modules Solar Panels Solarfun 5 Product No: SF 160 - 24 Mono

Slimline 3000L Poly under Eave Water Tank

Rainwater Tank Tankmaster 1 Product No: PUE3000D - EVO

12 x A4 Notice Board Information Boards Slimline Warehouse 6 Product No: SKU DY412A4S

6 x A4 Notice Board Information Boards Slimline Warehouse 2 Product No: SKU DY046A4S

FLOOR SYSTEMETONREILPPUSHSINIFESUMETI

190 x 45mm F7 Structural Pine Floor Bearer, Floor Joists Treated, Kiln Dried, Dressed all Round. Gunns Timber

190 x 25mm Sawn Jarrah Floor Fascia Cabots Timbercolour Maxiguard Sealant. Gunns Timber

105 x 30mm Jarrah Decking Floor Cladding Kiln Dried, Cabots Natural Decking Oil. Gunns Timber

Tubular Screw piles Piling To Engineers SpecificationScrewpile Technologies

Engineer to confirm appropriate sizing and detailing suitable to the buildings location.

WALL SYSTEMREILPPUSHSINIFESUMETI

100 x 100mm Jarrah Column Column Cabots Timbercolour Maxiguard Sealant. Gunns Timber

F7 Structural PineWall Studs, Top Plates, Bottom Plate, Noggings

rebmiT snnuGdetaerT

105 x 30mm Jarrah Battens Wall BattensPencil Rounded, Cabots Timbercolour Maxiguard Sealant.

Gunns Timber

Lysaght Mini Orb Miniature Corrugated Walling

Wall Cladding Colourbond "Dune" Bluescope Steel

25 x 25mm Steel Angle Wall Battens Connection Galvanised Bluescope Steel

Steel Flashings Flashing Colourbond "Dune" Bluescope Steel

COST ESTIMATE

The following cost estimate has been provided by my fellow construction management partner, Daniel Frawley.

pg 1

Element Unit Quantity Rate Subtotal PR - PRELIMINARIES

Plant and Scaffolding Mobile crawler crane with 2 tonne capacity hr 15.00 105.00 1575.00 including fuel (no dogman or operator required at this capacity) Nifty lift 12.00m knuckle-boom cherry picker Day 2.00 220.00 440.00 Galvanised security fence x 2100mm high m 40.00 35.00 1400.00 including gates, erection/dismantling Single chemical pan toilet including pumping out Week 1.00 55.00 55.00 and cleaning Delivery of single toilet to yard Item 1.00 100.00 100.00 6m3 skip bin including public land permit, delivery Item 1.00 340.32 340.32 and collection Sundry plant and equipment Item 1.00 300.00 300.00 Transportation of all prefabricated components, Item 1.00 2500.00 2500.00 crawler crane, nifty lift, sundry plant and equipment, fencing and scaffolding to site on 15 x 3.5 x 4.5m flat-bed semi including removal of all upon completion Supervision and Labour Project Management hr 20.00 55.00 1100.00 Estimating, Administration and Procurement hr 10.00 45.00 450.00 Plans and Printing Item 1.00 250.00 250.00 Labour 3 x Carpenters hr 160.00 60.00 9600.00 Town of Cambridge Fees Development and Planning fee Item 1.00 262.56 262.56 Building Application Fee Item 1.00 139.99 139.99 Building and Construction Industry Training Fund Levy Item 1.00 153.99 153.99 BRB levy Item 1.00 40.50 40.50 Works bond (reimbursable) Item 1.00 700.00 700.00 Inspection fee for works bond Item 1.00 110.00 110.00 Insurances Contract Works Public Liability insurance Item 1.00 186.34 186.34 premium (includes GST and stamp duty)

$19,703.70

pg 2

SB - SUBSTRUCTURE Groundworks All excavation works is in sand with machine, site is within 10km from tip Survey and set-out of site hr 3.00 60 120.00

Clear site of vegetation 208.00 0.34 70.72

Balance cut and fill at 0.50/1.00 deep 110.0 9.10 1001.00

Excavate pit exceeding 1.0m but not exceeding 1.44 30.10 43.34 2.0m for tank

Transportation and tipping of spoil and vegetation 65.00 2.50 162.50 Piling Prices include for engineering and design of loads delivery to site, installation with certified contractor and testing and certification Steel screw piles No. 20 330.00 6600.00 Timber Ground Floor Framing Prices include for shop drawings, supply, shop prefabrication, unloading, hoisting, erecting and fixing

100 x 50mm joists @ 450mm centres and 42.00 71.40 2998.80 100 x 75mm bearers @ 1800mm centres with timber stumps fixed to screw piles

Supply and install stainless steel Termite Shields No. 20 6.20 124.00 top hats on stumps Subsoil drainage and pits

Excavate one pit for compost toilet tank and provide 2.00 45.00 90.00 Including drainage to it $11,210.36

SP - SUPERSTRUCTURE

Prices include for shop drawings, supply, shop prefabrication, loading, unloading, hoisting, erecting and fixing CL - Columns Timber columns 100 x 100mm in dressed hardwood m 43.80 37.10 1624.98 RF - Roofing Timber framed roof up to 10m overall span comprising m 12.00 287.00 3444.00 trusses, rafters, ceiling joists, fascia finished with Zincalume colour coated Mini Orb steel Colour coated Zincalume steel 115 x 0.48mm m 12.00 38.60 463.20

pg 3

eaves gutter Colour coated Zincalume steel 100mm downpipe m 2.80 29.80 83.44 Into rainwater tank

$5,615.62 EXTERNAL FABRIC AND FINISHES

EW - External Walls Prices include for supply, erection, pre-fixing door frame and plumbing, loading, unloading, hoisting, and fixing

Timber framed walls with 100 x 50mm studs @ 450 60.56 48.50 2937.16 centres including floor plate and top hat

Steel .55mm Mini Orb with colour coating, two sides 34.08 135.60 4621.29

25mm thick Jarrah horizontal Shiplap 26.48 275.00 7282.00 paneling with acrylic finish, two sides $14,840.45

INTERNAL FABRIC

NW – Internal Walls

Timber framed walls with 100 x 50mm studs @ 450 6.10 48.50 295.80 centres including floor plate and top hat

Steel .55mm Mini Orb with colour coating, two sides 6.10 135.60 827.16 ND – internal Doors Hanging of 2000 x 920mm steel flush finish No. 1 3250 3770.00 door onto included frame in-situ hardware and paint finish with stainless steel striker plate, basic lock, overhead closer and push plate $4,892.16

INTERNAL DOORS

FF - Floor Finishes

9mm marine-grade plywood with tongue and 37.05 59.60 2208.18 grooved edges

12mm hardwood T and G flooring laid on 37.05 148.00 5483.40 plywood with clear polyurethane finish

Cemintel compressed sheet decking for wet areas 4.95 167.00 826.65

$8,518.23 FITTINGS

FT – Fitments Notice Boards 4m x 1.5m in hardwood with No. 2.00 110.00 110.00 chipboard backing

pg 4

Hardwood bench with seats No. 1.00 650.00 650.00 $760.00

SERVICES

SF - Sanitary Fixtures All sanitary fixtures are to be in accordance with AS1428 – disabled access codes Ecoflo Classic 1000 Composting Toilet System, Item 1.00 3800 3800.00 including pedestal, seat, composting chambers, 700mm waste connecting chute, 12volt air fan and batteries plus freight to Perth ex Brisbane as specified RYNAT stainless steel satin finished 38mm dia Item 1.00 305.00 305.00 x 1mm handicapped grab rail at 90 RBA surface mounted Contura waste receptacle Item 1.00 401.50 401.50 with LinerMate - product number B277 RBA surface mounted Contura soap dispenser Item 1.00 115.50 115.50 product number B-4112 RBA surface mounted Contura paper towel Item 1.00 163.90 163.90 dispenser - product number B-4262 PD - Sanitary Plumbing All pipework to AS1260-2002, glued and fitted joints. 100mm diameter suspended PVC pipe reducing m 5.00 60.00 300.00 to 80mm sub-floor from basin to compost tank 45 with inspection opening x 100mm dia. No. 1 110.00 110.00 Stainless steel FWG 100 x 80mm dia. No. 2 63.00 63.00 WS - Water Supply

Tankmaster poly under eaves 3000L tank Item 1.00 1,685 1685.00 in Colorbond Red Onga stainless steel automatic pump Item 1.00 285.00 285.00 including delivery to yard LP - Electric Light and Power Solon polycrystalline solar module 130 W load Item 1.00 2850 3125.00 including controller, batteries, mounting frame and KACO Power 1501 xi inverter Lighting circuit include wiring and conduits No. 1.00 940.00 940.00 240V LED lighting with bayonet base and prysmatic No. 3.00 15.00 45.00 lens.

pg 5

Dusk-to-dawn timer and motion sensor No. 1.00 10.00 10.00

$11,348.90

SITEWORKS

XR - Roads Footpaths and Paved Areas

Stone walkway layed in 40mm rapid set smooth 47.00 34.00 918.00 finish concrete on 50mm compacted sand bed Stainless steel wire rope for balustrade m 66.00 1.30 85.80 50x50x3.0mm SHS for balustrade t 0.30 2320 696.00

$1,699.80

Subtotal: $78,590.02

Profit and Overheads 12%: $9,430.81 Contingency Sum 10%: $7,859.00

TOTAL $95,879.83

RECORD OF MEETINGS HELD

The following are records of the minutes taken during meetings with my fellow construction management student.

City Beach Tourism Facility – Project Architectural Meeting #1

File: 1– Citybeach– Proj Architectural Meeting 1 Document: CB_ AR_MMS_0001 Rev 1 1 of 3

City Beach Tourism Facility

MINUTES OF MEETING

SUBJECT Project Architectural Meeting No.1

DATE Tuesday, 1st March 2011

TIME 8:00 am

LOCATION 203.101

CHAIR Dan Frawley

MINUTED BY Dan Frawley

Attend Distribute Name Organisation Attend Distribute Name Organisation

X X Mathew Omodei

MG Architects

X X Dan Frawley

LM Quantity Surveyors

Purpose of meeting: Review Progress and Major Issues Affecting Architectural Design

Item Topic/Discussion Actions Date

1.0 INTRODUCTION

1.1 Exchange of details:

Mathew Omodei – 0400 779 797 [email protected]

Daniel Frawley – 0406 631 650

[email protected]

Note

1/03/2011

2.0 LAYOUT/USEABILITY

2.1 Disabled toilets - refer to AS 1428. What are requirements for;

Clearances

Door widths

Turning circles

Ramp

DF

1/03/2011



Handrails

Carpark access?

3.0 TRANSPORTABILITY

3.1 MO to advise maximum size of load for transport on truck. MO 1/03/2011

4.0 STRUCTURE

4.1 Concrete raft slab with thickenings

Steel or Timber framed roof?

MO 1/03/2011

5.0 MATERIALS

5.1 Cladding

MO to look into galvanic properties of sheet metal for cladding.

Timber battens are a possible alternative. Treatments required?

Flooring

Concrete – exposed aggregate. In-situ or precast?

Timber – insect and vermin treatment in National Park could be an issue. What happens in toilet?

MO

DF

DF

DF

1/03/2011

1/03/2011

1/03/2011

1/03/2011

6.0 COSTING

6.1 The architect accepts that material selection will be based on items that the QS confirms prices can be found for.

MO/DF 1/03/2011

7.0 OTHER DESIGN ISSUES

7.1 None currently Note 1/03/2011

8.0 PROPRIETARY ITEMS

8.1 Hydraulic and Electrical Supply

Electricity - Is it required?

Water –

o Supply to sink?

o Drainage from toilet

MO

MO

1/03/2011

1/03/2011

9.0 INFORMATION REQUIRED FROM ARCHITECT

9.1 Preliminary sketch

Design brief

Transportatiom

For QS by next meeting

MO

1/03/2011

10.0 INFORMATION REQUIRED FROM QS



10.1 Details on treatments

AS 1428 details

For Architect by next meeting

DF

1/03/2011

11.0 ANY OTHER BUSINESS

11.1 Both parties have agreed to additional meetings to review design.

DF accepts minuting of meetings as his responsibility for weeks 1-3.

MO accepts minuting of meetings as his responsibility for weeks 4-6.

DF/MO

DF

MO

1/03/2011

1/03/2011

1/03/2011

12.0 NEXT MEETING

12.1 Next Meeting to be held 8.00am Tuesday, 8th March 2011 Note 1/03/2011




MINUTES OF MEETING


DATE Tuesday, 8th March 2011

TIME 8:00 am

LOCATION 203.101

CHAIR Dan Frawley



X X Mathew Omodei

MG Architects

X X Dan Frawley




1.0 DESIGN

1.1 DF accepts the preliminary design after a full run-through from MO.

Note 8/03/2011

1.2 Have decided on layout of FFE and access/egress Note 8/03/2011


2.1 Disabled toilets - refer to AS 1428 What are requirements for;

Clearances

Door widths

Turning circles

Ramp

Handrails

Carpark access?

DF 1/03/2011



3.0 TRANSPORTABILITY

3.1 MO to advise maximum size of load for transport on truck without police escort.

15 x 3.5 x 4.2m is maximum size

Structure has now been designed for this size.

MO

Note

1/03/2011

8/03/2011

4.0 STRUCTURE

4.1 Concrete raft slab with thickenings.

Problems with offloading onto site. Ongoing.

MO

8/03/2011

4.2 Steel or Timber framed roof?

Aesthetic decision to be made. Ongoing.

MO

8/03/2011

5.0 MATERIALS

5.1 Cladding

MO to look into galvanic properties of sheet metal for cladding. Mini-orb is the preferred material.

Timber battens are a possible alternative. Treatments required? ACQ, CBA or CDDC are all appropriate for this type. Alternatively, use a naturally pest resistant hardwood (cedar, redwood, beech and some eucalyptus species). Heat or radiation treatment.

MO

DF

8/03/2011

8/03/2011

5.2 Flooring

Concrete – exposed aggregate. In-situ or precast? Have found some aesthetically appealing types of exposed aggregate. Unsure of concrete option due to transportability.

Timber – insect and vermin treatment in National Park could be an issue. What happens in toilet? Ongoing.

DF

DF

8/03/2011

8/03/2011

6.0 COSTING

6.1 The architect accepts that material selection will be based on items that the QS confirm prices can be found for.

MO/DF 1/03/2011


7.1 None currently Note 1/03/2011





Electricity - Is it required? Not necessary for these purposes.

Water –

o Supply to sink? Rainwater catchment

o Drainage from toilet? Proprietary compost tank

MO

MO

1/03/2011

1/03/2011


9.1 Revised sketch

Design brief


MO

MO

MO

1/03/2011

1/03/2011

1/03/2011


10.1 Revision of floor type


DF

DF

1/03/2011

1/03/2011


11.1

Both parties have agreed to additional meetings to review design.

DF accepts minuting of meetings as his responsibility for weeks 1-3.

MO accepts minuting of meetings as his responsibility for weeks 4-6.

DF/MO

DF

MO

1/03/2011

1/03/2011

1/03/2011

12.0 NEXT MEETING





MINUTES OF MEETING


DATE Thursday, 15th March 2011

TIME 8:00 am

LOCATION 203.101

CHAIR Dan Frawley

MINUTED BY Mathew Omodei


X X Mathew Omodei

MG Architects

X X Dan Frawley




1.0 DESIGN

1.1 DF accepts the adjusted preliminary design after a full run-through from MO.

Note 15/03/2011


2.1 Both parties satisfied that sanitary facilities comply with AS 1428.

Note 15/03/2011

3.0 STRUCTURE

3.1 MO proposed timber framed floor as opposed to concrete floor. No objections to this change.

Note 15/03/2011

3.2 MO confirms that Jarrah Hardwood is to be used for the wall and roof structure.

Note 15/03/2011

4.1 MATERIALS



4.1 No changes to cladding materials

4.2 MO chosen timber decking as floor covering throughout building. Alternative flooring in toilet?

MO 1503/2011

5.0 COSTING


MO/DF 1/03/2011


6.1 Services

MO gives confirmation for use of a composting toilet.

MO confirms the need for a water tank. Sizing indicative until it is to be confirmed at a later date.

MO

MO

15/03/2011

15/03/2011

6.1 Building detailing

DF advising MO of various building detailing issues, to achieve better structural integrity

MO/DF

15/03/2011



Electricity – required to power low voltage fan associated with the composting toilets. Do lights need to be considered? What are the cost implications.

MO/DF

15/03/2011


8.1 Updated Preliminary sketch’s

Design brief


MO

15/03/2011


9.1 Preliminary costing


DF

DF

15/03/2011

15/03/2011


10.1 None Note 10/03/2011

11.0 NEXT MEETING

11.1 Next Meeting to be held 8.00am Tuesday, 22nd March 2011 Note 10/03/2011




MINUTES OF MEETING



TIME 8:00 am

LOCATION 203.101

CHAIR Dan Frawley



X X Mathew Omodei

MG Architects

X X Dan Frawley




1.0 DESIGN

1.1 MO advises that the project has moved from Sketch Design to Design Development.

Note 22/03/2011


2.1 Detailing of toilet fixtures and services discussed. MO raises issue of drainage from basin needs consideration.

MO/DF 22/03/2011

2.2 DF to advise MO on appropriate grey water system. DF 22/02/2011

3.0 STRUCTURE

3.1 Screw piling is considered for foundations. Implications to be investigated.

MO/DF 22/03/2011

4.0 MATERIALS

4.1 MO chosen timber decking as floor covering throughout MO 1503/2011



building. Alternative flooring in toilet?

5.0 COSTING


MO/DF 1/03/2011


6.1 MO advises DF of decision to gravity feed water to wash basin, therefore excluding the need for a water pump.

MO/DF 22/03/2011



Electricity – required to power low voltage fan associated with the composting toilets. Do lights need to be considered? What are the cost implications.

MO/DF

15/03/2011

7.2 MO selects the Classic 1000 composting toilet from the Eco-flow range for use in toilet.

Note 22/03/2011

7.3 MO approved RBA range of sanitary products for toilet, for preliminary costing. Final selections to be confirmed.

DF 22/03/2011

7.4 MO confirms tank to be Tankmaster’s poly under eaves tank 3000L, product ID PUE3000D-EVO.

Note 22/03/2011


8.1 Specify proprietary items on drawings. Update drawings. For QS by next meeting

MO

22/03/2011


9.1 Preliminary costing For Architect by next meeting

DF

15/03/2011


10.1 None Note 22/03/2011

11.0 NEXT MEETING





MINUTES OF MEETING



TIME 8:00 am

LOCATION 203.101

CHAIR Dan Frawley

MINUTED BY Mathew Omodei


X X Mathew Omodei

MG Architects

X X Dan Frawley




1.0 DESIGN

1.1 MO advises that the project has moved from Sketch Design to Design Development.

Note 22/03/2011


2.1 Detailing of toilet fixtures and services discussed. MO raises issue of drainage from basin needs consideration. Issue addressed. Pipe with mesh perforations will run into sub-soil.

MO/DF 22/03/2011

2.2 DF to advise MO on appropriate grey water system. Grey water not appropriate.

DF 22/02/2011

3.0 STRUCTURE

3.1 Screw piling is considered for foundations. Implications to be investigated. Requirement for 20 piles based on estimated load by Screwpiling Technologies Pty Ltd. Cost of $6000 +

MO/DF 22/03/2011



Gst.

4.0 MATERIALS

4.1 MO chosen timber decking as floor covering throughout building. Alternative flooring in toilet? Cemintel compressed fibre board for wet areas.

MO 1503/2011

5.0 COSTING


MO/DF 1/03/2011


6.1 MO advises DF of decision to gravity feed water to wash basin, therefore excluding the need for a water pump.

MO/DF 22/03/2011



Electricity – required to power low voltage fan associated with the composting toilets. Do lights need to be considered? What are the cost implications. Installing 3 lights with motion and light sensors.

MO/DF

15/03/2011

7.2 MO selects the Classic 1000 composting toilet from the Eco-flow range for use in toilet.

Note 22/03/2011

7.3 MO approved RBA range of sanitary products for toilet, for preliminary costing. Final selections to be confirmed.

DF 22/03/2011

7.4 MO confirms tank to be Tankmaster’s poly under eaves tank 3000L, product ID PUE3000D-EVO.

Note 22/03/2011


8.1 Specify proprietary items on drawings. Done. Update drawings for QS by next meeting

MO MO

22/03/2011 22/03/2011


9.1 Preliminary costing for Architect by next meeting DF 15/03/2011


10.1 Have to ignore amount of stumps shown. 20 required. Approved by architect.

Note 29/03/2011

10.2 Clash between elevation and plan view drawings with showing wall cladding material. Large cost implications. Clarified with architect. Plan view takes precedence.

Note 29/03/2011

11.0 NEXT MEETING



11.1c This was the final meeting between Landmark Quantity Surveyors and GM Architects

Note 29/03/2011

REFERENCES: Technology: How Are Screw Piles Installed. 2009. Screwpile Technologies. http://www.screwpile.com.au/How-are-Screwpiles-Installed/technology/18.

Assignment Part 2 Submission 13647348 Omodei-13647348 Part 1B Des Dev Report

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Transcript of Assignment Part 2 Submission 13647348 Omodei-13647348 Part 1B Des Dev Report