Assignment title: Information
CSM80001 Project Costing - Assignment #1 – 2016 Estimate Quantity Take-off:
2016_CSM80001 Assign #1 BofQ-Rev 2.xlsx.docx
Page 1 of 6 ©Australian Project Costing Society
Assignment #1 – Bill of Quantity take off:
Your manager has asked you to measure the following quantities from the drawings supplied and
prepare them in a Bill of Quantities format. The purchasing department will then obtain material
prices for the items that you have measured.
The assignment requires measure of the works to 'lock up' stage. 'Lock Up' stage includes
earthworks, foundations, concrete slabs and carparks, steelwork, precast concrete walls, roof
cladding, external doors and windows. That is, works sufficient to make the building weathertight
and secure.
Your manager is preparing the requirements for the following tasks and they are not to be included
in your materials take-off. The items that he is measuring will be provided later with some listed as
Provisional Cost (PC) items.
Preliminaries, mobilisation, site establishment, survey and demobilisation
Utilities and Fitout - including internal stud walls, internal doors, Sanitary Plumbing (i.e.
above floor level), Electrical power and lighting, data and telephone (other than supply
conduit from underground cables in the street), Carpentry, Plastering, Tiling and Painting.
Landscaping
Site Visit Notes:
You have visited the site and made the following notes:
Site generally slopes from east to west with features shown on the existing conditions
drawing S16001. The site is covered by scrubby bushes and rubbish (estimated at about 5
m3). Topsoil (100mm deep).
Approx. 100 mm of topsoil a is to be excavated from the whole site, some to be retained on
site (Refer drawing A16001) and the remainder carted to the local Council depot.
Sections of the 1500 wide x 100 thick concrete footpaths are to be removed for the driveway
crossovers where indicated on the drawings. Breakout and cart concrete to recycle crusher.
The steel framed shed is to be dismantled and 5m x 8m reinforced concrete floor slab to be
broken out and carted to recycle crusher. Quote received from "Men's Shed" to dismantle
and remove the structure with salvage value $1,250. List as a line item in your estimate.
Roofing to both warehouse and office is Spandek zincalume roof sheeting. Client has
supplied a quotation from "Hi-n-Dri Roofing" to supply and install roofing, gutters, flashing
and downpipes for $ 82,650. List as a provisional cost item.
Electricity, Gas, Telecoms, Water supply, Sewerage, and Drainage:
o Electricity: 415V Electrical cable supply available from underground cable on North
side of Kona Court adjacent to South property boundary. Supply to run to
distribution box on warehouse wall. Client has provided quote from "Live Wire
Electrics" for $28,750 for electric cabling. List this in BofQ as a provisional cost.
o Gas: No gas supply required for this project.
o Telecom and data cabling from street pit to distribution board in office. You have
obtained a quotation from "DataStream" for $7,500. List in BofQ as a subcontract
cost item.CSM80001 Project Costing - Assignment #1 – 2016 Estimate Quantity Take-off:
2016_CSM80001 Assign #1 BofQ-Rev 2.xlsx.docx
Page 2 of 6 ©Australian Project Costing Society
o Water: 150 dia. water main runs past the property on East side of Bilby Street. Client
has supplied quote from "Pronto Plumbing" for $21,500 to supply and install 100 dia
water supply and fireservice main. List as a provisional cost.
o Sewerage: Tap into 230 dia sewer in Bilby Street and install 150 dia sewer to office
with 100 dia branches to toilet, basin and sink wastes. You have obtained a quote
from "Trevor Brown Plumbing" for $8,750. Include as a subcontract line item in
BofQ.
o Stormwater Drainage: Existing 600 dia stormwater drain along North side of Kona
Court. Allow in estimate for pits with heavy duty pit covers to take truck traffic.
Client has provided a price from "Able Drainage" for $42,460 to supply and install.
List as provisional cost.
Site establishment will require temporary amenities (chemical toilets with regular pump out
etc.), a site office and change/crib room with temporary power and water connections.
Footpath protection at vehicle entry and temporary fencing to the street frontages. The site
office can be located near the west property boundary but will need to be relocated when
parking areas in front of the building are being concreted.
Construction traffic access and parking will require 75mm hardstanding during construction.
A separate vehicle crossover to the footpath, with timber plank protection for construction
traffic, will be required prior to the new driveway crossover being built. Allow an area of
15m x 15m on West boundary of Bilby Street for construction hard standing.
Specification for this work:
The scope of work that you are to measure for this assignment is for the construction of building
works to 'lockup' stage for a precast concrete wall and steel framed warehouse and office building.
The works include earthworks and drainage (with sewer, stormwater and conduits for services),
reinforced concrete floor slab to warehouse and office, concrete apron and car park. Steel portal
frames, bracing and steel purlins, precast concrete walls to warehouse and office and electrically
operated roller shutter doors to warehouse. Metal roof decking including, flashings, gutters and
down pipes connected at floor level to storm water drains.
With the exception of the toilet amenities area, electrical power, telecom and data supply to
warehouse, the internal works and finishing trades to the office will be by others.
Specification Details:
Clear existing structures, foundations vegetation & rubbish from site and cart to tip.
Survey and set out the site works.
Excavate 100mm of topsoil from the whole site, store selected topsoil for landscaping as
required, and cart excess clean fill to Council depot.
Retain on site sufficient top soil to place and lightly consolidate it to 350 mm depth over
landscaped lawn area
Excavate natural ground (sandy clay) material on site uniformly under warehouse, office,
truck apron and carparks to underside of crushed rock base course.
Cart excavated material other than topsoil to spoil.
Compact exposed sandy clay subgrade to 95% modified ASSHO with smooth vibrating steel
rollers.
Supply and install water supply, sewer and underground electrical and stormwater to detail.CSM80001 Project Costing - Assignment #1 – 2016 Estimate Quantity Take-off:
2016_CSM80001 Assign #1 BofQ-Rev 2.xlsx.docx
Page 3 of 6 ©Australian Project Costing Society
Supply, install and compact to 200mm thickness of size 20mm fine crushed rock (FCR) to the
underside of all concrete slabs.
Supply and install reinforcing mesh and holding down bolts.
Supply and install 30 Mpa concrete to footings and edge beams.
Supply and install steelwork for portal frames, associated bracing and purlins to warehouse.
Supply and install 150mm Precast Concrete wall panels to Warehouse and 125mm panels to
Office.
Supply and install steelwork for steel beams, purlins and associated bracing to office.
Supply and install roof sheeting, gutters, flashing and downpipes to warehouse and office.
Supply and install electrically powered roller shutter doors to warehouse.
Supply and install 30 Mpa concrete to floor slabs, car parks and driveway crossovers.
Supply and install external Aluminium framed windows and entrance door glazing to office.
The following are excluded from your take-off at this time:
o Electrical power reticulation and lighting installation to warehouse and office.
o Data and telephone cabling from distribution board to warehouse and office.
o Office and amenities fitout including timber stud walls, internal doors and tiling to
toilets and passage areas.
o Toilet cubicle partitions, WC's, urinals, basins, tapware, mirrors and all above floor
plumbing pipes and fittings.
Drawings:
Drawing No. Title
Survey
S 16001 Existing Conditions - (Survey Plan)
Architectural
A 16001 Floor Plan & Car Parks - Warehouse/Office
A 16002 Roof Plan - Warehouse/Office
A 16003 Elevations - Warehouse/Office
Civil/Structural
C 16001 Footing & Floor Slabs Warehouse /Office
C 16002 Structural Steel Plan - Warehouse/Office
C 16003 Drainage & Services Plan - Warehouse/Office
C 16004 Sections - Warehouse/Office
C16005 Footing Details - Warehouse/Office
Purpose and Methodology of the Quantity Take-off
The purpose of this quantity take-off is to measure quantities for a Bill of Quantities (BofQ) that will
be suitable to obtain consistent subcontract prices for the various sections of the works. The BofQ
also enables progress payments to be made for listed work that has been completed.
The purpose of this assignment to:
Gain an understanding of the items to be measured and catalogue them in a systematic and
comprehensive manner, in accordance with AS1181-1982 'Method of measurement of civil
engineering works and associated building works'.CSM80001 Project Costing - Assignment #1 – 2016 Estimate Quantity Take-off:
2016_CSM80001 Assign #1 BofQ-Rev 2.xlsx.docx
Page 4 of 6 ©Australian Project Costing Society
Ensure all aspects of the scope of works for the project are included in the take-off.
Gain an awareness of the level of detail required to accurately estimate the extent of works
to build the project
The following quantities will be aggregated for the purpose of obtaining subcontractor prices:
Concrete quantities will be assumed to include formwork, reinforcing steel (rebar). The
description you develop for the line item should make it clear that formwork and rebar are
included. You will not be required to measure these separately.
The calculated weight of each item of Structural steelwork will include all necessary
fabrications (structural profiles, plates, cleats etc.) that form part of the item being
measured
The area of roof plumbing to be measured shall cover the whole area of the roof and be
described to include roof sheeting, flashings, gutters and downpipes. You do not need to
measure gutters, flashings or downpipes separately for this assignment.
Hint: As a guide in the preparation of this quantity take-off you should expect to measure
approximately 30 various quantity items grouped under some 5 category sub headings. This may be
quite time consumming, so make sure you make an early start on this assignment.
ASSIGNMENT #1 SUBMISSION REQUIREMENTS
1. Presentation of your Assignment submission
This assignment is to be submitted with an assignment cover sheet followed by the BofQ and
supporting calculations, stapled at the top left hand corner. DO NOT bind the submission or put it in
a fancy cover or plastic sleeves. (Refer to Blackboard for form of assignment cover sheet).
2. Quantity Take-off and Australian Standard for Measurement of Civil Works
You are to measure the quantities for the items listed in the drawings and described in "Assignment
#1 – Bill of Quantity take-off"
Your Bill of Quantities will have the following header on each page:-
Item Description Quantity Unit Rate Amount
Assignment #1 requires a quantity take-off which is a measure of quantities & units only (Except for
PC items and firm quotations as detailed above). The 'Rate' and 'Amount' columns will remain
blank, to be calculated at another time.
The description of each item in the Bill of Quantities list is required to be in the form of a brief
description that includes a clear explanation of the task in the form of 'noun and verb' for the
measured items.
e.g. 'Supply and install 900 x 900 precast concrete stormwater pit…etc.(with other
information identifiers such as location and/or details specific to that particular item etc.)
Refer to Australian Standard AS1181-1982 'Method of measurement of civil engineering works and
associated building works' for the rules about how to do a quantity take off. A sample extract from
the standard has been supplied for your reference.
Students will need to refer to the whole standard available from the Swinburne Library web page;
select Databases/Standards/Australian Standards/ and search on "AS 1181".CSM80001 Project Costing - Assignment #1 – 2016 Estimate Quantity Take-off:
2016_CSM80001 Assign #1 BofQ-Rev 2.xlsx.docx
Page 5 of 6 ©Australian Project Costing Society
Note: There is a limit of four users logged on at any one time to the Standards Australia
website. If you download the AS1181 .pdf file and save it to flash drive it will remain readable
for 48 hours. If you copy the .pdf file and paste it to a Word document the format will be poor
and you are required by Copyright Law to limit that content to a maximum of 10% of the
document. The best approachis to print out the Standard in notebook form (2 to a page and
double sided) for your ongoing reference.
You are to prepare the materials take-off measurement in the above BofQ format. The calculations
are to be in an 'Excel' spreadsheet model with quantities referenced to the 'Quantity' column for the
appropriate items in the Bill of Quantities.
Print out your Bill of Quantities results and calculations spread sheets and submit them in hard copy.
All calculations must be done on the spreadsheet. Hand sketches, if needed, can be scanned and
inserted as a JPEG picture in the Excel spread sheet.
Where an item is not fully detailed on the drawings you are expected to estimate by scaling off the
drawing and/or assuming a sensible value.
The spreadsheet file name that you create for this assignment is to have your student ID number
included in the file name.
3. Tips for setting up the Bill of Quantities:
The AS1181 standard gives you the sequence for listing the trades in the Bill of Quantities (BofQ), the
units and what goes where. It also indicates what should be measured and how to group various
types of work.
The standard is 53 pages and you will need to be selective about the degree of detail that you use. In
this instance, i.e. for this assignment you do not need different strengths of concrete, so find the
sections and part(s) that you need.
Set out your calculations in the quantities calculations spread sheets in the same sequence as you
intend the BofQ to appear. Setup your 'Excel' spreadsheet targetting the calculation results (with
relative and absolute cell addresses) to the BofQ table so that if you change a quantity the result
automatically adjusts in the BofQ. This makes it less likely for you to make a mistake than transfering
the numbers manually.
As the first step, set out the headings, sub-headings and line descriptions of the BofQ using AS1181
(and information herein) as a guide and then use this as the template for your calculation sheet.
Group like tasks under suitable subheadings in the BofQ so that those sections of the BofQ can be
used to obtain subcontractor prices for their area of work e.g. all steelwork grouped under
'Structural Steel'.
Some general instructions from Section 1.3 of AS1181, page 5-7, "General Principles"
AS1181 Ref. Simplified description, paraphrased (Not complete; check AS1181 for yourself!)
1.3.3 (a) Put minor items with major in the description e.g. 'Supply & Install door complete
with door furniture'
1.3.3 (b) Put similar items together… i.e. where the cost (labour & material) are related and
the unit of measure is the same then include them in the same line item.
1.3.3 (i) Fixed duration tasks or fixed cost items are always kept separate from quantity
based items.
1.3.3 (ii) Components built together should be grouped together. i.e. try to measure a task
(line item) the the way you would build it.CSM80001 Project Costing - Assignment #1 – 2016 Estimate Quantity Take-off:
2016_CSM80001 Assign #1 BofQ-Rev 2.xlsx.docx
Page 6 of 6 ©Australian Project Costing Society
1.3.3 (iii) Divide the project into its major subdivisions and then by trade or subcontract
within each subdivision, e.g. Excavation: Cut, Fill, Cartage to spoil etc.
1.3.4 Where location is significant group minor trades together under one heading.
1.3.3 (iv) Subtotal quantities that are built in different locations or stages of construction
1.3.8 Dimensions always Length x Width x Height.
1.3.9
Table 1.1
Rounding UP rules for quantities <10 & >10 & units m, m2, m3, t
Significant figures in the BofQ line items and totals
4. Date, Time and Location for Assignment Submission
The assignment is to be submitted in both hard copy and electronic format by the due date.
Hard copy to be delivered to the CSM80001 mailbox located on Level 7 of the ATC building
Mailbox: CSM80001 Project Costing
Location: ATC building, Level 7 Mailboxes (bottom right)
Closing time: 10:30 am, Monday 22 August, 2016
Electronic copy to be submited via the 'Assignment' section on Blackboard before the
closing time.
Note:
1. This assignment is to be all your own work. Refer to the Unit Outline for this subject and
student notices on Blackboard regarding plagiarism and unfair advantange. In particular, if
you copy another students work, or if you allow another student to copy your work, even
with modifications, then both of you risk being penalised by loosing some or all of your
marks in addition to other consequences that may be imposed upon you.
2. The quality of the work that you produce is important and setout and logical presentation of
this assignment will be marked.
3. The content of the electronic copy must be identical to the hard copy. You will be marked
on the hard copy. The electronic copy to be used, as necessary, for back up and verification
of spreadsheets.
Marking schedule for this assignment:
Attribute % Score
Set out & presentation - incl. Headers, Footers 6% 1
Grouping, Units & rounding to AS 1181 19% 3
Group and item descriptions 19% 3
Layout & Completeness 19% 3
Quantity Take-off Values & detailed calcs 31% 5
Concepts & Clear Logic 6% 1
Total 100% 1625.00 m 0'00"
55.00m 90'00"
52.00m 270'00"
22.00m 180' 00"
Drawing No. S16001
Revision: 0 Date: 29 June 2016
EXISTING CONDITIONS SURVEY PLAN
Lot 15 Bilby Street
Campbellfield VIC 3061
NORTH
0 5 m 10 m 15 m 20 m
Scale
4.24m 45' 00"
Existing 1500 wide x100 th
concrete footpath RL
100.00
RL 99.00
RL 99.25
Existing 1500 wide x 100 th conc footpath
Existing concrete kerb & channel
Existing concrete kerb & channel
RL 100.00
Natural Surface Levels: 100.00
Constructed Feature Levels:
100.65 100.58
99.50
99.30
100.60
100.40
100.20
100.00
99.80
99.60
Existing PC concrete wall to adjoining building
RL 100.90 Finished Floor Level of adjoining building 9500
2010
4000
Existing 150 dia water main
Existing 230 dia sewer
Bore hole #3
Bore hole #2
Bore hole #1
415V Underground Electrical Supply
2150
Drawn LJP
Date 29 June 2016
Existing 600 RCP stormwater drain
Existing
side entry pit
Existing
side entry pit
8m x 5m steel framed
corrugated galv iron
clad shed on 150mm
concrete base
FFL 100.45
2.5m wide (approx)
crushed rock driveway
(in poor condition)
100.40
BILBY STREET
KONA COURT
Exist telephone cable
3050
Telecom pitExisting Factory building adjoining
25.00 m 0'00"
55.00m 90'00"
52.00m 270'00"
22.00m 180' 00"
Drawing No. A16001
Revision: 0 Date: 29 June 2016
PLAN & CAR PARKS
WAREHOUSE/OFFICE
Lot 15 Bilby Street
Campbellfield VIC 3061
NORTH
0 5 m 10 m 15 m 20 m
Scale
Storage Area #1
Car park:
11 spaces
+1 disabled
30000
15000
4.24m 45' 00"
Car park:
3 parking spaces
Fill area to top of concrete kerb
with topsoil sourced from site
and seed with grass to specn.
Reinstate existing 1500 wide x 100 thick
concrete footpath as necessary Driveway Crossover to Local Council Specification.
(Refer dwg No. C14001)
Fall
Fall
5400 6400 5400
Disabled
3.2m
5 car spaces @ 2.6m
6 car spaces @ 2.6m
1000
3 car spaces @ 2.6m
5.4m
7300
Disabled WC
Office
Storage Area #2
Loading Bay #1
Loading Bay #2
Loading Bay #3
Truck Washdown Bay
2500 950 3250 2250 1000 3700 1350
925
1500 3700 2100
1600 2700 2700
100
100
125
125 2000 100 1200 100
2400 1000
5000 5000 5000 5000 5000 5000
10000
150
150
150
3600
typical
1400
typical
700
FFL 100.10
FFL 100.10
RL 100.00
RL 99.50
RL 99.00
RL 99.25
150 x 350 high kerb
150 x 350 high kerb
Drawn LJP
Date 29 June 2016
RL100.10
RL100.10
Driveway Crossover
to Local Council
Specification
(Refer dwg: C12001)
Truck Parking Apron
150 thick x 4500 high
150 precast concrete wall Fall
Fall
RL100.10
RL 99.95
Fall 900 x 900 heavy duty
galvanized steel grating
BILBY STREET
KONA COURTExisting Factory building adjoining
25.00 m 0'00"
55.00m 90'00"
52.00m 270'00"
22.00m 180' 00"
Drawing No. A16002
Revision: 0 Date: 29 June 2016
ROOF PLAN
WAREHOUSE/OFFICE
Lot 15 Bilby Street
Campbellfield VIC 3061
NORTH
0 5 m 10 m 15 m 20 m
Scale
30000
4.24m 45' 00"
7300
5000 5000 5000 5000 5000 5000
3250
1200
600 wide box gutter
Spandek zincalume
roofing sheeting
250 wide gutter
600 wide box gutter
15000 10000
D/P
D/P
Fall
Fall
Verandah Spandek
roofing sheeting
D/P
Fall
Drawn LJP
Date 29 June 2016
Fall
600 wide box gutter
Fall Fall
D/P
D/P D/P
Spandek zincalume
roofing sheeting
500 wide ridge flashing
Fall
Fall3000
4600 Ht Roller
Shutter Door (typical)
6500
3000
0 5 m 10 m 15 m 20 m
Scale
Drawing No. A16003
Revision: 0 Date:29 June 2016
ELEVATIONS
WAREHOUSE/OFFICE
Lot 15 Bilby Street
Campbellfield VIC 3061
Aluminium framed
windows to specification
2100 x 950
Staff access door
Alum framed entrance door
& glazing to specification
Aluminium framed
windows to specification
Verandah with pressed metal fascia
WEST ELEVATION
SOUTH ELEVATION
Off form finish 125 precast
concrete wall panels to office
3250
6500
Off form finish 150 precast concrete
wall panels to warehouse
NORTH ELEVATION
6500
EAST ELEVATION
Drawn LJP
Date 29 June 2016
4500
4500
4500
800
1200
Off form finish 150 precast concrete
wall panels to warehouse
Off form finish 150 precast concrete
wall panels to warehouse
Off form finish
150 precast concrete
wall panels
Off form finish 125 precast
concrete wall panels to office
Off form finish 125 precast
concrete wall panels to office
Adjoining building
boundary wall
Adjoining building
boundary wall
Off form finish
150 precast concrete
wall panels
4500
FFL 100.10 Natural Surface
Adjoining building
FFL 100.90
Adjoining building
FFL 100.90
Natural Surface
Natural Surface
Natural Surface
Natural SurfaceOffice floor slab 150 mm thick
with two layers SL72 mesh with
600 x 300 edge beam to detail.
.
Car park slab 150 mm thick with
SL72 mesh in top on 200mm layer
of compacted fine crushed rock.
25.00 m 0'00"
55.00m 90'00"
52.00m 270'00"
22.00m 180' 00"
Drawing No. C16001
Revision: 0 Date: 29 June 2016
FOOTING & FLOOR SLABS
WAREHOUSE/OFFICE
Lot 15 Bilby Street
Campbellfield VIC 3061
NORTH
0 5 m 10 m 15 m 20 m
Scale
30000
15000
4.24m 45' 00"
Reinstate existing 1500 wide x 100
thick concrete footpath as necesary
150mm Crossover
with SL72 in top
on 200mm layer
of 20mm FCR
Fall
Fall
7300
2500 950 3250 2250 1000 3700 1350
925
1500 3700 2100
125
125
5000 5000 5000 5000 5000 5000
10000
150
150
150
FFL 100.10
FFL 100.10
RL 100.00
RL 99.50
RL 99.00
RL 99.25
Warehouse floor slab 200 mm thick
with two layers SL92 mesh with
600 x 300 edge beam to detail.
2000
2m x 2m x 1m deep pad footings
under each portal frame column
2400 1000
150 x 350 high kerb
150 x 350 high kerb
150 x 350 high kerb
Drawn LJP
Date 29 June 2016
Driveway Crossover 200 thick concrete
reinforced with two layers SL92 mesh on
200 thick compacted 20mm fine crushed rock.
Truck Parking Apron 200 thick concrete
reinforced with two layers SL92 mesh on
200 thick compacted 20mm fine crushed rock.
A A
B B
C C
RL100.10
RL100.10
Fall
Truck washdown slab 200 mm thick with
SL92 mesh in top laid to falls on 200mm
layer of compacted fine crushed rock.
Fall
Fall
Fall
RL100.10
RL 99.95
150
BILBY STREET
KONA COURT0 5 m 10 m 15 m
Scale
Office Roof structural steel:
310UB32 raked beams bolted to
125 thick precast concrete walls.
200PFC bolted to
precast panels
Drawing No. C16002
Revision: 0 Date 29 June 2016
STRUCTURAL STEEL PLAN
WAREHOUSE/OFFICE
Lot 15 Bilby Street
Campbellfield VIC 3061
20 diam rod
cross bracing
each bay
250PFC bolted to precast panels
250PFC bolted to precast panels
200PFC bolted to
precast panels
20 diam rod cross
bracing each bay
150 NB x 5 CHS
Drawn LJP
Date 29 June 2016
150 PFC cantilever
supports to verandah
4 No. 460UB75 Portals @ 5000 centres
25.00 m 0'00"
55.00m 90'00"
52.00m 270'00"
22.00m 180' 00" 4.24m 45' 00"
150 NB x 5 CHS
150 NB x 5 CHSExisting Factory building adjoining
25.00 m 0'00"
55.00m 90'00"
52.00m 270'00"
22.00m 180' 00"
Drawing No. C16003
Revision: 0 Date: 29 June 2016
DRAINAGE & SERVICES PLAN
WAREHOUSE/OFFICE
Lot 15 Bilby Street
Campbellfield VIC 3061
NORTH
0 5 m 10 m 15 m 20 m
Scale
30000
4.24m 45' 00"
7300
5000 5000 5000 5000 5000 5000
15000 10000
200 PVC D/P
200 PVC D/P
200 PVC D/P
200 PVC D/P
100 PVC D/P
100 PVC Stormwater 200 PVC Stormwater
900 x 600 PC Conc Pit
900 x 900 PC Concrete Pit
to existing 600 RCP drain
300 RCP Drain
100 dia Sewer
100 dia Water
Electrical conduit
Existing Kerb & Channel
FH
FH
Tap into 150 dia water main
2010
Existing 230 dia sewer
4000
100 dia Water
100 dia Water
415V Underground Electrical Supply
Drawn LJP
Date 29 June 2016
200 PVC D/P
900 x 900 PC
Concrete Pit
with HD Galv
grating
300 RCP Drain
Existing Kerb & Channel
900 x 900 PC Concrete Pit
to existing 600 RCP drain
BILBY STREET
KONA COURT
Existing telephone cable
3050
Exist telecom pit
50 dia Telephone/Data conduit3000 Ceiling Ht
250 wide gutter
Spandek zincalume roof - fall 1 in 20
400 Wide gutter
Recessed
Entry Door
SECTION A-A
1200
SECTION B-B
0 5 m 10 m 15 m
Drawn LJP Scale
Date 29 June 2016
Drawing No. C16004
Revision: 0 Date: 29 June 2016
SECTIONS
WAREHOUSE/OFFICE
Lot 15 Bilby Street
Campbellfield VIC 3061
200 concrete slab with two layers
of SL92 mesh reinforcement.
200 of 20mm compacted fine crushed rock under slab.
20 dia rod cross bracing
200 concrete slab with two layers
of SL92 mesh reinforcement.
200 of 20mm compacted fine crushed rock under slab.
Lysaght C20019 purlins at 1800 centres
20 dia rod cross bracing
SECTION C-C
Roller shutter door
460UB75 Portal Frame
Spandek zincalume roof - fall 1 in 20
310UB32 rafters with
Lysaght C15015 purlins
at 1800 centres
150PFC beams
verandah supports
200 concrete slab with two layers
of SL92 mesh reinforcement.
4600
4500
6500
6500
5450
150 concrete slab with two layers
of SL72 mesh reinforcement.
200 of 20mm compacted fine crushed rock under slabs
Lysaght C20019 purlins
250PFC bolted to precast panels
Spandek zincalume roof and flashings
Undisturbed nature ground
complying to Geotech Engr
Load bearing requirements
Undisturbed nature ground
complying to Geotech Engr
Load bearing requirements
32mm Base Plate
675 x 400 (Typical)
150 NB x 5 CHS
150 NB x 5 CHSUndisturbed nature ground
complying to Geotech Engr
load bearing requirements
2000 x 2000 x 1000 deep footing
reinforced with 20mm deformed bar
cage at 250 centres both ways
270 cts
485 cts
1000
4/30mm dia x 850 lg HD bolts
2000
2000
PORTAL FRAME FOOTING DETAILS
PLAN
32mm Base Plate
400 x 675 (Typical)
460UB75 Portal Frame
150 thick PC Panels
150 thick PC Panels
200 thick RC Slab 200 thick RC Slab
200 thick 20mm FCR
200 thick 20mm FCR
100 cover (typical)
100 cover (typical)
600
300
6/20 deformed bars with 10 dia
ligatures at 500 centres
150 thick PC Panels
200 thick RC Slab
200 thick 20mm FCR
600
6/20 deformed bars with 10 dia
ligatures at 500 centres
150 thick RC Slab
200 thick 20mm FCR
OFFICE WAREHOUSE
WAREHOUSE EDGE BEAM DETAIL
FOOTING BEAM BETWEEN OFFICE & WAREHOUSE
Drawing No. C16005
Revision: 0 Date: 29 June 2016
FOOTING DETAILS
WAREHOUSE/OFFICE
Lot 15 Bilby Street
Campbellfield VIC 3061
0
5 m
Drawn LJP Date 29 June 2016 Scale
125 thick PC Panels
150 thick RC Slab
200 thick 20mm FCR
600
300
6/20 deformed bars with 10 dia
ligatures at 500 centres
OFFICE EDGE BEAM DETAIL
300
CAR PARK KERB
(Typical detail)
150 x 350 high kerb
with two 15 dia rebars
Topsoil to specification
Extend 200 thick
20mm FCR under kerb
Tie slab rebar
into kerb