SRT251: SRT251: CONSTRUCTION AND CONSTRUCTION AND

STRUCTURESSTRUCTURES

PROJECT 1: WAREHOUSE PROJECT 1: WAREHOUSE AND OFFICE COMPLEXAND OFFICE COMPLEX

Fiona Allpress: 300138121Fiona Allpress: 300138121

Jamie Ifrah: 300173659Jamie Ifrah: 300173659

Steven Kymantas: 300175956Steven Kymantas: 300175956

Adam Wood: 300182771Adam Wood: 300182771

Stephen Young: 300150037Stephen Young: 300150037

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Contents Contents (home)(home)

WAREHOUSE:WAREHOUSE: Span Table: PG Span Table: PG 44 Concrete for Slab: PG Concrete for Slab: PG 55,,66,,77 Footing System for Slab: PG Footing System for Slab: PG 88 Grid System for Warehouse: PG Grid System for Warehouse: PG 99 Portal Frames: PGPortal Frames: PG1010, , 1111, , 1212, , 1313 Portal, Bracing and bolt specification: Portal, Bracing and bolt specification:

PG PG 1414 Examples of Portal Frames: PG Examples of Portal Frames: PG 1515, ,

1616 Envelop System: Tilt-up: PG Envelop System: Tilt-up: PG 1717, , 1818 Roof Structure: PG Roof Structure: PG 1919 Roof Cladding: PG Roof Cladding: PG 2020 Guttering System: PG Guttering System: PG 2121 Roller Doors and Exits: PG Roller Doors and Exits: PG 2222 Figure 1: PG Figure 1: PG 2323 Layout of Warehouse: PG 24Layout of Warehouse: PG 24 Sketches: PG Sketches: PG 2525, , 2626 Site Layout: PG Site Layout: PG 2727Warehouse Section: PG Warehouse Section: PG 2828

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SHOWROOM:SHOWROOM: Concrete Slab for Showroom: PG 30 Concrete Slab for Showroom: PG 30 Grid System & Layout for Showroom: PG Grid System & Layout for Showroom: PG

3131 Portal Frame for Showroom: PG 32Portal Frame for Showroom: PG 32 Portal, Bracing and bolt specification: PG Portal, Bracing and bolt specification: PG

3333 Examples of Showrooms: PG 34, 35Examples of Showrooms: PG 34, 35 Envelop System: Tilt-up: PG 36Envelop System: Tilt-up: PG 36 Roof Cladding & Guttering System: PG 37Roof Cladding & Guttering System: PG 37 Showroom Finish: PG 38Showroom Finish: PG 38 Showroom Section: PG 39Showroom Section: PG 39

REFERENCESREFERENCES

WAREHOUSEWAREHOUSE

Span TableSpan TablePrevious NextHome

Concrete for SlabConcrete for SlabReinforced concreteReinforced concrete::Reinforced concrete combines concrete and some form of reinforcement into a composite whole.Reinforced concrete combines concrete and some form of reinforcement into a composite whole.Concrete has high compressive strength but low tensile strength. Steel has very high tensile strength. ByConcrete has high compressive strength but low tensile strength. Steel has very high tensile strength. Bycombining steel and concrete into composite material we are taking advantage of steel’s high tensilecombining steel and concrete into composite material we are taking advantage of steel’s high tensilestrength and concrete’s compressive strength.strength and concrete’s compressive strength.

Retaining wallsRetaining walls::Retaining walls likened to vertical beam fixed at one end. Soil or other material being retained causesRetaining walls likened to vertical beam fixed at one end. Soil or other material being retained causeswall to act as cantilever. The footing of the wall tends to bend or distort as load is applied.wall to act as cantilever. The footing of the wall tends to bend or distort as load is applied.Reinforcement should be distributed to resist these stresses.Reinforcement should be distributed to resist these stresses.

Joints in concrete constructionJoints in concrete construction::Joints can be of two general types:Joints can be of two general types: 1.1. Those which allow no relative movement of concrete on either side of them.Those which allow no relative movement of concrete on either side of them.2.2. Those which allow relative movement.Those which allow relative movement.

It is recommended that joints allow relative movement. They are named according to type of movement It is recommended that joints allow relative movement. They are named according to type of movement they allow…they allow…

Contraction joints: allow concrete to shrink away from plane of the joint while restraining relative Contraction joints: allow concrete to shrink away from plane of the joint while restraining relative movement inmovement in

other directions.other directions.Expansion joints: separate two faces sufficiently to allow expansion towards the plane of the joint. This also Expansion joints: separate two faces sufficiently to allow expansion towards the plane of the joint. This also

allowsallowscontraction but prevents movement in other directions.contraction but prevents movement in other directions.Isolation joints: completely separates two faces and allows complete freedom of relative movement.Isolation joints: completely separates two faces and allows complete freedom of relative movement.

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Concrete for SlabConcrete for SlabLocation of joints: Contraction joints should be located where severest concentrations of tensile stresses resultingLocation of joints: Contraction joints should be located where severest concentrations of tensile stresses resultingfrom shrinkage of the concrete are expected to occur. For example, in large areas of pavement or slab on ground.from shrinkage of the concrete are expected to occur. For example, in large areas of pavement or slab on ground.Spacing of contraction joints generally dictated by designer or supervising engineer, however, 5 to 6m can be used asSpacing of contraction joints generally dictated by designer or supervising engineer, however, 5 to 6m can be used asa guide.a guide.Large areas of concrete should be divided into approximately square bays by means of contraction joints. JointsLarge areas of concrete should be divided into approximately square bays by means of contraction joints. Jointsmust be spaced sufficiently close together to prevent shrinkage cracks from occurring between successive joints.must be spaced sufficiently close together to prevent shrinkage cracks from occurring between successive joints.

Expansion joints create a gap between two surfaces so as to allow expansion of concrete into the gap. The gap isExpansion joints create a gap between two surfaces so as to allow expansion of concrete into the gap. The gap isusually filled with compressible filler, e.g. rubber, plastic, cork or mastic. All relative movement in the plane of jointusually filled with compressible filler, e.g. rubber, plastic, cork or mastic. All relative movement in the plane of jointis prevented. Expansion joints most expensive type of joint to make. An increase in concrete’s temperature willis prevented. Expansion joints most expensive type of joint to make. An increase in concrete’s temperature willgenerally increase the concrete’s length, e.g. temperature rise of 10C. in a 10 metre length of unrestrained concretegenerally increase the concrete’s length, e.g. temperature rise of 10C. in a 10 metre length of unrestrained concretewill result in an expansion of about 1mm.will result in an expansion of about 1mm.

Under Australian climatic conditions normal maximum temperature differential through a year doesn’t exceed aboutUnder Australian climatic conditions normal maximum temperature differential through a year doesn’t exceed about40C. Therefore thermal movements at a joint wouldn’t exceed 10mm. per 25 m. of concrete. Thus if decided to40C. Therefore thermal movements at a joint wouldn’t exceed 10mm. per 25 m. of concrete. Thus if decided toplace expansion joints at 25m. intervals, they must be sufficiently wide enough to allow for 10mm. movement. Ifplace expansion joints at 25m. intervals, they must be sufficiently wide enough to allow for 10mm. movement. Ifjoint made 15mm. wide at average temperature, should be filled with material capable of being compressed tojoint made 15mm. wide at average temperature, should be filled with material capable of being compressed to10mm. thickness and of expanding to 20mm. thickness.10mm. thickness and of expanding to 20mm. thickness.

Spacing of expansion joints is design consideration. Building rarely exceed 30m. in length without introduction ofSpacing of expansion joints is design consideration. Building rarely exceed 30m. in length without introduction ofeither an expansion or an isolating joint into floors, columns and beams. either an expansion or an isolating joint into floors, columns and beams.

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Concrete for SlabConcrete for SlabClass of concreteClass of concrete::Normal class of concrete is intended to cover theNormal class of concrete is intended to cover theneeds of the majority of domestic, commercial,needs of the majority of domestic, commercial,industrial and institutional building projects.industrial and institutional building projects.

Normal class concrete has a strength grade chosen Normal class concrete has a strength grade chosen fromfrom

N20, N25, N32, N40 or N50.N20, N25, N32, N40 or N50.Slump required at point of delivery chosen from 40, 60,Slump required at point of delivery chosen from 40, 60,80 or 100mm.80 or 100mm.Maximum nominal size of coarse aggregate chosen Maximum nominal size of coarse aggregate chosen

from 10, 14 orfrom 10, 14 or20mm.20mm.

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Footing System for SlabFooting System for SlabThe footing system we have chosen to use is an isolated pad footing system, at the point loads of The footing system we have chosen to use is an isolated pad footing system, at the point loads of

thethe

columns. The pads are 1000mm by 1000mm by 750mm. Once this has been achieved we will columns. The pads are 1000mm by 1000mm by 750mm. Once this has been achieved we will thenthen

poor a 150mm thick slab with 300mm by 300mm edge beams running around the exterior of thepoor a 150mm thick slab with 300mm by 300mm edge beams running around the exterior of the

building. This will be poured so the finished height of the slab is at the same level as the padbuilding. This will be poured so the finished height of the slab is at the same level as the pad

footings. footings.

300300

10010000

150150

300300

750750

40,00040,000

Grid System for WarehouseGrid System for WarehousePrevious NextHome

80080000

80

080

000

40,0040,0000

40

,00

40

,00

00

Portal FramesPortal FramesA Portal Frame is a ‘A Portal Frame is a ‘continuous rigid frame with a restrained joint between the continuous rigid frame with a restrained joint between the stanchion and beamstanchion and beam’ (Jeremy Ham’s lecture notes; lecture 1). They provide an ’ (Jeremy Ham’s lecture notes; lecture 1). They provide an efficient structural solution to long span construction.efficient structural solution to long span construction. There are the three types of portal frame construction:There are the three types of portal frame construction:1.1. 3-pinned portal, 3-pinned portal, 2.2. 2-pinned and 2-pinned and 3.3. Rigid base portalRigid base portal

3-pin portal frames have three pin joints. Two at each of the supports and one at 3-pin portal frames have three pin joints. Two at each of the supports and one at ‘crown.’‘crown.’ 2-pin frame has 2 pin joints at the supports. 2-pin frame has 2 pin joints at the supports.

In Two and Three pinned frames, the portal frame is supported at ground level In Two and Three pinned frames, the portal frame is supported at ground level with a pin joint, therefore ‘rotational’ forces don’t have to be resisted in the with a pin joint, therefore ‘rotational’ forces don’t have to be resisted in the footing. Bending moments are transmitted vertically into the ground, reducing footing. Bending moments are transmitted vertically into the ground, reducing footing size but as a consequence have a heavier frame.footing size but as a consequence have a heavier frame.All joints in rigid baseAll joints in rigid base portal frames are portal frames are restrained. This system requires good foundations restrained. This system requires good foundations and is used to span smaller distances compared and is used to span smaller distances compared with pinned construction. This inturn leads to with pinned construction. This inturn leads to greater volumes of concrete required in the greater volumes of concrete required in the footing; hence adding to the cost of the foundation. footing; hence adding to the cost of the foundation. Rigid frames have lower bending moments than Rigid frames have lower bending moments than Two and Three pinned frames resulting in rigid Two and Three pinned frames resulting in rigid frames being lighter and footings being heavier.frames being lighter and footings being heavier.Source: Jeremy Ham’s

lecture notes

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A Portal FrameA Portal Frame

Source: Jeremy Ham’s Source: Jeremy Ham’s Lecture notes.Lecture notes.

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PurlinsRafter/ beam

Stanchion/ column

Knee joint

Base

Pad footing

Girts

A Portal FrameA Portal Frame

Source: Jeremy Ham’s Source: Jeremy Ham’s Lecture notes.Lecture notes.

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Portal FramesPortal Frames(continued)(continued)

Portal Frames are most commonly used in Portal Frames are most commonly used in • warehouses, warehouses, • factory buildings,factory buildings,• large span storage buildings, andlarge span storage buildings, and• heavy industrial process plant structuresheavy industrial process plant structures

When a beam in a portal frame is loaded it deforms When a beam in a portal frame is loaded it deforms elastically. The top flange of the beam goes into elastically. The top flange of the beam goes into compression, whilst the bottom flange goes into tension. compression, whilst the bottom flange goes into tension. Such deformation would result in columns spreading at Such deformation would result in columns spreading at base if there was no lateral restraint.base if there was no lateral restraint.Footings resist this spreading and in doing so carry Footings resist this spreading and in doing so carry bending moments as well as axial loads.bending moments as well as axial loads.Columns also act in bending as connections between Columns also act in bending as connections between footings and columns, and columns and beams are rigid.footings and columns, and columns and beams are rigid.

Roof members generally have low pitched rafters or Roof members generally have low pitched rafters or horizontal beams that are connected to a stanchion with a horizontal beams that are connected to a stanchion with a rigid joint. Roof pitches between 5 and 10 degrees are rigid joint. Roof pitches between 5 and 10 degrees are preferred in portal frame construction. These pitches are preferred in portal frame construction. These pitches are suitable for any continuous length steel sheet profiles and suitable for any continuous length steel sheet profiles and this factor outweighs superior structural action of higher this factor outweighs superior structural action of higher pitch roofs, which have additional sheeting costs.pitch roofs, which have additional sheeting costs.

The most popular portal frame system is the ‘column and The most popular portal frame system is the ‘column and truss system.’truss system.’

On a ‘cost’ basis, the simplicity of a portal frame results it On a ‘cost’ basis, the simplicity of a portal frame results it in being the cheaper option for spans less than 45 metres. in being the cheaper option for spans less than 45 metres. For our requirements, this seems to be the most viable For our requirements, this seems to be the most viable option.option.

Source: http://www.ul.ie/%7Egaughran/Gildea/page8.htm

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Portal, Bracing and Bolt Portal, Bracing and Bolt SpecificationsSpecifications

We have chosen to use a rigid base We have chosen to use a rigid base portalportal

since it is ideal for smaller spans as since it is ideal for smaller spans as wellwell

as it allowing us to use smaller sizedas it allowing us to use smaller sizedmembers.members.The size of our portal frame columns The size of our portal frame columns

are 530UB92.4are 530UB92.4The size of our portal frame beams The size of our portal frame beams

are 460UB82.1are 460UB82.1The size of our girts are 180x75x5.0 The size of our girts are 180x75x5.0

CC CC

The bracing specification is 30mm The bracing specification is 30mm RodRod

Bracing (See sketches for bracing Bracing (See sketches for bracing layout).layout).

The size of bolts used as M-20The size of bolts used as M-20specification. specification.

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Image: Bunnings Warehouse Image: Bunnings Warehouse WaurnWaurn

Ponds. Shows bracing above an Ponds. Shows bracing above an openingopening

Examples of Portal FramesExamples of Portal FramesPrevious NextHome

Image: Bunnings Warehouse WaurnImage: Bunnings Warehouse WaurnPonds. Shows Flange for beam section.Ponds. Shows Flange for beam section.

Image: Bunnings Warehouse WaurnImage: Bunnings Warehouse WaurnPonds. Shows layout of warehouse.Ponds. Shows layout of warehouse.

Examples of Portal FramesExamples of Portal FramesPrevious NextHome

Image: Colerain Warehouse Separation St.Image: Colerain Warehouse Separation St.

GirtGirt

Corrugated SheetCorrugated Sheet

RafterRafter

PurlinsPurlins

ColumnColumn

Image: KD Stewart centre Waurn Ponds.Image: KD Stewart centre Waurn Ponds.

Services through flange Services through flange

Envelop System: Tilt-up Envelop System: Tilt-up ConcreteConcrete

Tilt up concrete construction is an economic & attractive alternative to Tilt up concrete construction is an economic & attractive alternative to the traditional construction methods such as corrugated iron. It has a the traditional construction methods such as corrugated iron. It has a versatile design and is extremely quick to construct. versatile design and is extremely quick to construct. By using a Tilt-up systems it helps ensure durability, with maintenance By using a Tilt-up systems it helps ensure durability, with maintenance only required every 6 years with a new coat of paint.only required every 6 years with a new coat of paint.Panel connections can be installed during initial construction to make Panel connections can be installed during initial construction to make panel detachment & relocation easy.panel detachment & relocation easy.Tilt-up concrete is ‘virtually’ impenetrable due to the thickness and Tilt-up concrete is ‘virtually’ impenetrable due to the thickness and strength of panels, which proves a ‘positive’ with the use of folk lifts in strength of panels, which proves a ‘positive’ with the use of folk lifts in our warehouse.our warehouse.It is a first choice for fire resistance as a 6.5” wall will have a fire rating It is a first choice for fire resistance as a 6.5” wall will have a fire rating of 4 hours; this inturn results in cheaper insurance for the client.of 4 hours; this inturn results in cheaper insurance for the client.Slabs are casted on-site and after curing, are lifted or ‘tilted’ with crane Slabs are casted on-site and after curing, are lifted or ‘tilted’ with crane & set on the concrete foundations. The roof structure, once constructed, & set on the concrete foundations. The roof structure, once constructed, is anchored to walls.is anchored to walls.After removal of panel braces, grout is applied at base of panels and all After removal of panel braces, grout is applied at base of panels and all vertical joints are caulked.vertical joints are caulked.When determining the size crane to use it’s best to let the crane When determining the size crane to use it’s best to let the crane company decide this, based on the size and weight of the panels.company decide this, based on the size and weight of the panels.

http://www.tilt-up.org/construc/faq-general.htmhttp://www.tilt-up.org/construc/faq-general.htm

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Envelop System: Tilt-up Envelop System: Tilt-up ConcreteConcrete

Expansion can be designed for by detaching and relocating the Expansion can be designed for by detaching and relocating the panels or cutting new openingspanels or cutting new openings

Tilt up concrete also has excellent sound control through the Tilt up concrete also has excellent sound control through the sound reduction properties of concrete. This is done by the sound reduction properties of concrete. This is done by the ‘mass’ absorbing the sound rather than ‘letting it through.’ ‘mass’ absorbing the sound rather than ‘letting it through.’

Tilt up is mainly done on the ground, so there is no vertical Tilt up is mainly done on the ground, so there is no vertical framework or scaffolding required. There are also less labour framework or scaffolding required. There are also less labour crews since no vertical forming, or other costly erection crews since no vertical forming, or other costly erection processes are required, thus allowing for a shorter project processes are required, thus allowing for a shorter project cycle which presents less prosperous for accidents to occur.cycle which presents less prosperous for accidents to occur.

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Source:Source:http://www.constructionengineers.com/http://www.constructionengineers.com/images/BigSouixStopimages/BigSouixStop

Roof StructureRoof StructureThe roofing system we have opted for is using ‘C’ section purlins.The roofing system we have opted for is using ‘C’ section purlins.There will be 25 purlins overall, 12 on either side of the pitch There will be 25 purlins overall, 12 on either side of the pitch and 1 at the joint between both sides. On both sides of the pitch, and 1 at the joint between both sides. On both sides of the pitch, the first and last purlins will sit in 1 metre from each end, with the first and last purlins will sit in 1 metre from each end, with 10 in between at 1.8 metre centre spacings. These ‘C’ section 10 in between at 1.8 metre centre spacings. These ‘C’ section purlins will be 200mm x 75mm x 6mm, and weigh 15.5 kg/m. purlins will be 200mm x 75mm x 6mm, and weigh 15.5 kg/m. Although capable of spanning 12 metres we have these purlins Although capable of spanning 12 metres we have these purlins spanning at 8 metres.spanning at 8 metres.

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Dura Gal channels are high strength cold formed structural sections that are Dura Gal channels are high strength cold formed structural sections that are in-line Hot-dip galvanised over a prepared surface, to produce a fully bonded in-line Hot-dip galvanised over a prepared surface, to produce a fully bonded coating with a minimum average coating mass of 100 g/mcoating with a minimum average coating mass of 100 g/m22. The zinc surface . The zinc surface then has a surface conversion coating applied. All channels are coated with a then has a surface conversion coating applied. All channels are coated with a clear polymer over the conversion coat. (note that roof at 10clear polymer over the conversion coat. (note that roof at 10° pitch)° pitch)

Source: Source: http://www.fielders.com.au/product.asp?http://www.fielders.com.au/product.asp?pID=4pID=4

Roof CladdingRoof CladdingThe roof cladding we have used for this warehouse is The roof cladding we have used for this warehouse is Colourbond WideKlip produced by Fielders. The width of Colourbond WideKlip produced by Fielders. The width of the cladding is 760 mm and requires no screws therefore the cladding is 760 mm and requires no screws therefore no screw holes. This type of cladding uses a clip system no screw holes. This type of cladding uses a clip system which allows for them to give a watertight guarantee. We which allows for them to give a watertight guarantee. We chose the lighter of the two choices which was 0.42 BMT in chose the lighter of the two choices which was 0.42 BMT in thickness, making the mass 4.55 kg/mthickness, making the mass 4.55 kg/m22. Below is a picture . Below is a picture of the WideKlip. For the natural lighting we have used UV-of the WideKlip. For the natural lighting we have used UV-Stabilised Commercial Grade Reinforced Translucent Stabilised Commercial Grade Reinforced Translucent Roofing, which is an economical product for natural Roofing, which is an economical product for natural lighting in a large enclosed area. It is also extremely lighting in a large enclosed area. It is also extremely flexible allowing it to meet unique variations of design flexible allowing it to meet unique variations of design criteria. Common applications for such a product are criteria. Common applications for such a product are things such as commercial and industrial developments, things such as commercial and industrial developments, institutional and other projects where long-term high institutional and other projects where long-term high quality lighting is required. We have chosen a thickness of quality lighting is required. We have chosen a thickness of 2.5 mm which makes its mass 3.66 kg/m2.5 mm which makes its mass 3.66 kg/m22..

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Topglass Topglass ALSYNITE NZ ALSYNITE NZ

LIMITEDLIMITED

WideKlip WideKlip FIELDERSFIELDERS

Guttering SystemGuttering System

We have chosen to use internal box guttering. We have chosen to use internal box guttering. The gutters are 150mm X 100mm stainless The gutters are 150mm X 100mm stainless steel square downpipes at 1800 lengths.steel square downpipes at 1800 lengths.

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Source: Source: www.fielders.comwww.fielders.com

Image: Image: Bunnings Bunnings Warehouse Warehouse Waurn Waurn Ponds. Ponds. Shows a Shows a boxed boxed guttergutter

Roller Doors & Exit DoorsRoller Doors & Exit DoorsPrevious NextHome

The type of roller door system we have chosen to use is the The type of roller door system we have chosen to use is the ‘industrial slat type shutter. The steel shutter is designed to ‘industrial slat type shutter. The steel shutter is designed to economically fulfill requirements of the client (us) and can be made economically fulfill requirements of the client (us) and can be made to custom size. Sizes for openings range from 900mm x 900mm to to custom size. Sizes for openings range from 900mm x 900mm to 6000mm x 6000mm.6000mm x 6000mm.

For our entrance doors we have opted to use a 6000mm X 6000mm For our entrance doors we have opted to use a 6000mm X 6000mm roller door system.roller door system.For the side access we have chosen a 3000mm X 3000mm roller For the side access we have chosen a 3000mm X 3000mm roller door setup.door setup.

We have chosen to have 5 exit doors in We have chosen to have 5 exit doors in our warehouse. By law, it is required our warehouse. By law, it is required that exits are provided at no more than that exits are provided at no more than 20 metres from any position in the 20 metres from any position in the warehouse.warehouse.(see Figure 1)(see Figure 1)

Figure 1.Figure 1.Previous NextHome

Door OneDoor One

Door ThreeDoor Three

Door TwoDoor Two

Door FourDoor Four

Door FiveDoor Five

GirtGirt Vertical supportVertical supportabove openingabove opening

Fire HydrantFire Hydrant Exit DoorExit Door

Layout of WarehouseLayout of WarehousePrevious NextHome

The proposed layout for shelving. We predict thatThe proposed layout for shelving. We predict thatby using a three shelf system we can storeby using a three shelf system we can storebetween 1100 and 1200 pellets.between 1100 and 1200 pellets.

doordoor

pelletpellet

SketchesSketchesPrevious NextHome

SketchesSketchesPrevious NextHome

Preposed bracing sections Preposed bracing sections

of warehouseof warehouse

Site LayoutSite LayoutPrevious NextHome

4. OFF-STREET CAR PARKING4. OFF-STREET CAR PARKING

REQUIREMENTSREQUIREMENTS

Council’s standards for the Council’s standards for the numbernumber

of off-street car parking spacesof off-street car parking spaces

required with developments arerequired with developments are

outlined below:outlined below:

Commercial Premises and Offices Commercial Premises and Offices 11

space per 35m2 of net floor area, space per 35m2 of net floor area, plusplus

1 space for Manager/Caretaker.1 space for Manager/Caretaker.

Industrial Development 1 space Industrial Development 1 space perper

70m2 of net floor area, with a70m2 of net floor area, with a

minimum of 3 spaces per unit.minimum of 3 spaces per unit.

5.4 Entry and Exit to Site5.4 Entry and Exit to Site

The driveways and on-siteThe driveways and on-site

arrangements are to be such thatarrangements are to be such that

vehicles drive in a forward vehicles drive in a forward directiondirection

entering and leaving the site.entering and leaving the site.

7. OTHER REQUIREMENTS7. OTHER REQUIREMENTS

7.3 Disabled Driver Car Parking7.3 Disabled Driver Car Parking

A minimum of 1 space per 100 carA minimum of 1 space per 100 car

spaces is to be made available forspaces is to be made available for

disabled driver car parking. If lessdisabled driver car parking. If less

than 100 spaces are provided then than 100 spaces are provided then atat

least 1 space is to be made least 1 space is to be made available.available.

This space is to be clearly marked This space is to be clearly marked andand

identified, and provided as close asidentified, and provided as close as

practicable to shop entrances. Thepracticable to shop entrances. The

width of the space is to be at least width of the space is to be at least 3.03.0

metres.metres.

7.4 Loading Bays7.4 Loading Bays

These shall have dimensions to These shall have dimensions to suitsuit

the type of vehicle servicing thethe type of vehicle servicing the

development, with absolute development, with absolute minimumminimum

dimensions of 6.0 x 3.0m.dimensions of 6.0 x 3.0m.

Warehouse SectionWarehouse SectionPrevious NextHome

GirtsGirts

180x75x5.0 CC 180x75x5.0 CC

Pad FootingPad Footing

1000 X 750d 1000 X 750d

ReinforcedReinforced

Concrete SlabConcrete Slab Slab ThickeningSlab Thickening

300 wide300 wide

ColumnsColumns

530UB92.4 530UB92.4

PurlinsPurlins

200 x 75 x 6200 x 75 x 6

‘‘C’ sectionsC’ sections

RaftersRafters

‘‘C’ sectionsC’ sections BracingBracing

30mm rod bracing30mm rod bracing

SHOWROOMSHOWROOM

Concrete Slab for Concrete Slab for ShowroomShowroom

We have chosen to use the same We have chosen to use the same concrete slab system for the concrete slab system for the showroom. We did this because this showroom. We did this because this system is high in strength and system is high in strength and ensures there will be no ground ensures there will be no ground movement or foundation movement. movement or foundation movement.

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Grid system and Layout for Grid system and Layout for ShowroomShowroom Previous NextHome

Portal frame for showroomPortal frame for showroom

The sizes of the members for the showroom are as follows:The sizes of the members for the showroom are as follows:-Columns 310UC158-Columns 310UC158-Beams (bearers) 310UB46.2-Beams (bearers) 310UB46.2-Beams (roof) 310UB46.2 -Beams (roof) 310UB46.2 -Floor joists 240mm X 45mm. -Floor joists 240mm X 45mm. -WideKlip roofing 10 degrees roof pitch-WideKlip roofing 10 degrees roof pitch

Tasmanian oak wooden strip flooring 19mm thick flooring Second storey floor- Tasmanian oak wooden strip flooring 19mm thick flooring Second storey floor- For theFor the

second storey floor we have decided to use strip, the wood we chose was second storey floor we have decided to use strip, the wood we chose was Jarrah, which is aJarrah, which is a

dark red brown hardwood. The reason we chose this wood was because it is dark red brown hardwood. The reason we chose this wood was because it is appealing to theappealing to the

eye and it had to be a hardwood, so that it would resist any abrasion to its eye and it had to be a hardwood, so that it would resist any abrasion to its surface from thingssurface from things

like chairs, etc.like chairs, etc.

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Portal, Bracing and Bolt Portal, Bracing and Bolt SpecificationsSpecifications

We are using the same bracing We are using the same bracing and bolt specification as the and bolt specification as the warehouse warehouse

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Examples of ShowroomsExamples of ShowroomsPrevious NextHome

Image: Rex Gorrell Ford. Shows the frontImage: Rex Gorrell Ford. Shows the frontentrance into the showroom. All ‘glassentrance into the showroom. All ‘glassfront.’front.’

Image: Rex Gorrell Ford. ShowingImage: Rex Gorrell Ford. Showingalternate entrance into building.alternate entrance into building.

Examples of ShowroomsExamples of ShowroomsPrevious NextHome

Image: Rex Gorrell Ford. Glass sectionsImage: Rex Gorrell Ford. Glass sectionsSupported by aluminium. Clean view Supported by aluminium. Clean view

insideinside

Image: Reece Plumbing showroom.Image: Reece Plumbing showroom.Showing large spaning windows leavingShowing large spaning windows leavingplenty of room inside to see.plenty of room inside to see.

Envelop System: Tilt-up Envelop System: Tilt-up ConcreteConcrete

We are using the same envelop system for the showroom as the warehouse. We are using the same envelop system for the showroom as the warehouse. We decided this in order to keep the same theme.We decided this in order to keep the same theme.There are only2 differences, we are using a whole glass front section and There are only2 differences, we are using a whole glass front section and for the walls, we decided to use Custom Blue Orb-Lysaght. for the walls, we decided to use Custom Blue Orb-Lysaght.

We have chosen to use frameless glass doors and assemblies, this will allow We have chosen to use frameless glass doors and assemblies, this will allow us to maximise our retail exposure on the ground floor, as this is where the us to maximise our retail exposure on the ground floor, as this is where the showroom is. We are using toughened glass in panes of 2500mm X showroom is. We are using toughened glass in panes of 2500mm X 3500mm for the showroom front. The toughened glass can be realised with 3500mm for the showroom front. The toughened glass can be realised with minimal fixing and support structure. The strength of the glass allows minimal fixing and support structure. The strength of the glass allows larger clear spans with minimum fixings, the fixings we are using are larger clear spans with minimum fixings, the fixings we are using are aluminium patch channel fittings. These are bolted to the concrete slab aluminium patch channel fittings. These are bolted to the concrete slab and the external I-beams. and the external I-beams. The glass we are using is Pilkington Armourfloat 12mm thick that is The glass we are using is Pilkington Armourfloat 12mm thick that is toughened safety glass and tinted in accordance with AS2208. toughened safety glass and tinted in accordance with AS2208.

Custom Blue Orb-Lysaght is a material which basically looks like Custom Blue Orb-Lysaght is a material which basically looks like corrugated sheeting. This cladding goes on top of the Clayco tilt-up. The corrugated sheeting. This cladding goes on top of the Clayco tilt-up. The Clayco Tilt-up only goes up to a level of 7 metres, but in the section left Clayco Tilt-up only goes up to a level of 7 metres, but in the section left over from the roof pitch we are using the Custom Blue Orb-Lysaght. The over from the roof pitch we are using the Custom Blue Orb-Lysaght. The BMT (Bare Metal Thickness) is 0.60 colour bond 4.64 kg/m, the total weight BMT (Bare Metal Thickness) is 0.60 colour bond 4.64 kg/m, the total weight being 6.09 kg/m2. Covers either 608 mm or 762 mm spans, in whatever being 6.09 kg/m2. Covers either 608 mm or 762 mm spans, in whatever length required.length required.

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Roof Cladding & Guttering Roof Cladding & Guttering SystemSystem

The roof cladding we are using is also the same as the The roof cladding we are using is also the same as the warehouse. This was since there wasn’t any real need to warehouse. This was since there wasn’t any real need to change cladding types.change cladding types.

We also can keep the same guttering system.We also can keep the same guttering system.

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Topglass Topglass ALSYNITE NZ ALSYNITE NZ

LIMITEDLIMITED

WideKlip WideKlip FIELDERSFIELDERS

Showroom FinishShowroom Finish

For the inner walls of the showroom, we will be For the inner walls of the showroom, we will be creating stud walls in between the columns with 60mm creating stud walls in between the columns with 60mm fibreglass insulation and then a 10 mm plasterboard fibreglass insulation and then a 10 mm plasterboard wall. We aren’t setting up where the actual offices will wall. We aren’t setting up where the actual offices will be situated, we are only doing the interior perimeter be situated, we are only doing the interior perimeter and facilities such as toilets, kitchens, etc.and facilities such as toilets, kitchens, etc.

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Showroom SectionShowroom SectionPrevious NextHome

Bearers (beams)Bearers (beams)

310UB46.2 310UB46.2

Pad FootingPad Footing

1000 X 750d 1000 X 750d

ReinforcedReinforced

Concrete SlabConcrete Slab Slab ThickeningSlab Thickening

300 wide300 wide

ColumnsColumns

310UC158 310UC158

Roof BeamsRoof Beams

310UB46.2310UB46.2 Toughened Glass in panes ofToughened Glass in panes of

2500mm X 3500mm2500mm X 3500mm

ReferencesReferences

Lysaght broacherLysaght broacherhttp://www.fielders.com.au/product.asp?pID=4http://www.fielders.com.au/product.asp?pID=4http://www.tilt-up.org/http://www.tilt-up.org/http://www.ul.ie/%7Egaughran/Gildea/page8.htmJeremy Ham’s Lecture notes.Jeremy Ham’s Lecture notes.www.onesteel.comwww.clayco.comwww.pikington.com.au

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