Transcript Slide 1

Project 251
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Team nikaed
geelong
Ashley mcfarlane
Jonathan kok
Yijie huang
Sian chyun lee
N/A
Project 251
Proposed site
building permits
sites visits
architectural design
final design
SITE PLAN
FLOOR PLAN
STRUCTURAL
-PARKING/OFF-SET
-General layout
-Warehouse and showroom
-RETAINING WALL
-Services/exits
-Mezzanine flooring system
-Fire-rating door
-Pallets layout
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Proposed site
TEAM TO
UNDERTAKE
THE
DESIGN AND DOCUMENTATION
OF AND
A
TEAM TO UNDERTAKE
THE
DESIGN AND
DOCUMENTATION
OF A WAREHOUSE
OFF ICE COMPLEX
WAREHOUSE
AND
OFFICE COMPLEX
GRUNGE ROAD,
OFF GRUNGE ROAD,
GEELONG
VICTORIA.REVIEW
OFOFF
STRUCTURAL
SYSTEGEELONG
MS APPROPRIATW FOR
VICTORIA.
WAREHOUSE AND
OFFICE SPACES.RECOMMENDATION OF APPR OPRIATE STRUCTURAL FOR THE
PROJECT.REVIEW OF ENVELOPE SYSTEMS APPROPRIA TE FOR BOTH WAREHOUSE AND OFFICES
REVIEW OF STRUCTURAL SYSTEMS APPROPRIATE FOR WAREHOUSE
SPACES.RECOMMENDATION OF APPROPRIAT E ENVELOPE SYSTEMS FOR THE PROJECTINDICATIVE
AND OFFICE SPACES.
STRUCTURAL SECTIONS AND SIZ ES FOR ELEMENTS OF WAREHOUSE AND OFFICE
RECOMMENDATION
APPROPRIATE
STRUCTURE
SYSTEMON
FOR THE
BUILDINGS.INFORMATION
ON SPAN, OF
SPACING,
MEMBER
SZIE AND LOADING
PROJECT.DESIGN LAYOUT OF BUILDING PROPOSAL, BUUILDING PLANNING, PLANS AND
STRUCTURESCHEMATIC
SECTION TEAM TO UNDERTA KE THE DESIGN AND DOCUMENTATION OF A WAREHOUSE AND OFF ICE
REVIEW OF ENVELOPE SYSTEMS APPROPRIATE FOR BOTH
COMPLEX OFF GRUNGE ROAD, GEELONG VICTORIA.REVIEW OF STRUCTURAL SYSTE MS
WAREHOUSE AND OFFICE SPACES.
APPROPRIATW FOR WAREHOUSE AND OFFICE SPACES.RECOMMENDATION OF APPR OPRIATE
RECOMMENDATION
OF APPROPRIATE
ENVELOPE
SYSTEMS
FORTE
THE
STRUCT URAL FOR
THE PROJECT.REVIEW
OF ENVELOPE
SYSTEMS
APPROPRIA
FOR BOTH WA
PROJECTSPACES.RECOMMENDATION OF APPROPRIAT E ENVELOPE SYS TEMS FOR
REHOUSE AND OFFICES
THE PROJECTINDICATIVE STRUCTURAL SECTIONS AND SIZ ES FOR ELEMEN TS OF WAREHOUSE AND
INDICATIVE STRUCTURAL SECTIONS AND SIZES FOR ELEMENTS OF
OFFICE BUILDINGS.INFORMATION ON SPAN, SPACING, MEMBE R SIZE AND LOADING ON
WAREHOUSE AND OFFICE BUILDINGS.
STRUCTURESCHEMATIC DESIGN LAYOUT OF BUILDING PROP OSAL, BUUILDING PLANNING, PLANS
INFORMATION
ON SPAN,
MEMBER
SIZE AND LOADING
ON
AND SECTION TEAM
TO UNDERTAKE
THESPACING,
DESIGN AND
DOCUMENTATION
OF A WAREHOUSE
AND OFF
STRUCTURE
ICE COMPLEX OFF
GRUNGE ROAD, GEELONG VICTORIA.REVIEW OF STRUCTURAL SYSTE MS
APPROPRIATW FOR WAREHOU SE AND OFFICE SPACES.RECOMMENDATION OF APPR OPRIATE
SCHEMATIC DESIGN LAYOUT OF BUILDING PROPOSAL, BUILDING
STRUCTURAL FOR THE PROJECT.REVIEW OF ENVELOPE SYSTEMS APPROPRIA TE FOR BOTH
PLANNING, PLANS AND SECTION
WAREHOUSE
AND OFFICES SPACES.RECOMMENDATION OF APPROPRIAT E ENVELOPE SYSTEMS FOR
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THE
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Building permits
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Sites visits
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Architectural design
Phase 1
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Architectural design
Phase 2
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ARCHITECTURAL DESIGN PAGE
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Architectural design Final design
Phase 3
plan
Front elevation
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end elevation
ARCHITECTURAL DESIGN PAGE
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Site plan
CLICK HERE
-PARKING/OFF-SET
-RETAINING WALL
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PARKING/OFF-SET
The design requirements for the
car parking spaces was
determined from the information
required from the planning code
of victoria. The planning
documents were supplied by
chakir design and planning. We
have used the minimum car
dimensions of 2.6M X 4.9M.
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PARKING/OFF-SET
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PARKING/OFF-SET
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RETAINING WALL
• The retaining wall is used around the perimeters
of the site. This system is to be a pre-cast concrete
panel wall, with screenings and a bitumen DPC’s.
We have also chosen an agricultural pipe and
electric pump for drainage purposes. Refer to
detail. (courtesy of Fallaw & associates engineers)
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Floor plan
CLICK HERE:
-General layout
-Services/exits
-Fire-rating door
-Pallets layout
Our floor plan is based on a grid system to indicate the location of the external
columns. We have used spacings of 9000 by 6000 maximum centers to columns.
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General layout
Consideration was
made on
determining the
pallet and storage
layout. This was the
first design strategy
taken into account.
The colored bars
shown on plan
indicates the
minimum
requirement for
access and
storage.
Driving lane
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Pallet
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Services/exits
The exits allocated
conforms to the building
code of Australia under
the section; provisions of
escape.
According to the building
code, the warehouse is
classified as a class 7(b)
and needs a path of
travel, not further than
20m to the nearest exit.
To conform to the code,
we allocated 4 exits in the
warehouse of a width of
2m
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The showroom and mezzanine, which is a
building of class 5, has 2 exits on each level
allocated of 1m in width.
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Services/exits
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FLOOR PLAN PAGE
Fire-rating door
Refer to AS 1905.1: 1997
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FLOOR PLAN PAGE
Fire-rating door
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Pallet layout
Factors in determing style and size of pallet
•Size of the carrier in shipping and receiving
•Size and weight of items
•Dimension of floor space
•Type of equipment used (forklift)
•Slave pallet versus nonslave pallets consideration
•Cost, supply and maintenance
•Aisle widths, door sizes and height clearances
Pallets sizes-24 x 32 in.
42 x 42 in.
-32 x 40 in.
48 x 40 in.
-32 x 48 in.
48 x 48 in.
-36 x 36 in.
48 x 60 in.
-36 x 42 in.
48 x 72 in.
-40 x 48 in.
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Pallet layout
The pallet layout of warehouse depends on the physical structure
and location of the receiving and shipping departments. There is no
single fixed path over which all parts and materials are moved. It is
not possible to define a single material flow pattern that would be
ideal for a storage facilities. Lifting equipment for example an forklift
play an important part in material moves that define the flow
pattern. Optimum Floor planning by destining departments with the
most frequent interchange of parts to be placed next to one
another.
Proposed pallet layout
-3.6 meter minimum driving space for forklift
-2 access lanes
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structural
Click on image to play/halt the animation.
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structural
Roof truss and rafter systems
wall systems
Mezzanine floor
Footings and retaining wall
Please Click on Headings to Link:
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Warehouse and showroom
Roof truss and rafter systems
There are two systems which we investigated. The first system was based on a curved
rafter portal frame. We found the standard portal frame rafters were a cheaper and less
labor intensive. However a more expensive truss system was chosen for aesthetic
reasons. The factors that determine the cost of producing these trusses is based on
the cost of specialist labor needed to pre-fabricate the trusses off-site. Welding is
common in this form of pre-fabricated system therefore production cost is much more
expensive.
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Roof structure system
THERE ARE THREE TYPES OF CLADDING WHICH WE HAVE
CHOSEN FOR THIS PROJECT.
•LBI KLIP-LOK WILL BE USED FOR THE ROOF SHEETING. IT
IS READILY AVAILABLE AND SUITABLE FOR WAREHOUSE
APPLICATIONS. KLIP-LOK DECKS ARE AVAILABLE FACTORY
CUTS TO LENGHTS OF 10MM INCREMENTS UP TO
15000MM INCREMENTS.
• LBI CUSTOM ORB WAS CHOSEN FOR THE WALL
CLADDING WHICH IS SITUATED AT THE SIDES OF THE
TRUSSES. THIS SYSTEM IS A CORRIGATED
ZINC/ALUMINIUM ALLOY-COATED STEEL SHEET AND
COMES IN MANY COLOURS. THE CONECTIONS USED FOR
THE CUSTOM ORB CLADDING CAN BE BOUGHT OFF THE
SHELF FROM LOCAL HARDWARE STORES. AVAILABLE IN
STOCK LENGHTS UP TO 9000MM OR FACTORY CUT TO
LENGHTS IN 10MM INCREMENTS. LONGER LENGHTS CAN
BE SUPPLIED.
• LBI PANEL RIB CLADDING WAS USED FOR THE REST OF
THE PORTAL FRAMED WALLS, AND PROVIDES A
DIFFERENT PROFILE TO THE CUSTOM ORB SHEETING.
PANELRIB IS AVAILABLE IN STOCK LENGHTS FROM 1200
TO 5000MM OR CUSTOM CUT TO LENGHTS UP TO 6500MM,
LONGER LENGHTS SUBJECT TO ENQUIRY.
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Roof structure system
TWO TYPES OF GUTTERING SYSTEMS CAN BE
USED FOR THIS PROJECT
• SHEER LINE & TRIM LINE GUTTER PROFILES ARE
SUITABLE FOR ALL TYPES OF ROOFS.
• AS A GUIDE TABLE A GIVES EXAMPLES OF
MAXIMUM LENGTH SHEET RUNS FOR VARIOUS LBI
SHEET RPOFILES. THE SHEET RUN IS THE TOTAL
LENGTH OF ROOF SHEETING OR EXPANSION
JOINTS THAT MAY BE INCLUDED IN THE ROOF
STRUCTURE.
• AS A GUIDE TABLE B CALCULATES RAINFALL
INTENSITIES FOR SELECTED LOCATIONS. REFER
TO VICTORIA IN TABLE B
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Roof structure system
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Roof structure system
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Roof structure system
Refer to: Lysaght Purlins & Girts User’s
Manual: NSW
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Roof structure system
•Economical alternative to timber roof battens.
•Storage, carrying and handling are eaiser as they nest together.
•Quicker and easier to install
•Eliminating the time-consuming process of cutting to length.
•Consistent straightness aid alignment and fastening is quick and easy.
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wall structure system
WE HAVE CHOSEN PRE-CAST
CONCRETE PANELS TO BE ERRECTED
BETWEEN THE SHOWROOM AND
WAREHOUSE AREAS. THE PANELLING
WIDTH WILL BE 200mm AND WAS
CHOSEN TO PROVIDE ADEQUATE FIRE
RATING. THIS PRODUCT CAN BE
RENDERED OR POLISHED. CONCRETE
WALLS CAN BE CUSTOMIZED WITH
DESIRED AESTHETIC PATTERNS ADDED
TO THE CONCRETE PANEL BEFORE
CURING.THIS PRODUCT CAN BE CAST
ON-SITE WHICH SAVESON
TRANSPORTATION, COSTS, AND
LABOR. HOWEVER THE FINISHED
SURFACE MAY NOT BE AS
COMPARABLE TO PRE-CAST OFF-SITE.
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wall structure system
bracing
BRACING WILL BE USED ON THE
LAST BAY OF THE WALL AND
ROOF. CROSS BRACING IS USED
TO HOLD THE RAFTER AND
COLUMNS TOGETHER TO
SUPPORT THE STRUCTURE
AGAINST WIND LOADS.
Refer to AS 4055 and AS 4055amd1
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wall structure system
bracing
EXAMPLES OF BRACING CONNECTIONS
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Showroom/offices
The show room is designed for universal
displacement. It has a totally opening entrance with
large shade less window which could provide
sufficient sunlight. The backwards of the show room
provides a lunch area and universal access toilets
For office workers and front desk sales. With a 2.8m
width fire rating doors, It connected the showroom to
the ware house.
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footing system
•The proposed site soil
classification is CLASS M
•pad footing to be used under all
load bearing wall and column.
Refer to:
SECTION OF TYPICAL PAD FOOTING DETAIL
AS 2870
AS 2870s1
AS 2870amd1
AS 2870amd2
AS 2870amd3
AS 2870amd4
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Mezzanine flooring system
THE MEZZANINE FLOOR PROVIDES OFFICE SPACE WHIICH CAN BE ARRANGED TO ITS
DESIRED CONFIGURATION. BASIC AMENITIES AND SANITARY SPACES HAD BEEN
ALLOCATED BASED ON THE STANDARDS OF THE BUILDING CODE, IN THE ASPECTS OF
PROVISIONS FOR ESCAPE, AND STANDARD BUILDING CLASS REQUIREMENTS. THE
ISSUE OF UNIVERSAL ACCESS HAD ALSO BEEN ADRESSED WITH THE FITTING OF
HANDICAP TOILETS, AND AN ELEVATOR SERVICE. FOR SAFETY REQUIREMENTS, TWO
EXTERNAL STAIRS IS PROVIDED LEADING TO THE GROUND LEVEL.
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STRUCTURALLY, THE MEZZANINE
COMPRISSES COLUMNS WHICH ARE
LOCATED BASED ON GRID SYSTEM
WHICH DETERMINES THE ENTIRE
STRUCTURE’S COLUMN PLACEMENT.
30mm THICK STRUCTAFLOR
PLYWOOD STRIPFLOORING HAD
BEEN CHOSEN TO BE THE MAIN
FLOOR CLADDING, WITH FLOOR
JOISTS SPACING OF 450mm. THE
BEARERS, WHICH SPANS 5400mm
HAD BEEN LOCATED TO ACHIEVE THE
MAXIMUM ALLOWABLE SPAN
DISTANCE.
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CLICK ON CHART TO
ACCESS PDF FILE
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SELECTION OF THE MEMBERS WAS BASED ON THESE TABLES ABOVE WITH THE CONSIDERATION STRUCTURAL PAGE
OF MAINTAINING THE BALANCE OF PRESENTABLE SIZES IN TERMS OF AESTHETICS, AND
ACHIEVING MAXIMUM SPAN DISTANCE IN THE STRUCTURE.
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Credits
AISC, Australian Institute of Steel Construction Handout
Bluescope Lysaght
http://www.lysaght.com
CCH Australia Limited. Australia Building Codes Board (1996). Building Code of Australia 1996 – Volume One and Two
http://www.abcb.gov.au
Chakir Design and Planning
Email: [email protected]
City of Greater Geelong City Council
http://www.geelongaustralia.com.au
DuraGal Mezzanine Flooring System
D. R. Sule (1988). Manufacturing Facilities, Location, Planning and Design. USA: PWS-KENT Publishing Company
FIRE PROTECTION ASSOCATION AUSTRALIA
http://www.fpaa.com.au/Passive/passive.html
James A Tompkins and John A. White (1984). Facilities Planning. USA: John Wiley & Sons, Inc.
MINESCO PTY LTD 14 -18 Reid St Ardeer 3022, (03) 8361 8150
John Lysaght (1985). Lysaght Referee (27TH ED). Wollongong, NSW: Mercury Tradeset.
The Planning Code of Australia
Particular Provisions – Clause 52.06
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