Architectural Specification
Project :
Kiosk + Amenity Buildings
Address :
Torquay Surf Beach Public Facilities
Client :
GORCC
Prepared by :
Tony Hobba Architects
Address :
PO Box 38, Anglesea, 3230
Phone / Fax :
(03) 52 633 524
Email :
hobba@primus.com.au
Issue A Tender August 2010
Table of Contents
Kiosk + Amenity Buildings
Torquay Surf Beach Public Facilities
Issue A Tender August 2010
Inclusions :
Technical Specification
• Architectural
• Electrical
• Hydraulic
Schedules
• Fixtures + Fittings
• Internal Finishes
• External Finishes
• Doors
Supplementary Information
• Soil Report
• Structural Computations
• Certificate of Compliance
PC Sum, Provisional Sum + Contingency Schedule
Trade Breakdown
Product Information
TONYHOBBAARCHITECTS
Torquay Amenity Block
1|1
Specification
Ki k + A
it Buildings
B ildi
Kiosk
Amenity
Torquay Surf Beach Public Facilities
Issue A Tender August 2010
Item
Code
Specification
Finish / Colour
General :
1. All works to be in accordance with accordance with the applicable
g but not limited to… Building
g Code of Australia ((BCA),
)
standards, including
Australian Standards (AS), and all state and local statutory requirements.
2. All installation to be in accordance with the manufacturer's specifications.
3. Report all discrepancies within the tender / contract documents to the Client
immediately upon discovery, and prior to proceeding.
4. Do not scale drawings.
5. Confirm all dimensions on site before commencing.
6. This TECHNICAL SPECIFICATION is to be read in conjunction with the
(general) SPECIFICATION (A4 document), which references the relevant
BCA and
d AS ffor each
h ttrade.
d
7. Provide manufacturer's operation manuals for all installed equipment.
8. The Client will provide a Planning Permit for this project.
9. The Client is required to provide a Building Permit for this project.
10. The Contractor is required to liaise with the Clients before commencement
of construction, to ensure all relevant insurances are taken out for the
project(s).
11. The Contractor is to provide appropriate site fencing to locations as agreed
Clients,, prior
p
to commencing
g construction.
with the C
12. The tender / construction documents include the following :
A. GENERAL SPECIFICATION (BCA & AS)
B. TECHNICAL SPECIFICATION (Arch./Struct./Elec. & Hyd.)
C. TECHNICAL DRAWINGS (Arch./Struct./Elec. & Hyd.)
D. TENDER DOCUMENTS
13. The Architect will not be administering the contract. All queries are to be
directed to the Client.
14. Contractor is to supply and install all specified items. If an alternative item is
proposed it must be approved by the Client
proposed,
Client, before proceeding
proceeding.
15. Contractor is to supply all fixtures and fittings; as nominated within the
tender / contract documents unless otherwise.notified.
16. Comply with all statutory requirements applicable for the site location and
construction type. Provide manufacturer's warranties for all products and
materials installed.
17. Protect all public and private property, occupants, visitors and workmen
during construction.
18. Supply and install all items specified and listed within the contract
documents.
documents
19. The Contractor is to supply a schedule, sample and/or image of all items
requiring CLIENT APPROVAL, to the Client for approval prior to construction.
TONYHOBBAARCHITECTS
Torquay Amenity Block
1|7
Item
Code
Specification
Finish / Colour
Demolition
Scope of works :
• Demolish and remove all items and elements shown on the demolition
drawings.
• Demolish and remove all redundant items and elements required to
facilitate the proposed new works documented elsewhere within the
documents, including chasing existing concrete slabs and existing brick
• Remove existing nominated brickwork and retain on site for re-use as part
of the proposed new works, then dispose of surplus brickwork upon
completion of the project.
g y on completion.
p
Clean site thoroughly
•C
Excavation and Fill
Removal of soft spots and
rock :
Ensure that all soft spots and rock are removed to allow for the pouring of
concrete slab as per the Structural Engineers specifcations.
Back filling - generally :
Approved clean excavated inorganic material only.
Finished ground level :
Ensure finished ground level falls always from building footings.
Spoil :
Stock pile on site, in location to be determined by the Client.
Waterproof membrane :
Fortecon' (or equal approved) waterproof membrane below all footings.
Termite control :
Chemical spray to AS 3660.1, immediately prior to installing waterproof
membrane and pouring of concrete footings. Provide certificate on
completion.
Water Distribution
General :
Refer HYDRAULIC SPECIFICATION & DRAWINGS for all cold and hot water
pipe information.
Rain water tank :
Hot water unit :
For toilet flushing only.
Refer STORM WATER DRAINAGE trade section.
HWS
Fixtures & fittings :
Refer HYDRAULIC SPECIFICATION & DRAWINGS. To be located within the
Kiosk Services Court as shown.
Refer FIXTURES & FITTINGS SCHEDULE.
Sanitary Sewerage (refer hydraulic specification and drawings)
Sewer drain pipes :
UPVC sewer grade pipes (with solvent joints) connected to existing sewer
system. Refer HYDRAULIC SPECIFICATION.
Floor watses :
Provide floor wastes to all rooms as shown in the documentation drawings.
Refer FIXTURES & FITTINGS SCHEDULE for type of floor waste,
HYDRAULIC & STRUCTURAL DRAWINGS for locations, falls and
reticulation.
Sanitary fixtures :
Refer FIXTURES & FITTINGS SCHEDULE.
Storm Water Drainage
Rain water tank :
Supply to: Toilets only.
Tank type: Paton Industries Round Water Tank (or equal approved).
Tank size: 1 x (2500mm High x 3050mm Dia.) on crushed rock base
Tank location: As shown on drawings
Additional components: Refer HYDRAULIC SPECIFICATION.
Gutters
+ downppes :
G
Stormwater overflow :
DP
Refer ROOF,
OO SIDING
S
G + PLUMBING
G trade section.
Connect all gutters and downpipes to rainwater tank.
Connect rain water tank to existing storm water system. Refer HYDRAULIC
SPECIFICATION.
TONYHOBBAARCHITECTS
Torquay Amenity Block
2|7
COLORBOND® Ultra
WOODLAND GREY®
Item
Code
Specification
Finish / Colour
CO
Quantity, type, strength and reinforcement; to suit application.
Concrete
Concrete :
Scope includes, but is not limited to: concrete slab, core-filled concrete
block work and exposed aggregate pavement around buildings.
Floor levelling :
Profile finished surface of concrete pavement to the levels and or falls to
floor wastes documented within the STRUCTURAL ENGINEERING
documentation.
Non-slip Waterproof Floor F.2
Finish :
Minimun Slip Resistance Classification:
WET Pendulum test ≥ V (LOW)
WET/BAREFOOT test ≥ Class B
Coving = 100mm up wall (minimum)
Suitable
Manufacturer/Supplier:
OR
SikaFloor 264T, High Build 100% Solid Epoxy Coasting. Full broadcast
18/40 sand.
Dusty Grey RAL 7037
Nuplex "RAPIDFLOOR MMA" resin floor topping with silica quartz
aggregates installed in accordance with manufacturer's specifications.
Concrete Screeds ((Granolithic))
Scope of work:
R.1
Item
Cement:
Stone (granolithic):
Stone dust (protective):
Sand:
Aggregate for screeds:
• Supply and install graded concrete screeds (waterproof) to roof with fall to
gutter as shown on drawings.
• Refer to the STRUCTURAL DRAWINGS
Description
Portland cement, comply with AS 3972
Clean granite screenings of maximum size 6mm
Clean bluestone fines of maximum size 4mm
Washed, sieved, sharp sand, passing a No.16 (1.19mm) sieve
Dense aggregate graded as follows:
Passing 4.75mm sieve 80%
Passing 6.00mm sieve 90%
Clean drinking quality
Galvanised welded wire fabric. Minimum 2.5mm diameter wires at 100mm
each way. Refer STRUCTURAL ENGINEERING documentation.
Compatible with other components
Polyurethane, 2 part, self levelling.
Water:
Mesh:
Pigments:
Floor joint sealant:
Supplier
To suit application.
Blockwork
Scope of work:
BW
Blocks:
Mortar:
Joints:
Reinforcement:
• Supply labour and install core-filled reinforced blockwork walls.
• Build in all required miscellaneous materials (flashing, wall ties, damp
proof course, anchors etc.), required to complete the installation.
• Refer to the STRUCTURAL DRAWINGS
BORAL 'Designer Block', 140mm Series reinforced & core-filled.
6 parts sand, 1 part cement, 1 part lime
Tooled (for face blockwork).
Reinforcement, wall ties, damp proof courses, expansion joints / control
joints, lintels - Refer STRUCTURAL ENGINEERING drawings.
Smooth / Charcoal
All steelwork to suit application and to be hot dipped galvanised (unless
noted otherwise). Supply and install structural steel as shown within the
ARCHITECTURAL and STRUCTURAL DRAWINGS.
Galvanised
Structural Steel
Structural Steel :
Recycled Steel Sheet Piles: W.1
Profile: GU 16-400
Supply and install recycled sheet piles as per the ARCHITECTURAL and
STRUCTURAL DRAWINGS. Confirm stock availability at earliest opportunity Colour: Weathered
Rust
and notify client and or architect immediately if profile is not available and
provide details of suitable alternative.
alternative
Manufacturer: ArcelorMittal Supplier: J Steel Australasia
TONYHOBBAARCHITECTS
Torquay Amenity Block
3|7
Item
Code
Specification
Finish / Colour
Architectural Metalwork
Door, Window & Servery
METAL FRAMED
SURROUND
Door & Window
FACING
W.5
DOOR STL
Security Screen
Amenity Building
PS
Custom Fabrication - Supply and fabricate folded/welded steel plate
Weathered / Rust
openings to suit application and install as per ARCHITECTURAL
DRAWINGS.
Material - Bluescope WR350 XLERPLATE® steel
Refer
FIXTURES & FITTINGS SCHEDULE
Custom Fabrication - Supply and lasercut 3.0mm thk steel sheet door
coverings to suit application and install as per ARCHITECTURAL
DRAWINGS and DOOR SCHEDULE.
Material - Bluescope HW350 XLERPLATE LITE® steel
Refer FIXTURES & FITTINGS SCHEDULE
Weathered / Rust
Custom Fabrication - Supply, fabricate and install architectural mesh
Stainless Steel
screens with stainless steel edge trims to suit application and securely fix on
all sides to concrete blockwork/roof panel subframe and or steel brackets
as required.
Material - T316 Stainless Steel Sheet - 'Boston 311' Profile
Manufacturer/Supplier - Locker Group
g g Indentification signage
Door
SN-D
Custom Fabrication - 3.0mm thk steel sheet with 20mm laser cut stencil
graphic as per door schedule and screw fixed to door.
Weathered / Rust
Material - Bluescope HW350 XLERPLATE LITE® steel
Refer FIXTURES & FITTINGS SCHEDULE
Indentification signage Wall
SN-W
RBA Group - Braille & Tactile Sign - 316 Marine Grade Stainless Steel,
Stainless Steel
190mm x 190/320mm x 1.5mm . Screw fix to external wall in location shown
on building elevation. Refer FIXTURES & FITTINGS schedule.
Product Code:
Male = RBA4330-001
Female = RBA4330-002
Accessible + Baby Change = RBA4330-009
Back Draft Wall Vent
VENT
Proprietary Item - QUASAIR: BD/WV-H-2 MGS Back Draft Wall Vent, to be
installed as per manufacturers specifications and in position shown on
ARCHITECTURAL DRAWINGS.
Marine Grade
Stainless Steel
Carpentry
Wall floor and roof
Wall,
framing :
Either timber framing or metal framing is acceptable construction for the
balance of the building not using brick work.
All timber framing to be in accordance with AS 1684 - Residential Timber
Framed Construction.
All metal framing to be in accordance with AS 3623 1993 - Domestic Metal
Framing.
Typical exterior timber framing: CCA / LOSP treated pine behind steel
cladding..
Typical wet areas timber framing: CCA or LOSP treated pine.
Typical interior timber framing: radiata pine.
Typical metal framing: hot dipped galvanised.
Miscellaneous
Provide miscellaneous timber framing where required to complete
Fibre Cement Products
Internal wet area walls
substrate:
9mm ‘Villaboard' lining, flush-jointed, ready for paint finish.
Accessories :
Rondo furring channels or timber battens,
joints, stopping beads
beads,
battens control joints
external angle beads, P50 shadowline beads (or equal approved); as
required to complete the installation.
TONYHOBBAARCHITECTS
Torquay Amenity Block
4|7
Paint finish
P4
Colour:
Item
Code
Specification
Finish / Colour
• Supply and install behind plumbing fixtures such as toilets and basins to
the height and width of cubicle.
‘Fibre Coat’ two coat fibreglass reinforced polyester resin based
waterproofing membrane system.
Colour: Wet-Seal
‘Jade Green’.
Wet Area Membrane
Scope of work:
Wet area membrane:
Thermal & Acoustic Insulation
Roof membranes :
n/a
Wall membranes :
n/a
Ceiling thermal
insulation :
n/a
Wall thermal insulation :
n/a
Floor thermal insulation :
n/a
Acoustic insulation :
n/a
Roofing, Siding & Plumbing
Client approval :
The Contractor is to submit the proposed roof, gutter and downpipe colours
to the Client for approval, prior to commencement of the works.
Concrete Screed Roof:
R.1
• Supply and install graded concrete screeds to roof with fall to gutter
• Refer to the CONCRETE SCREEDS (GRANOLITHIC) section.
Facia Gutters :
FG
LYSAGHT SHEERLINE® Gutter and Capping. Fabricate to suit application.
Downpipes :
DP
Colorbond steel is to be used on all visible applications with painted UPVC COLORBOND® Ultra
acceptable internally. Colorbond (type, size and fixing as per
WOODLAND GREY®
documentation drawings). UPVC (size to suit application) connected to
rainwater tank, to capture all roof stormwater. Connect all downpipes to the
rainwater tank, and include first flush system.
COLORBOND® Ultra
WOODLAND GREY®
Flashings & accessories :
All to match adjacent roof material, with size and design as required to suit
the installation. No roof material or element (i.e. sewer vents, etc.) to be
installed that does not match the adjacent roof finish and/or colour.
COLORBOND® Ultra
WOODLAND GREY®
Roof / cladding end filler
strips :
Provide proprietary weather and vermin proof seal between roofing /
cladding and all overlaps with gutters, fascias, flashings and framing; with
flexible neoprene filler strips profiled to match the roof / cladding sheet.
Black
ESG paint finish
Colour: P1
Colour: P1
Doors & Door Frames
Internal doors :
SCI
External doors :
SCE
Internal door frames :
TM
Solid core internal doors with paint finish. Spec: 35mm thick overall,
laminated blockboard pine or hardwood external timber core, with plywood
g strips
p all round.
faces,, 12mm KDHW edge
Solid core external doors with internal paint finish. Spec: 45mm thick overall,
laminated blockboard pine or hardwood external timber core, with plywood
faces, 12mm KDHW edge strips all round.
45mm thk. internal door frames: to be 35mm thick KDHW DAR
External door frames :
TM
45mm thk. KDHW DAR ‘Spotted Gum’ frame
TONYHOBBAARCHITECTS
Torquay Amenity Block
5|7
ESG-E paint finish
Colour: P4
ESG paint finish
Colour: P1
Item
Code
Specification
Finish / Colour
Door + Gate Hardware
Door hardware :
Provide all door hardware required to complete the installation as such:
External Doors PH
Pull Handle - Lockwood Artefact 214 Series
Stainless steel
300 x 100 x 2mm Stainless Steel plate with 10mm radius corners
Product Code: M/F=21425NA/18SS Disabled=21542NN/18SS
Concealed Fixed with Lockwood 3570 Series Mortice Locks
PP
Push Plate - Lockwood Artefact 214 Series (Concealed Fixed)
Stainless steel
300 x 100 x 2mm Stainless Steel plate with 10mm radius corners
Product
Code:
P d
C
d M=21407AN/SS
M 21 0 AN/SS F=21407CN/SS
F 21 0 CN/SS D=21407EN/SS
D 21 0 EN/SS
DC
Door Closer - Lockwood 2557 Series Door Closer
Die-cast aluminium
300 x 100 x 2mm Stainless Steel plate with 10mm radius corners
Product Code: 2557SIL
Internal Doors DB
Toilet Bolts - Lockwood 200 Series Push/Pull Handle with internal Turn Knob Stainless steel
and external Indicating Slotted Button
Handle - 162 x 162 x 2mm plate with Turn Snip & Pull Handle
Stainless steel
Product Code: 21127NN
Push Plate - 162 x 162 x 2mm plate with Indicating Slotted Button
Stainless steel
Product Code: 20013NN
Gate hardware :
Provide all gate hardware required to complete the installation as such:
External Gates BL
General
Ge
ea
Drop Bolt Latches - To suit application
Galvanised Steel
Provide
o de locks
oc s to a
all ope
operable
ab e e
external
te a doo
doorss a
and
d gates ((keyed
eyed a
alike).
e)
Contractor to submit proposed hardware handles to Client for approval,
prior to commencement of the works.
Joinery & Cabinetry
Client approval :
The Contractor is to submit the proposed joinery finishes, colours and
handles to Client for approval, prior to commencement of the works.
Terrace Benchtop:
BT
200 x 75mm thk recycled wharf timber layed 3 deep with 10mm gaps and
fixed to WR350 XLERPLATE® steel brackets attached to recycled timber
posts. Refer ARCHITECTURAL DRAWINGS.
Terrace Ballustrade:
BAL
50 x 100mm KDHW battens (Spotted Gum) equally spaced and screw fixed KDHW DAR
to stainless steel rod subframe. Made in panels and attached to tapered 150
x 150mm recycled HWD timber posts fixed to steel pile retaining wall. Refer
ARCHITECTURAL DRAWINGS.
Timber Infill Gates:
Timber Feature Wall:
Brush Fence:
50 x 90mm KDHW battens (Spotted Gum) equally spaced and fixed to to
WR350 XLERPLATE® steel frame as per ARCHITECTURAL DRAWINGS.
W.5
KDHW DAR
KDHW DAR
Recycled timber to be chosen according to stock availabilty and selected by Recycled timber
ARCHITECT, CLIENT & BUILDER on completion of steel sheet pile sub
frame. Design, layout and fixing to be determined based on timber selection
and documented accordingly.
100 x 100mm HWD Timber posts spaced equally according to brush panel
sizes and attached to outside of timber subframe.
Brush Panel Size: 2130mm High x 2000mm Wide.
Fixtures & Fittings
Client approval :
Contractor is to submit the proposed fixtures and fittings to the Client for
approval, prior to commencement of the works.
Fixtures & fittings :
Refer to FIXTURES & FITTINGS, for all fixtures & fittings.
TONYHOBBAARCHITECTS
Torquay Amenity Block
6|7
HWD Timber post &
Brush Fence infill
Item
Code
Specification
Finish / Colour
Skylights
Scope of work:
Manufacturer/Supplier:
Materials to be used:
Installation:
• Supply and installation of skylights
Regent Skylights: 800mm dia. Circular Skylight - Vented
Stainless Steel with high impact acrylic dome.
On circular concrete hob as per manufacturers specifications. Refer also
STRUCTURAL DRAWINGS.
Stainless Steel
Acrylic Dome
Painting
Client approval :
Contractor is to submit the proposed external and internal paint colours to
the Client for approval, prior to commencement of the works.
Manufacturers :
The following manufacturers may be used…
Paints… Haymes, Resene, Taubmans, Wattyl or Dulux (to suit application).
Matt Polyurethane… Bona X, Sikkens or Feast Watson (to suit application).
Internal :
Acrylic Flat :
Ceiling AF
1 x coat sealer / undercoat.
2 x coats flat acrylic.
Acrylic Flat :
Well
Sky ALS
1 x coat sealer / undercoat.
2 x coats low sheen acrylic.
Enamel Semi Gloss :
Villaboard lined walls
ESG
Enamel Semi Gloss :
Villaboard lined walls
ESG
Flat Black Acrylic:
Servery Door - Inside face
FBA
1 x coat primer / undercoat (oil based).
2 x coats semi gloss enamel (oil based).
1 x coat primer / undercoat (oil based).
2 x coats semi gloss enamel (oil based).
based)
1 x coat primer / undercoat (oil based).
2 x coats Dulux flat black acrylic.
Dulux: Limed White
P 13•B1
P.13•B1
Dulux: Quince Jelly
P.10•H9
Dulux: Quince Jelly
P.10•H9
Dulux: Western Myalle
PG1•F7
Dulux: Chalkboard 62684533
Electrical Distribution (refer electrical specification and drawings)
Meter board :
MB
Existing (client to identify location).
Switch board :
SB
New (locate within T.06 Plant a shown).
Power outlets & switch
plates :
HPM or Clipsal.
Lights fittings :
Refer FIXTURES & FITTINGS SCHEDULE.
Hot water unit:
Fixtures & fittings :
HWS
Soft Grey
Provide power to hot water unit.
Refer WATER DISTRIBUTION trade section, for hot water unit specification.
Refer FIXTURES & FITTINGS trade section.
[End Document]
TONYHOBBAARCHITECTS
Torquay Amenity Block
7|7
ELECTRICAL SERVICES
SCOPE OF WORK
E.1
Scope of Work
The work to be carried out under the terms of this Specification and the associated drawings includes the supply,
installation, testing and commissioning of the following:(a)
Disconnect the sub-main from the switchboard on the existing pole at north-west corner of Voss’ Carpark,
and extend same via new pits and underground conduits to switchboard in new Kiosk building.
(b)
New underground sub-main from new Kiosk building switchboard to switchboard in new Amenities building.
(c)
Switchboards in new Kiosk and Amenities building.
(d)
Lighting requirements as shown on the drawings.
(e)
General power requirements as shown on the drawings.
E.2
Site Location
The site is located adjacent to the southern end of the Torquay Family Caravan Park, Davidson Drive, Torquay, at the
western end of the area known as “Voss’ Carpark.
E.3
Standards
The whole of the works shall be carried out in accordance with the requirements of the following Authorities:(a)
Powercor Limited, as detailed in the Wiring Regulations, the latest edition of AS/NZS3000 (SAA Wiring
Rules), and the latest edition of the Service and Installation Rules.
(b)
Surf Coast Shire Council.
E.4
Drawings
The following drawing forms part of this Specification.
0801T-E1
E.5
Electrical Services
Switchboard Details & Schematic
Definitions
Unless otherwise qualified, terms used in the Specification, Drawings and other documents are defined as follows:
"The Proprietor" shall mean the Great Ocean Road Coast Committee Inc., Bell Street, Torquay.
“Architect” shall mean Tony Hobba Architects, 4 Hurst Road, Bellbrae.
Specification" shall mean this document and associated drawings.
"Approved", "to approval", "or equal" shall mean approved in writing by the Architect or the Proprietor.
"Provide" shall mean supply, deliver, install and connect where and to details shown on the drawings, commission,
test and maintain.
E.6
Timing
Quotations shall be on the basis of all work being carried out during normal working hours, Monday to Friday. Work
shall commence work within 14 days of being notified of acceptance of their tender, and shall be completed by
1st March 2011.
The Contractor shall make full allowance in his tender for all overtime necessary to comply with the Contract periods
set at the time of tendering.
A claim for overtime shall be allowed only when specifically authorised by the Architect.
E.7
Inspection of Site and Documents
The Tenderer, by the act of tendering, acknowledges that he has inspected the site and consulted all relevant
authorities, and has become conversant with all the relevant conditions and all factors likely to affect the time and cost
of carrying out the work and has allowed for all such factors in the quoted price.
E.8
Obvious Work
If neither the Specification nor the drawings contain any particulars of minor parts, which are nevertheless clearly to
be inferred or required for satisfactory completion of the works, all such parts shall be supplied and installed by the
Contractor without extra cost.
The Specification and drawings are intended to be mutually explicit. However, the works detailed in each shall be
carried out whether shown on one or both. Where there is a discrepancy between the drawings and the Specification,
the work of higher quality, quantity or price shall be provided.
E.9
Sub-Mains
(a)
The existing switchboard located on a timber pole at the north-west corner of Voss’ Cark has recently been
re-supplied via a new, 3-phase underground sub-main from the new main switchboard in the Caravan Park.
This sub-main consists of 4 No. 50 sq. mm. SCDI XLPE/PVC conductors and a 35 sq. mm. covered earth in
63mm diameter PVC conduit.
The timber pole (including the street light) will become redundant, and will be removed by others. Allow to
supply and install two (2) new pits adjacent to the base of the pole and at the rear of the new kiosk building,
respectively. Withdraw the new sub-main back to the first pit at the pole, and extend in the same size/type of
conductors from this pit to the new kiosk building via underground conduit and the second pit at the kiosk, as
shown on the drawing.
(b)
From the kiosk building, supply and install a single phase underground sub-main to the new Amenities
Building in a separate conduit, utilising the same two pits. The sub-main shall consist of 2C+E 16 sq. mm.
PVC/PVC enclosed in 40 mm. diameter PVC conduit.
(c)
All new underground cabling shall be installed in accordance with the section “Underground Cabling
Installation” later in this specification.
E.10
Switchboards
(a)
At the new Kiosk, supply and install an NHP Type CPD24-SS, 24 pole switchboard, equipped and configured
as shown on the schematic diagram. All RCD circuit breakers shall consist of NHP-Terasaki DIN-T type, of
single pole width.
(b)
In the new Amenities building, supply and install an NHP Type NLC15S lockable load centre, equipped and
configured as shown on the schematic diagram. All RCD circuit breakers shall consist of NHP-Terasaki DIN-T
type, of single pole width.
(c)
At completion of the work, provide a typewritten legend inside the door of each switchboard, indicating the
load connected to each circuit breaker.
E.11
Lighting
Generally
A complying tender is required and shall include luminaires as nominated in the Luminaire Schedule on the drawings.
Tenderers may submit an alternative tender using approved equivalents, providing full details are included with the
tender documents.
In general, all luminaires shall be designed and constructed in accordance with the following details. Photometric
requirements are detailed elsewhere in this Specification.
Luminaires shall be suitable for continuous operation at 250 volt, 50 hertz.
All luminaires shall be completely assembled and wired with canopies, suspensions, brackets, holders, galleries,
reflectors, glassware, hardware, capacitors, switches, ballasts, sockets, etc., and shall comply fully with AS3137.
The arrangement of control gear within the luminaire housing shall be such that adequate space is provided for wiring
without sharp bends, kinks, etc., and to readily permit the connection of the incoming cable. Such arrangements shall
allow adequate cooling of components.
Luminaires shall be wired with a minimum cable size of 1/1.13, 250 volt, 105 degrees centigrade, PVC insulated
cable. Wiring subjected to high temperatures shall be protected by a suitable wrap or coating.
Connections to equipment such as lamp sockets, terminal blocks and the like shall be of the screwed type unless
specifically exempted in writing from the requirements of this clause.
Earthing points shall be conveniently located in the vicinity of the terminal block for the incoming cables. Earth
connections shall be brass screws, washers and nuts, fastened to ensure a solid earth. Screws shall be held captive.
Earth connections shall terminate in crimped lugs. Lock nuts shall be used.
All luminaire types used in areas exposed to weather conditions, sea spray and the like shall be suitably constructed
for these operating conditions.
Suitable gaskets, protective finishes for all components such as body, trim, springs and the like shall be provided.
Grommets shall be used where wiring passes through holes. Under no circumstances shall wiring be permitted to rest
or rub on raw metal surfaces.
Terminals shall not be under stress or strain from cables.
Wiring shall be terminated at terminals and accessories only.
Diffusers, when fitted, shall be arranged for easy removal or installation, and shall not rattle during normal working
conditions. Diffusers shall be positively located to avoid light leaks between the diffuser and the luminaire carcass.
Diffusers shall be of such type and optical quality that the specified zonal flux, utilization factors and glare limitations
for each fitting will be achieved.
Fluorescent Luminaires
Luminaires shall be of the types and sizes specified on the schedules, complete with all accessories and ready for
service.
Power factor correction shall be provided to give an operating power factor of not less than 0.85 unless noted
elsewhere in relation to a particular type of luminaire.
Fluorescent lampholders shall be standard bi-pin type, manufactured from high impact resistant, non-flammable
material.
Fluorescent lamps shall be of the type and colour temperature specified in the luminaire schedule.
LED Luminaires
LED luminaires shall be of the types and sizes specified on the schedules, and shall be complete with all accessories
and ready for service.
Lenses and diffusers shall be as specified in the schedule and on the drawings. Lenses shall be of high impact glass.
Painting, finishing and protection against rust and corrosion shall be of the manufacturer's standard. Additional
precautions shall be taken where the luminaires are to be located in areas subject to weather conditions and sea
spray. Surface preparation of metals shall be in accordance with the paint manufacturer's recommendations for high
quality finishes.
Installation of Luminaires
All luminaires shall be located exactly as shown on the drawings. However, if a change to such location becomes
evident at the time of installation, each and every such change shall be referred to the Architect for approval prior to
installing the luminaire.
The tender price shall allow for luminaires to be installed within a 3 metre radius of the designated position without
any cost variation.
Provide adequate protection of light fittings during construction. Prior to practical completion, clean and leave free of
foreign matter.
During final inspection of the installation, and prior to handing over to the Proprietor, any diffusers found to need
cleaning shall be cleaned by the Electrical Contractor at no additional cost.
Lighting Control
All internal lighting in the Kiosk shall be controlled by means of switches located within the respective spaces.
Internal lighting in the Amenities building shall be controlled by movement sensor.
External lighting at each building shall be controlled as a group by a single lumatrol located outside each building.
Each and every light switch shall be provided with an engraved label, indicating the circuit breaker number for that
particular circuit. Alternatively, the label may consist of a printed plastic insert which replaces the normal screw hole
filler.
E.12
Power
Generally
The Electrical Contractor shall supply, install, test, commission and hand over in correct and satisfactory working
order a complete system of power distribution throughout the project.
This section of the Specification refers to:(a)
(b)
(c)
General purpose outlets
Special purpose outlets
Wiring to fixed appliances
Each and every outlet or isolating switch shall be provided with an engraved label, indicating the circuit breaker
number for that particular circuit.
General Purpose Outlets
At each location shown on the drawings, provide double or single general purpose outlets as indicated.
All outlets subject to weather conditions or salt spray shall consist of corrosion proof, vandal resistant, hi-impact
plastic or other approved material.
General purpose outlet types and colours shall be to the approval of the Architect.
General purpose outlets shall be switched types, rated at not less than 10 amps, unless specified otherwise.
Special Purpose Outlets
At all locations shown on the drawings, provide special purpose outlets as indicated. For the purpose of this
specification, the term "special purpose outlets" shall be taken to mean a fixed socket outlet (other than 10 amp
general purpose outlets) of single or three phase type, and rated at 15 amps or greater.
Where a three phase special purpose outlet is specified, the Electrical Contractor shall provide such outlet as a five
pin type, and shall wire to that outlet using three active conductors, one neutral conductor and one earthing
conductor. Under no circumstances shall any three phase special purpose outlet be installed without a neutral
conductor.
Wiring to Fixed Appliances
At all locations shown on the drawings, provide wiring to fixed appliances. For the purpose of this specification, the
term "fixed appliance" shall be taken to mean any item of equipment requiring electrical supply (other than general
purpose outlets, special purpose outlets or light fittings), of either single or three phase type.
At each such specified point, the Electrical Contractor shall terminate the particular circuit in a suitably rated isolating
switch, and shall extend the circuit from the switch to the equipment, and terminate thereon in a manner meeting with
the approval of the Supply Authority.
Where such connection is made to a movable item of equipment, ensure adequate spare cable length and flexible
conduit are provided to enable the equipment to be moved for cleaning or maintenance purposes.
E.13
Materials
General
Supply materials, fittings, accessories and apparatus of first grade design and manufacture throughout, complying
with the latest relevant SAA standards or, where such do not exist, with the latest British standards.
Preserve uniformity of manufacture and type of accessories and fittings throughout the Contract.
All work carried out shall comply with the requirements of AS/NZS3000 and with the requirements of all Authorities
having jurisdiction over the work.
Conduit
PVC conduit shall be Class A or Class B rigid type with approved inspection type accessories to AS2053.
Flexible conduit, if specified, shall be of PVC with suitable fittings and glands that securely grip the conduit wall.
Maximum acceptable length of flexible conduit is 500 mm.
Supply and install all conduit necessary to enclose cables as applicable, using sizes to permit the easy drawing-in or
removing of any one conductor whilst all others are in place. Conduit sizes shown are indicative only.
Use no conduit smaller than 25 mm. Use flexible conduit only where it is impractical to carry fixed conduit into
equipment or as may be directed. Provide draw-in boxes as necessary to facilitate the drawing-in of conductors on
long runs, and use sets where possible in lieu of bends or elbows.
All conduits shall be capped at both ends to prevent the ingress of concrete or other foreign matter.
Use Category A PVC conduits where placed directly in the ground.
Use Category B PVC conduits where cast into slabs or columns, or in wall or ceiling spaces.
Where exposed, PVC conduit shall be grey.
Cables Generally
Mains and sub-mains cables shall be of the size and rating as shown on the drawings.
MINIMUM SIZE SHALL BE 2.5 SQ. MM. FOR POWER AND 1.5 SQ. MM. FOR LIGHTING CIRCUITS.
Cables shall have high conductivity, stranded copper conductors.
Cables shall be installed such that the spacing between circuits does not affect the current rating as specified in
AS/NZS3008.
Supply and install all wiring necessary for the proper functioning of the complete installation in accordance with details
as to size, rating and type noted or shown on the drawings, or called for in the Specification.
Install cables on the loop-in, loop-out system. Earthing conductors shall be crimped, and a tail extended to earth the
particular device or outlet. This requirement is intended to prevent the interruption of an earthing circuit in the event
that a particular device or outlet is removed. No connectors shall be used unless specified or shown on the drawings.
Any circuit found to contain connectors will be required to be rewired at the Electrical Contractor's expense. Loop all
cables only in the terminals of equipment accessories or junction boxes.
Install all cables without damage to insulation and replace, without cost, any cable in which damage occurs.
Prepare all ends for termination without cutting strands and fix in lugs or approved clips when such are necessary to
prevent spread of strands when terminals are tightened.
Supply all cables in sizes detailed or complying with AS/NZS3008, where not detailed, or to match circuit breaker
ratings where these are specified.
Preserve uniformity of each phase wire colour throughout the installation, and rewire with correct colour if phase is
changed after installation to balance supply. Marking tape at cable terminations will not be acceptable as sufficient
colour coding. Rewire without additional cost to correct any errors in colour coding.
All cabling shall be run horizontally or vertically, parallel to building members, and fixed in an approved manner at
centres complying with AS/NZS 3000, but in no case more than 1200 mm.
Preserve double insulation in all areas required by AS/NZS3000.
With TPI cables, use green/yellow sheathed copper earthing conductors, minimum size 7/0.67, and enclose
conductors in conduit.
PVC Insulated and Sheathed Cables
PVC insulated and sheathed cables shall comply with AS/NZS 5000.2. The installation of these cables shall comply
with the following requirements:(a)
For stranded copper conductor cables, the bending radius shall not be less than 12 times the overall diameter
of the cable, and where single core cables are installed, they shall be run in trefoil formation.
(b)
All cable terminations shall be crimped unless specifically stated otherwise. Use special crimping tools as
recommended by the cable manufactures for lug termination. Clamp type and/or soldered or brazed
connections are not acceptable. All joints shall be made using crimped type or compression type fittings on
all conductors.
(c)
The cables shall be terminated in such a manner as to prevent high resistance joints and any corrosion at the
terminations.
(d)
Supply cable with purpose made glands, terminations and other accessories, all to the recommendations of
the cable manufacturer.
(e)
Install in locations, as indicated on the drawings, on tray or in ducts and conduits. Saddle to tray, and fix as
required to complete the installation. Run always parallel to building members, and saddle at intervals
recommended by the manufacturer, or as required by AS/NZS3000, whichever is the smaller dimension. In
no case shall fixings be more than 1200 mm apart on horizontal runs of cable on horizontal tray, or 600 mm
on vertical runs of cable on vertical ladder or horizontal ladder mounted on edge.
(f)
Installation of these cables shall be carried out in such a manner as to keep tension forces and stresses on
cables to a minimum.
XLPE Insulated/PVC Sheathed Cables
XLPE insulated/PVC sheathed cables shall comply with AS/NZS 5000.1. The installation of these cables shall comply
with the following requirements:(a)
For stranded copper conductor cables, the bending radius shall not be less than 12 times the overall diameter
of the cable, and where single core cables are installed, they shall be run in trefoil formation.
(b)
All cable terminations shall be crimped unless specifically stated otherwise. Use special crimping tools as
recommended by the cable manufactures for lug termination. Clamp type and/or soldered or brazed
connections are not acceptable. All joints shall be made using crimped type or compression type fittings on
all conductors.
(c)
The cables shall be terminated in such a manner as to prevent high resistance joints and any corrosion at the
terminations.
(d)
Supply cable with purpose made glands, terminations and other accessories, all to the recommendations of
the cable manufacturer.
(e)
Install in locations, as indicated on the drawings, on tray or in ducts and conduits. Saddle to tray, and fix as
required to complete the installation. Run always parallel to building members, and saddle at intervals
recommended by the manufacturer, or as required by AS/NZS3000, whichever is the smaller dimension. In
no case shall fixings be more than 1200 mm apart on horizontal runs of cable on horizontal tray, or 600 mm
on vertical runs of cable on vertical ladder or horizontal ladder mounted on edge.
(f)
Installation of these cables shall be carried out in such a manner as to keep tension forces and stresses on
cables to a minimum.
Underground Cabling Installation
Cables to be supplied and installed shall consist of the types and sizes as shown on the drawings. Incoming mains
cable shall be enclosed throughout its entire length in underground category PVC conduit, protected as required by
the Supply Authority. All other underground cabling on the site shall be installed as shown on the drawings and shall
be protected as required by the Supply Authority.
Trenching shall not commence until the cable, protective slabs or cover strips, conduits, cable markers etc. are on the
site.
It shall be the responsibility of the Electrical Contractor to take all reasonable precautions necessary to ascertain the
location of existing underground services likely to be encountered during the work so as to prevent damage or
disruption to any other service. Any damage caused will be repaired by the Builder at the Electrical Contractor's
expense.
Where trenches are left open, the Electrical Contractor shall ensure that they are protected by barricades or in such a
manner as to prevent them from creating any hazard to the general public. All necessary precautions to prevent
flooding and cave-in of the trenches shall be taken, and any damage resulting from neglect of these precautions shall
be made good at the Electrical Contractor's expense.
Trenches shall be allowed to remain open for the minimum length of time required for installing the cables, with due
allowance being made for any mandatory inspection by the Supply Authority.
Unless specified on the drawings or in this specification, in-line joins in cable will not be permitted. Therefore, lengths
of cable routes shall be checked on site before ordering. Failure to observe this requirement will result in the Electrical
Contractor being instructed to replace the cable at his own expense should the cable length be insufficient.
During backfilling, a 150 mm. wide, orange PVC marker tape shall be installed above each conduit or cable group,
and in such a position as to be 150 mm. below the adjacent ground level. The marker tape shall bear the following
wording:"CAUTION - BURIED ELECTRICAL CABLES BELOW"
The Electrical Contractor shall make good any subsidence by importing and placing additional good quality loam as
may be required, and shall reinstate pathways and roadways to original.
A certified, reproducable copy of exact "as-laid" positions of the underground cable route shall be provided at the job
completion.
Cable markers shall be laid at not more than 50 metre intervals along all underground cable routes, and at all places
that the cable changes direction or enters a building. The exact placement of such markers shall be at the Architect's
discretion, after taking into consideration locations of landscaping, footpaths, roadways etc.
Markers shall consist of a cast iron or aluminium type plate set in a concrete base measuring 500 mm. square by 200
mm. deep. The plate shall bear the warning "DANGER - M.V. CABLES", plus arrows to indicate the direction of the
cable on either side of the marker.
Markers shall be set flush with footpaths or roadways, or shall project 25 mm. above all other surfaces. Where
markers are set in grassed areas, they shall be ramped so as to rise above flush with the surface of the ground at the
edge to 25 mm. above ground level at the centre of the plate.
Concrete bases shall be neatly laid with the wet concrete "floated" to the top of the bevelled edge of the flush fittings
and directional indicators (or ramped in grassed areas).
The warning plate shall be hot dipped galvanised steel with raised lettering.
Every cable shall be tested before and after laying, using a 1000 volt megger. The cable shall have a minimum
insulation resistance of 50 megohms when measured between any two conductors or between any conductor and
earth.
Where the cable is run up walls, poles etc., or is otherwise exposed to mechanical damage, it shall be protected by
G.I. water pipe, or other means of protection acceptable to the Supply Authority.
Final Outlets and Switches
The Electrical Contractor shall be responsible for ascertaining the proper position of all outlets and switches. Outlets
or switches incorrectly located shall be relocated without additional cost. Outlet locations shown on the drawings are
approximate. Do not scale the included drawings, but consult the architectural plans, sections, elevations and details
for exact locations of outlets and equipment, and areas with furred or hung ceilings.
The location of outlets, apparatus or equipment may be varied at any time. All variations shall be carried out by the
Electrical Contractor at no extra cost, provided that the variations are within a 3 metre radius of the indicated position.
Erect all fittings in a workmanlike manner, square with other details, maintaining straight and true lines and vertical
drops.
Test all light fittings prior to erection and allow for repairing, under guarantee or otherwise, any which prove to be
defective, either initially or during the Defects Liability period.
Locations and mounting details for general purpose outlets shall be to the approval of the Architect.
In toilets etc., outlets shall be placed at approximately 1 metre above floor level.
In kitchen areas, all outlets shall be placed at bench height unless noted otherwise on the drawings.
Location of light switches shall be at 1000 mm above floor level unless notified otherwise by the Architect. Check door
swings and location of door latch hardware before installation of switches.
Wiring to Fixed Appliances
Supply and install a suitably rated isolating switch adjacent to each fixed appliance. Terminate the circuit cables at the
isolating switch, and extend cabling from the switch to the appliance in flexible conduit. Supply sufficient length of
conduit and cable to allow the appliance to be removed for cleaning and maintenance purposes without
disconnection.
Name Plates and Labels
Labels as required for identification of terminals, circuits, equipment and components located in switchboards and the
like shall be of the engraved laminated plastic type, having black lettering on a white background.
Minimum size of lettering shall be 6 mm unless specified otherwise.
Labels identifying distribution boards and other major items of equipment shall be similar to the above, with the
exception that lettering shall be a minimum height of 25 mm.
Labels and nameplates shall be drilled and fixed using screws with washers and nuts. Self tapping screws or
adhesive shall not be used for fixing of labels.
Fastenings and Fastening Materials
Firmly secure in place all conduits, ducting, trays, cable, switches, receptacles, boxes, panels, distribution
switchboards, outlets and similar equipment furnished under this Specification. Use expansion shields or concrete
inserts with concrete or brick; toggle bolts on hollow tile or wood lath; wood screws of adequate gauge on timber.
Do not cut or weld to any part of the building structural steel without prior approval by the Architect.
SPECIFICATION
FOR
HYDRAULIC SERVICES
AT
TORQUAY 3228
VICTORIA
FOR:
TORQUAY SURF BEACH PUBLIC FACILITIES
PROPOSED TOILET AMENITY& KIOSK BUILDING.
HYDRAULIC SERVICES CONSULTANT:
P.J.TIBBALLS & ASSOCIATES PTY LTD
71 CARWEEN AVENUE
MITCHAM, VIC 3132
PH (03) 9873 3948
TENDER ISSUE
AUGUST 2010
Proposed Amenity Building, Torquay.
Hydraulic Services
CONTENTS
1.1 SCOPE ................................................................................................................................................ 3 1.2 STANDARDS AND REGULATIONS..................................................................................................... 3 1.3 APPROVED SUBCONTRACTORS ...................................................................................................... 3 1.4 WARRANTIES ..................................................................................................................................... 3 1.5 TESTING ............................................................................................................................................. 3 1.6 FEES ................................................................................................................................................... 4 1.7 AS BUILT DRAWINGS ........................................................................................................................ 4 1.8 CERTIFICATION ................................................................................................................................. 4 1.9 SPECIAL CONDITIONS ...................................................................................................................... 4 1.10 SAFETY ............................................................................................................................................... 4 1.11 SCHEDULES OF RATES .................................................................................................................... 4 2 DRAINAGE .................................................................................................................................................. 5 2.1 SCOPE ................................................................................................................................................ 5 2.2 SETTING OUT ..................................................................................................................................... 5 2.3 CONCRETE......................................................................................................................................... 5 2.4 EXISTING DRAINS ............................................................................................................................. 5 2.5 DIVERSIONS....................................................................................................................................... 5 2.6 SITE CONDITIONS AND SERVICES.................................................................................................. 5 2.7 LOCATIONS ........................................................................................................................................ 6 2.8 LAYING ............................................................................................................................................... 6 2.9 BACKFILLING ..................................................................................................................................... 6 2.10 INSPECTION SHAFTS........................................................................................................................ 6 2.11 STORMWATER DRAINAGE ............................................................................................................... 6 2.12 SEWER DRAINAGE ............................................................................................................................ 8 2.13 LAYING ............................................................................................................................................... 8 2.14 TESTING SEWER DRAINS ................................................................................................................ 8 2.15 FEES ................................................................................................................................................... 8 2.16 CERTIFICATION ................................................................................................................................. 8 2.17 QUALITY ASSURANCE ...................................................................................................................... 9 3 PLUMBING ................................................................................................................................................ 10 3.1 SCOPE .............................................................................................................................................. 10 3.2 PLUMBING DRAWINGS ................................................................................................................... 10 3.3 CO-ORDINATION .............................................................................................................................. 10 3.4 MATERIALS ....................................................................................................................................... 11 3.5 WORKMANSHIP ................................................................................................................................ 11 3.6 FIRE SERVICE .................................................................................................................................. 12 3.7 WATER SERVICES ........................................................................................................................... 12 3.8 SOIL AND WASTE PLUMBING.......................................................................................................... 14 3.9 FIXTURES ......................................................................................................................................... 14 3.10 FAUCETS .......................................................................................................................................... 15 3.11 LP GAS .............................................................................................................................................. 15 3.12 SPOUTING ........................................................................................................................................ 15 3.13 BUILDER'S WORK............................................................................................................................. 15 PJ Tibballs & Associates Pty Ltd
August 2010
2
Proposed Amenity Building, Torquay.
Hydraulic Services
GENERAL PREAMBLE
1.1
SCOPE
The contractor shall be responsible to make all allowances and provide all
necessary materials, valves, labour, penetrations and all other components
indicated or not on the documentation to provide a complying installation as
required by the intent of the documentation, Building Code of Australia, Australian
Standards, manufacturer’s requirements and to the relevant Authorities
requirements. This specification is for pricing purposes only, and shall form part of
the building services documentation to be read in conjunction with all other
services documents. Hydraulic services set out as per the Architectural drawings.
Clarify any discrepancies during tender and prior to lodging tender.
1.2
STANDARDS AND REGULATIONS
Unless otherwise specified, comply with the requirements of all specified Standards
and Codes of Practice inclusive of but not limited to the applicable standards as
required by the nature of the installation, listed in AS no.3500, BCA, Council
requirements and the Sewerage and Water Supply Authority. Conform with the
regulations of the local Authority, or any other authorities having jurisdiction over
the whole or any section of this work. Where Australian Standards and codes do
not exist the appropriate British/American standard or code shall apply. Where the
contract documents call for standards higher than the minimum permitted by the
above codes and regulations, such higher standards shall be provided.
1.3
APPROVED SUBCONTRACTORS
If any section of this work is sub-let, it shall only be to a competent experienced
firm with current registrations and approved by the Superintendent.
1.4
WARRANTIES
From the date of Practical Completion, warrant against defects in materials and
workmanship for 104 weeks.
Warranties to incorporate drainage, sanitary plumbing and water harvesting.
Make good any such defects during that period to the Superintendent's approval
without cost to the Proprietor and with a minimum of inconvenience to the
Proprietor or the occupants.
1.5
TESTING
All drainage and plumbing services shall be tested by Casey Inspection services
and approved by the appropriate Authorities and the Superintendent prior to
concealment. All unsatisfactory or defective work shall be replaced free of cost to
the Proprietor. The contractor shall lodge all applications and pay all costs involved
and shall provide all necessary apparatus and other incidental materials and labour
required to carry out testing. Give the Superintendent at least 3 days notice before
commencement of any tests. Allow to comply with all maintenance requirements
for all services for the warranty period, including regular servicing/testing
inspections. Guarantee the performance and operation of the installation for the
warranty period. Arrange for regular inspections to incorporate the `rough-in’ all
services prior to concealment and at completion, pay costs.
Advise the client of maintenance arrangements as set out in the relevant standards
and provide a copy the services requirements to comply with the standard.
PJ Tibballs & Associates Pty Ltd
August 2010
3
Proposed Amenity Building, Torquay.
1.6
Hydraulic Services
FEES
Pay all costs involved in obtaining approvals and certificates and in observing all
other requirements of the Authorities and for checking of drawings by Authorities.
Costs to be inclusive to cover headwork’s charges, contribution fees, application
fee, inspection fees, and all other related fees as required by the Authority.
1.7
AS BUILT DRAWINGS
Record all changes made to installation and related works as they occur and pass
dimensioned records to the Superintendent on completion of the work. On
completion of all testing and before Practical Completion, provide the
Superintendent with three copies of all technical data and as constructed drawings
necessary for the complete operation and maintenance of the plumbing installation.
Information to be indexed correlated and presented in manuals. As built drawings
to be produced on a cad package equal to AutoCAD 14 or later. Provide 3 sets of
as-built drawings with an electronic copy on CD. Include names and other
information relevant to suppliers, equipment and maintenance, and enclose
manufacturer's publications where applicable.
1.8
CERTIFICATION
Subject all procedures, recording, testing and commissioning of each plumbing and
fire protection system as provided and installed by the sub contractor to a quality
assurance programme which records all actions undertaken and achieved during
each installation process. Incorporate certification record sheets within the
maintenance manual.
1.9
SPECIAL CONDITIONS
There will be no work on Sunday .
1.10
SAFETY
Take every precaution to ensure the protection at all times of all persons on or about
the site, including all work personal, subcontractors, staff, residents, visitors and
adjoining property.
Provide and maintain facilities to comply with the safety rules and regulations of any
body or Authority having jurisdiction over the proposed works.
Comply with and observe the provisions and recommendations of the building
Industry Agreement relative to safety, safety helmets and first aid.
1.11
SCHEDULES OF RATES
As part of the tender the contractor shall provide a detailed break - up schedule of
rates for each service, eg drainage, water, hot water, stormwater etc. The schedules
and rates shall incorporate metre rates and will be fixed for the duration of the project.
These schedules shall be submitted with the tender.
PJ Tibballs & Associates Pty Ltd
August 2010
4
Proposed Amenity Building, Torquay.
2
DRAINAGE
2.1
SCOPE
Hydraulic Services
The work in this section covers but is not necessarily limited to the following:
2.2
(a)
Sewer
(b)
Stormwater
SETTING OUT
Setting out of the site works and drainage shall be done by a licensed contractor
who shall provide a signed certificate stating the installation is complying with the
Standards and has been constructed in accordance with the intent of drawings and
to Authorities' requirements.
2.3
CONCRETE
Unless otherwise described, concrete required under this section shall conform to
the requirements of AS no. 1379. Aggregates shall consist of clean, hard particles
free from dust, loam and other impurities. Coarse aggregate shall be sharp broken
bluestone, granite or approved hard gravel and, unless otherwise specified, shall
be of 20mm maximum gauge. Cement shall be normal Portland cement to AS no.
1315. Concrete shall be mixed:
(a)
One part cement, 2 parts clean sand and 4 parts coarse aggregate;
(b)
In suitable proportions to give a 28 day compressive strength of not less
than 20Mpa.
Use the least amount of water necessary to produce a workable mix.
Protect concrete, and cure continuously for at least 72 hours with an approved
sealed polythene sheet or wax based proprietary curing compound, except that the
curing compounds shall not be used on any surface to which any subsequent finish
is to be applied.
Exposed surfaces of concrete shall be finished with 3:1 cement mortar, applied
monolithically with the concrete wherever possible.
2.4
EXISTING DRAINS
Approximate locations of existing drains are indicated on the drawings.
Locate/trace and expose existing drains and branches, prior to excavation, cut and
seal redundant branches and drains. If significant differences are found, refer to
the Superintendent before proceeding. Dial before you dig, trace and expose all
existing services.
2.5
DIVERSIONS
N.A
2.6
SITE CONDITIONS AND SERVICES
Contractor shall make all allowances to visit the site and to thoroughly investigate
the existing services and site conditions. Ascertain the ground conditions and soil
report and as required by the report make allowance for bad ground and or the
possibility of electrolysis. Make all allowances to trace and as required expose by
hand existing services. No variations will be allowed on the contract which is in the
opinion of the Superintendent, due to failure of the Builder or his sub-contractors to
verify site services/conditions and make allowances for same.
PJ Tibballs & Associates Pty Ltd
August 2010
5
Proposed Amenity Building, Torquay.
2.7
Hydraulic Services
LOCATIONS
Locate existing drainage points cut-in and extend to proposed fixtures as indicated
on the hydraulics documentation. Pay costs and lodge application.
2.8
LAYING
Locate and cut-into the existing sewer branch, start laying main drains at point of
outfall and insert oblique junctions for branch drains as work proceeds, connect to
all fixtures, appliances, tundishes and stacks as required. Sweep junctions on
grade will not be accepted. Supply and install all materials, labour, machinery,
safety requirements, and ancillary components to complete the installation. Install
below ground drains in positions indicated and to all Authorities' requirements.
Where and as required by the nature of the installation provide all inspection
openings, inspection openings to surface, expansion joints, reflux valve, heavy duty
valve covers, fittings, jump-ups, pump packages , electrical conduits between
pumps and control panels, and all other related works. Set out the drains to
provide maximum grades and lay each pipe to uniform falls with sockets facing
upgrade, spigots fully inserted and with allowance for bedding and or clipping from
the structure. Note, allow to cut and seal and remove redundant services. Confirm
all levels prior to installing drainage systems. Fusion welded systems will not be
accepted.
Temporarily seal all open ends of the drains at the end of each day with accurately
fitting plugs, caps or blank flanges to prevent entry of foreign matter. Do not use
paper, timber or scrap materials.
Provide all required shields and safety equipment as required by the nature of the
installation and to the requirements of the Occupational Health and safety
requirements.
2.9
BACKFILLING
After completion of jointing, testing and inspection of sewer drains, compact 6mm
fine crushed rock around pipes to ensure a firm, solid and continuous support.
Backfill with 6mm FCR in layers not exceeding 150mm to a consolidated height of
300mm above pipes. Fill above this level with approved excavated material except
where drains pass under floor slabs, roadways or paved areas, when filling shall be
of fine crushed rock of 20mm gauge in 150mm layers well consolidated or 25 Mpa
concrete as indicated. The top consolidated 200mm of backfill outside the building
area shall be of approved clean topsoil, unless otherwise indicated.
2.10
INSPECTION SHAFTS
Where indicated on the hydraulics drawing extend inspection shafts and or
openings to surface in 150mm and or 100mm sewer quality UPVC pipe complete
with screwed caps set nominally 150mm below finished surface level. Co-ordinate
on site the final surface levels prior to installing pit/valve covers.
Provide and install proprietary type concrete and or 199 heavy duty cast iron
inspection shaft covers over PVC screwed caps complete with redgum timber
supports. Inspection shaft covers to finish `flush' with surface level. Heavy duty
covers to trafficable areas shall be installed.
2.11
STORMWATER DRAINAGE
(a)
Pipes and fittings
Pipe for Stormwater drains shall be formed of sewer quality UPVC pipe AS
1260, FRC pipe class 2 to AS 4139 or Reinforced Concrete pipes to AS
4058, of sizes indicated and free from imperfection. Pipe fittings shall be of
PJ Tibballs & Associates Pty Ltd
August 2010
6
Proposed Amenity Building, Torquay.
Hydraulic Services
similar material and be compatible to fit the drainage pipes. Stormwater
drains under roads or carparks with less than 450mm cover shall be formed
with class 3 FRC/RCP pipe. Attention should be given to construction loads
on the pipes when selecting the drainage material. Refer to the
manufacturers and authority’s recommendations.
(b)
Laying
Excavate for and supply all material, equipment and machinery to install
stormwater drains generally as documented, to Authorities' requirements and
Project Manager’s satisfaction. Collect and store the roof water a 22,500litre
above ground ‘poly’ tanks or equal as indicated. Provide a 100mm overflow
and extend to existing stormwater drainage and or pit, check on site as to the
final pipe route prior to lodging tender. Provide Lowara scuba 2SC9
submersible pumps complete with shrouds, conduit, Bo-smart control panel,
level switches and main pressure by-pass. Provide a base suitable for the
tanks refer to the manufacturer’s recommendation for tank installation. The
harvested water to be pumped via a 20mm (ID) poly or equal to serve the
toilet cisterns. Provide electrical conduits from the pump to control panel,
conduits installed to electrical standards AS 3000. Provide draw wire/cord.
Provide medium hazard backflow devices, with all solenoid valves, mains
back-up, level sensors and all other components to complete the installation.
Covers and frames in trafficable areas to be class “B”. Provide draw
wire/cord. Provide permanent access to drains, pits or inspection shafts for
future maintenance. Pay all fees and lodge all applications. Form watertight
joints with solvent cement glue as for sewer installation and/or rubber ring
push-on joints. Provide FCR bedding to stormwater drains as for sewer
installation. Make all allowances to stabilise trenching through unstable
ground to comply with AS 3500 or to the local authority’s requirements. Cut
and seal existing redundant drains as required, allow to locate all existing
drainage. Provide and connect downpipes, tundishes, grated outlets, pits and
agricultural drainage as indicated. Saw cut and or bore existing pavements.
Locate the legal points of discharge and lay to best grade and as indicated
on documents. Select the appropriate material to suit ground and site
conditions and install to AS 3500 and manufacturer’s recommendations. The
stormwater drainage shall comply with AS3500 and to the Authorities
requirements.
(c)
Connections
Provide a uPVC glued connection to each downpipe. Provide all adaptors,
jump-ups as required and all ancillary material and fittings. Extend
stormwater drains as indicated from downpipes to tanks. The stormwater will
be a ‘live system’ all joints to be water tight.
(d)
Stormwater pits
Allow to locate existing stormwater pit and extend to the tank overflow. Saw
cut and or bore existing pavement, make good to match existing on
completion of the work.
(e)
Agricultural Drains Sub-soil
N.A
1.14
Downpipes
Downpipes shall be formed of 100 diameter sewer quality Upvc pipe refer
Architectural details. Co-ordinate final locations and inverts with the documentation,
other services and the Project Manager. Provide all downpipe adaptors, couplings,
elbows, test openings and fixings to secure downpipes to the Project Manager's
satisfaction. Downpipe joints to be glued and to be water tight as per sewer joints
Downpipe clips and shanks shall be Abey Pty Ltd or equal. Downpipe capacities
PJ Tibballs & Associates Pty Ltd
August 2010
7
Proposed Amenity Building, Torquay.
Hydraulic Services
shall be sized as required by, AS3500, the Authorities requirements and the local
conditions.
2.12
SEWER DRAINAGE
(a)
General
Sewer installations shall be installed in alignment with Australian Standard 3500, in
accordance with the BCA, Sewage Authority requirements and to the
Superintendents satisfaction. Lodge all applications and pay all costs.
(b)
Pipes and fittings
Where so indicated, sewerage drains and fittings shall be formed of unplasticised
polyvinyl chloride pipe, pipes and fittings complying with AS no.s 1260 and 1415,
cast iron pipe and fittings to AS no. 1631, 70/30 Brass to AS no. 1572. and stainless
steel to BS no 5572.
(c)
Jointing dissimilar pipes
Jointing of piping of dissimilar materials shall be done to the requirements of the
Authority.
2.13
LAYING
Locate existing sewer drain, cut-in and extend as indicated and connect to all
fixtures, floor wastes, reflux valve, safety trays and vents. Provide pipe, labour,
reducers, inspection openings, inspection chambers, jump-ups, clips, shanks, all
other ancillary items to complete a complying installation and as required by the
authority. Offset vent around structure and box gutter, flash the roof penetration and
provide cowl. Sweep junctions will be rejected, provide 45 oblique junctions with
radius bends as required. Where possible grade drainage to greater than 1 in 60
nominally 1 in 50 – 1 in 40.
2.14
TESTING SEWER DRAINS
Provide all necessary apparatus, materials and labour required for the complete
testing of new drains. Leave all drains and connections exposed until approved by
Casey Inspection services, the Architect and or the Authority. Pay fees.
Alterations to levels and grades shall be approved by the Architect and clearly
marked on as built drawings. Lodge all official certificates of approval with the
Architect at the completion of the project.
2.15
FEES
Pay all costs involved in obtaining approvals and certificates and in observing all
other requirements of the Authorities and for checking of drawings by Authorities.
Costs to be inclusive to cover, contribution fees, application fee, inspection fees and
all other related fees as required by the Authority.
2.16
CERTIFICATION
Subject all procedures, recording, testing and commissioning of each plumbing
system as provided and installed by the plumbing trade contractor to a quality
assurance program which records all actions undertaken and achieved during each
installation process.
Incorporate certification record sheets within the installation manual.
PJ Tibballs & Associates Pty Ltd
August 2010
8
Proposed Amenity Building, Torquay.
2.17
Hydraulic Services
QUALITY ASSURANCE
(a)
General
Provide a quality assurance programme including all works necessary in order to
propose, establish, maintain, monitor and document a quality assurance programme
covering all aspects of the installation and connection of the Services systems.
This programme: In accordance with the provisions of relevant Australian Standards.
(b)
Quality Inspection
Designate a Project Quality Manager required to have the duties listed below.
Provide the name and qualifications of the Quality Manager with tender submission.
Check all shop drawings for conformance to requirements prior to submission.
Check all materials for conformance to requirements prior to installation.
Check all manufactured items for conformance to requirements prior to installation.
Check installation of all items to be installed under the Specification.
Check all materials, welding, jointing, fixing and finishing of all pipework, insulation
and equipment, inclusive of testing.
Check all on site tests required to commission the works including the satisfactory
operation of all installed plumbing systems.
PJ Tibballs & Associates Pty Ltd
August 2010
9
Proposed Amenity Building, Torquay.
3
PLUMBING
3.1
SCOPE
Hydraulic Services
The work in this section includes, but is not limited to the provision, installation and
connection of the following plumbing services.
(a) Water Services (Hot and Cold Water).
(b) Fire Hydrants & Hose Reels.
(c) Soil and Waste Plumbing.
(d) Builder's Works.
(e) Sanitary Fittings.
(f) Schedule of Faucets.
The following work is not included in this section.
(a) Roof Plumbing and Stormwater Drainage.
Drainage – Specified, in Section 2.
3.2
PLUMBING DRAWINGS
Runs and locations of piping are shown diagrammatically for pricing purposes on the
contract drawings. Allow for all bends, offsets, jump-ups, slab & structural
penetrations, fire collars, expansion joints, testing to authorities and standards
recommendations. Saw cutting pavements, reducers, clipping drains, core holes,
acoustic treatment, compact floor wastes, stacks and installing drains in unstable
ground as required in AS3500. Provide flashings, lagging pipe work, chasing and or
saw cutting of walls and all other materials indicated or not to complete the
installation as required by the intent of the documents and the nature of the complex.
Provide materials and fittings necessary to avoid other services or structural
obstructions, co-ordinate with all other services drawings prior to installation. Water
pipe sizing is based on type ‘B’ copper.
The contractor shall prepare any further detailed layout drawings required after
consultation with all trades concerned. If conditions in the building necessitate
alterations in piping arrangements or location, refer such alterations to the
Superintendent for direction. The re-arrangement shall be recorded on the drawings
by the Contractor who shall keep the "as-built' drawings fully amended as work
proceeds. The drawings shall be read in conjunction with all Architectural
documentation and all other services documentation relevant to the project. Confirm if
there is any fill in the areas of construction and allow for installing services in filled
ground. Clarify any discrepancies with the documentation during the tender period.
Fixtures and appliance types and locations to be confirmed with the Architectural
detailed floor plans and or room data sheets. Make all allowances to provide and
install fixtures and appliances to waste and water. Provide arco valves to isolate
mixers and provide all valving to ensure cross connections are avoided. Eg shower
faucets.
Before the issue of the final certificate, lodge with the Superintendent the Authorities
certificates of approval, all official drainage plans and "as-built" drawings.
3.3
CO-ORDINATION
Co-ordinate the work of this trade with all others to avoid difficulties in set-out of
piping and other services. Arrange for all relevant trade and shop drawings to be
provided in due time and take all other necessary measures. Confirm all levels prior
PJ Tibballs & Associates Pty Ltd
August 2010
10
Proposed Amenity Building, Torquay.
Hydraulic Services
to installation of pit covers and or drainage systems. Where practicable services are
to be installed in a shared trench with other trades, co-ordinate on site the proposed
shared trench and configuration of services to be installed in the trench prior to
installation.
3.4
MATERIALS
(a)
Materials generally
All materials shall be the best specified quality and free from defects. Provide all
necessary connections, flanges, pipe fittings, sealants, solder/brazing, fixings,
materials, plant and labour to complete the work in a satisfactory manner. Inspect all
pipes and fittings before installation and ensure that no defective units are
incorporated. All fittings and fixtures for the installation of sewerage and water
services shall be tested, stamped and approved by the appropriate Authority.
(b)
Valves
Valves throughout shall be tested and approved by the local Authority and shall
comply with the relevant Australian Standard. Valves of the same manufacture
shall be installed throughout. Provide 100mm diameter PVC pipe over spindle
assembly with 150mm x 150mm cast iron stop tap box. Fix firmly in position over
spindle to allow for access to valve cap. Exposed valves shall be chrome plated.
Gas valves: Gas Authority approved of sizes indicated.
Gate valves (screwed) shall be bronze of Johns (Fig.No.59) or equal.
Check valves (screwed) shall be bronze of Johns (Fig.No.4B) or equal
Ball Valves (screwed) shall be of Johns manufacture or equal
(c)
Fittings to valves
All fittings to brass gate, ball and stop valves shall be of DR cast brass of approved
make and pattern, tested and stamped by the appropriate Authority. Provide unions
or flanges to each side of valves to each side of valves to permit removal of valves.
Up to 50mm these shall be screwed and over 50mm these shall be flanged.
Exposed fittings shall be chrome plated.
3.5
WORKMANSHIP
(a)
Setting out
Set out pipework accurately as shown on the drawings, providing the space
necessary for all pipework, fittings and controls. Conceal piping from view
wherever possible. Pipes in ducts, under slabs or in chases shall be lagged. Run
piping parallel to walls unless otherwise indicated. Set out pipes free of each other
and so that they are readily replaceable for their full length. Pipes shall not be
buried in inaccessible places unless so directed or approved by the
Superintendent.
Provide suitable lose connections, compression unions and or stainless steel
braided flexible type connections to permit ready removal of all fixtures and valves.
Exposed piping to be chrome plated type ‘B’ copper and or stainless steel braided
hose.
(b)
Cleaning and capping
Clean out all piping before, during and after installation. Take all necessary
precautions to prevent debris or any materials from entering pipe work. Temporarily
cap or plug off the ends of all partly completed runs or piping to approval. Such
plugs and/or caps shall not be removed until further extensions to that section are
to be commenced. Clean all foreign material off seats and washers prior to
Practical Completion. Isolate from each other, approved methods of jointing or
PJ Tibballs & Associates Pty Ltd
August 2010
11
Proposed Amenity Building, Torquay.
Hydraulic Services
insulation, all materials that may set up a corrosive action when in contact. For
jointing copper or copper alloy tubes or sheets use brazing rods which comply with
the authority's approval.
(c)
Plating
Where chromium plating is specified, it shall mean: on non-ferrous metals nickel
and then chromium. Finish all chromium plating to an approved regular finish.
Chromium plate all exposed service piping excluding traps in plant room areas or
as directed.
(d)
Cover Plates
Provide chrome plated cover plated of sizes required to fit snug over lugged elbows
prior to installing water connections to fixtures.
(e)
Water hammer
Take all necessary precautions to prevent water hammer and rectify it where it
occurs.
3.6
FIRE SERVICE
N.A
3.7
WATER SERVICES
(a)
General
Carry out the water supply installation in accordance with the regulations of the
Water Supply Authority, complete with all piping, valves, fittings, lugged elbows and
associated items, testing the installation at 1500 Kpa for 30 minutes and other
associated works. Piping and fittings shall be full bore, pipe bore as per table 1.1 in
AS 3500 part 1.2 and fittings not to restrict the flow, velocities in pipe and fittings
shall not exceed 3m/sec.
(b)
Materials
Construct the service in PE, PB and or copper tubing to the gauges indicated for
Type B tube in Table 3 of AS No.1432.
Jointing: Copper tubes shall be well jointed throughout by approved capillary
fittings, silver soldered by purpose-made joints, using forming tools. Submit sample
joint for approval before proceeding. Fittings shall not restrict the pipe bore and
allow for a full flow.
Reticulation: Locate the exiting 20mm water service, cut in and provide a 20mm
ball valve with a cast iron valve box to suit. Extend a 20mm/25poly cold water
service from the valve and extend as indicated to fixtures, control panels, mains
water by-pass and appliances requiring cold water and as indicated. Provide a
20mm check meter to meter the toilet block and proposed kiosk. Provide and install
Stiebel Eltron heat pump hot water package complete with 60 degree thermostats.
Extend coldwater to fixtures and other appliances requiring cold water. Isolating
valves above and below ground shall be lockable type ball valves. The piping
system shall be of full bore including fittings. Provide isolating valves, sirrus ts500
temp valve for the kiosk basin, co-ordinate final location on site. Refer to the
Architectural schedules and or room data sheets for tapware requirements. Provide
non return valves to tapware water branches to ensure cross connection cannot
occur.
Piping: External reticulation lines may be ‘ploy’ of internal sizes complying with as
3500 2.2 table 1.2 with approved fittings. Fittings shall not restrict the internal pipe
bore.
PJ Tibballs & Associates Pty Ltd
August 2010
12
Proposed Amenity Building, Torquay.
Hydraulic Services
Laying: Excavate lay pipes in straight lines accurately to the lines shown. Take care
during all handling to avoid damage to pipes and fittings. Clean each pipe and
fitting immediately before laying. Bed firmly in the trenches so that the barrel of
each pipe is continuously supported. Whenever the work is to be left overnight,
every open pipe end shall be plugged with close fitting tapered wooden plugs or
other approved seals. Pipes below concrete shall have not less than 300mm cover.
Where indicated 15mm hose bibs shall be chrome plated brass anti-vandal hose
bibs securely fixed 750mm high to redgum posts, or masonry walls. Extend 20mm
service to hose bib lugged elbow, hose bibs shall be of sizes indicated. Provide to
the proprietor two sets of spindle keys and sluice valve key as required.
(c)
Internal reticulation
Reticulate as indicated on the drawings throughout the installation in type `B’
copper tube and or PB system with manufacturer’s fittings to match. Fittings to be
full bore, fittings that restrict the internal bore of the pipe will not be accepted.
Provide valves with `O' ring seals of appropriate diameter where indicated on
drawings. Provide where possible 20mm internal diameter branch lines and
connect to a 20X15 reducing lugged elbows. Pipe off-cuts shall not be used to
fabricate other lengths of pipe. Copper pipe shall not be embedded in concrete
unless specifically authorised by the Superintendent. If so authorised, `type B'
tubing AS No.1432 or heavier in the as-drawn state shall be used it must be lagged
with an approved lagging and is to be straight and free of joints, fittings, branches,
changes of direction or any other impediment to expansion. The tubing shall have
at least 25mm cover of concrete and shall be located between layers of
reinforcement. Generally cold water branches to groups of plumbing fixtures shall
be complete with 20mm ball valves for maintenance. Ball valves located behind
and or above hinged access panels. Where `plastic’ type pipe systems are to be
suspended provide adequate support and or brackets such as cable trays, uni strut
or equal approved.
Where joints are required between piping and screwed fittings, provide suitable
teflon tape and or hemp and jointing compound. Where service lines penetrate
metal studs and similar framing provide sections of suitable polythene tube 100mm
long around the pipes adjacent to the framing. Fix securely by taping to prevent
movement when in service. Cold water piping chased in walls shall be lagged.
Extend cold water of sizes indicated in the ceiling space and extend cold water
branches to walls and ducts and connect all fixtures, thermostatic valves, stop
valves, hose bibs, hot water units and all other equipment requiring cold water.
Provide and install Britex sensor system to the urinal, provide 20mm cold water ball
valves as required and all other components to complete the installation. Allow for
commissioning by Britex. Extend the flush pipe to the sparge, conceal the
flushpipe.
Isolate bathroom fixtures with Arco isolating valves and ball valves top wet areas.
Generally arco valves located on lugged elbows, eg sinks, trough and basins, ball
valves to isolate bathrooms and or ensuites.
(d)
Hot water service
Provide Steibel Eltron 300 litre heat pump package with fixings, piping
connections, valves, pumps and all other components required and as indicated,
and suppied with 60 degree thermostat, 20mm inlets and outlets. Isolating valves
and non return valves fitted to hot water cylinders. Conceal pipe work under roof
and in wall cavities. Piping and fittings shall be full bore and fittings shall not restrict
the flow, velocities in pipe and fittings shall not exceed 3m/sec. Provide all valving,
lagging, drains, flashing, ball valves, non return valves, adaptors and all other
associated components. Extend pressure temperature relief drains to tundishes.
Extend hot water lines complete with all branches of sizes shown, connect to all
fixtures, Pipe sizes including fittings refer to internal bore, refer AS3500 part 1.2
PJ Tibballs & Associates Pty Ltd
August 2010
13
Proposed Amenity Building, Torquay.
Hydraulic Services
table 1.1. Install hot water units to manufacturer’s recommendations. Hot water
temperature at the hot water unit set to a minimum of 65 degrees. The maximum
hot water static outlet pressure to be 850Kpa.
3.8
SOIL AND WASTE PLUMBING
(a)
Plumbing system
The plumbing has been designed as indicated. Connect to UPVC sewer where
shown.
(b)
Materials
Construct the system in the following tube materials with matching fittings:
SEWER,
POLYPROPYLENE
CAST IRON
WASTE,
POLYPROPYLENE
VENTS,
UPVC
STAINLESS STEEL
Tubes shall conform to the following standards:
UPVC
AS No.s 1280 and 1415
70/30 BRASS AS No
1572
316 S/STEEL BS No
5572
UPVC wastes and vents: Shall be jointed by a suitable approved adhesive cement
applied to both faces. Clean spigot and socket surfaces with suitable cleaning fluid
before applying cement. Set pipes true in line. Suspended piping shall comply with
the acoustic requirements set out in the BCA. Stainless steel shall be a push fit
rubber ring system, Cast iron shall be butt jointed and sealed with by a stainless
steel band with rubber gasket.
(c)
Pipework
Set out pipework accurately as shown and as required by the nature of the works.
Connect all vents, fittings, fixtures and traps. Provide inspection openings to
surface as indicated, at all junctions and bends and as required by the Authority.
Fabricate pipe lines from the longest possible lengths. Sections built up from short
lengths of off-cuts will not be accepted. Extend vents and offset around structure to
the required heights above roof and flash. Connect wastes to drainage. Fit
approved vent cowls to tops of all vents. Exposed pipework shall be chrome plated
brass and or polished stainless steel. Plug and washers to match.
3.9
FIXTURES
(a)
General
Provide sanitary fixtures and fittings as indicated on the Architectural schedule and
conforming to the requirements of the appropriate Authority. Fix accurately and
securely in position and connect to water, waste and soil pipe lines as applicable.
(b)
Materials
Vitreous china fixtures shall be evenly glazed inside and outside except undersides
of pedestal units and backs of basin aprons. Fixtures shall be true in shape, free
from fire cracks and surface defects and subject to the approval of the
Superintendent. Where applicable, supply fixtures complete with integral overflow,
(eg basins) chrome plated brass tested plug and washer. Basins shall be fitted with
approved PVC traps. Unless otherwise specified, vitreous china fixtures shall be
white, fixtures shall be complete with all fixing brackets.
Stainless steel fixtures are specified later.
PJ Tibballs & Associates Pty Ltd
August 2010
14
Proposed Amenity Building, Torquay.
3.10
Hydraulic Services
FAUCETS
(a)
General
Faucets shall be of approved manufacture, fitted with controls as specified and with
half turn ceramic discs with non return valves. Exposed surfaces of faucets and
associated fittings shall be ground and buffed smooth and, unless otherwise
specified, shall be chrome plated to an approved polished finish. All faucets shall
comply with current requirements of the Authorities, W.E.L.L.S, MP52 and AS.
No.1718. Valves shall be 15mm unless otherwise noted. Handles: Unless
otherwise described, valve control handles shall be of an approved vandal-proof
pattern splined to fit spindle complete with identification buttons in handles, colourcoded to Superintendent's direction. Breeching Pieces: Shall be straight or curved
as shown, with ends brazed to stop cocks. Provide inline non return valves and or
integral non return valve to wall breeches and or shower mixers.
Outlets: Shall be as indicated with 80mm nominal diameter base flanges complete
with fixed or swivelling over-slung outlet and nozzles as specified. Bases shall be
screwed for coupling tails.
(b)
Testing
After complete assembly and before delivery to the site, submit all faucets and
valves to the appropriate Authority for testing and stamping. Fittings not so
stamped will be rejected.
(c)
Faucets and Fixtures
Refer to Architectural schedules of faucets and fixtures.
3.11
LP GAS
N.A
3.12
SPOUTING
N.A . Refer roof specification.
3.13
BUILDER'S WORK
Associated builder's works for hydraulic services.
(a)
Provide power to hydraulic fixtures and appliances as required.
(b)
Tracing underground services prior to excavations.
(c)
Installation of joinery with penetrations cut for fixtures.
(d)
Fixtures fixed to benches by cabinet maker.
(e)
Making good to walls, floors, etc. to match existing.
(f)
Co-ordination of Hydraulic services subcontractor with all other Services
subcontractors.
(g)
Trimming/nogging out frames for access panels.
(h)
Altering and adjusting the frame to allow for pipe penetrations.
(i)
Provide concrete spoon drains as indicated
Coring holes through concrete and or metal beams/rafters.
PJ Tibballs & Associates Pty Ltd
August 2010
15
K.04
K.03
K.02
K.01
1
1
B
B-MX
Sink
2
9
LTI-1
LTE-3
1
4
LTE-3
LTE-4
Wall Mounted Uplights
Ext. Inground Uplights
Severy Surround
Ext. Inground Uplights
Interior Lighting
Recycled Sheet Piling
Circular Sky Light
1
1
2
SB
D-SND
GPO-E
LTE-1
Exterior Lighting
External Power Point
Door Surround
Switchboard
Hot Water Heat Pump
40
3
SHT-PL
LTE-3
Ext. Inground Uplights
Recycled Sheet Piling
ALFRESCO TERRACE
1
1
HWS
Floor Waste
Back Draft Wall Vent
SERVICE COURT
1
S-SND
SERVERY
3
43
1
FW
SKY
1
VENT
SHT-PL
1
GPO-S
Single Power Point
Double Power Point
4
GPO-D
Collingwood
Arcelormittal / JSteel
Thorn Lighting
Clipsal
-
-
Stiebel Eltron
Hunza
Collingwood
-
Collingwood
Thorn Lighting
Arcelormittal / JSteel
Regent Sky Lights
ACO Australia
Qasair
Clipsal
Clipsal
-
-
Fridges
Rangehood
F
-
Reece
Caroma
Waste Bin
Basin Mixer
Basin
Reece
Reece
Manuf / Supplier
GLO30/LED3
GU16-400d
96059441
Standard dbl. GPO
-
-
WWK300A
DL/R SS
GLO30/LED3
-
GLO30/LED3
96234392
GU16-400d
800A3SS
EG 150/110TM-3i
BD/WV-H-2 MGS
Standard dbl. GPO
Standard dbl. GPO
-
-
-
-
664715W
Nobili - Reflex
Solus MKII 1 3/4
Model / Code
98mm Ø
400Lx145D (H varies)
166W x 1294L
-
8mm thk Plate Steel
-
1875H x 660mm Ø
82.5mm Ø
98mm Ø
8mm thk Plate Steel
98mm Ø
111W x 1294L
400Lx145D (H varies)
800mm Dia
150mm Dia
240H x 460L
-
-
-
-
-
-
415W x 415W
-
1200L x 500W x 195D
Size
Torquay Surf Beach Public Facilities
Sink Mixer
Item
|
RH
BN
1
1
S-MX
KIOSK
Qty.
S
Abrev
KIOSK BUILDING
Fixtures & Fittings Schedule
-
Rust
-
-
-
-
-
-
-
-
-
-
Rust
-
-
-
-
-
-
-
-
-
White
-
-
Colour
Stainless Steel
Weathered Steel
-
-
WR350
-
-
Stainless Steel
Stainless Steel
WR350
Stainless Steel
-
Weathered Steel
Stainless Steel
Stainless Steel
Stainless Steel
-
-
-
-
-
Chrome
Vitreous China
Chrome
Stainless Steel
Finish
Surface mount as per manufacturers specs. and in locations shown on drawings
Driven into the ground to structural engineers specifications and aligned as per drawings.
Thorn STORMF2 AC 2X28W T16 HF L000 - Ceiling mounted as shown on drawings.
As per electrical drawings & specification.
Fabricated to suit application. Refer architectural + structural drawings.
AS approved surface mounted switchboard
Refer Hydraulic Engineers drawings and specification.
Wall mount as per manufacturers specs. and in location shown on drawings
Surface mount as per manufacturers specs. and in location shown on drawings
Fabricated to suit application. Refer architectural + structural drawings.
Surface mount as per manufacturers specs. and in locations shown on drawings
Thorn 'ImpactForce II' - 1 x 28W T16 HF L000 - Ceiling mounted as shown.
Driven into the ground to structural engineers specifications and aligned as per drawings.
Square base with concrete hob.
Floor waste to be suitable for concrete & epoxy floor with perforated grate
Back Draft Wall Vent - Marine Grade Stainless Steel - Future Range Hood Extraction
As per electrical drawings & specification.
As per electrical drawings & specification.
To be supplied by TENANT
To be supplied by TENANT
To be supplied by TENANT
Posh 'Solus Lever' basin mixer
Caroma "Liano" inset vanity basin - Single tap hole
Nobili Reflex Sink Mixer
Right hand bowl / Left hand drainer
Description
TENDER : Issue A : JULY 2010
A.02
A.01
Item
2
WC-BT
2
2
1
2
HR
HK
LTI-1
LTI-2
PS
3
1
1
3
2
1
2
FW
HR
HK
LTI-1
LTI-2
PS
3
WC
3
1
SD
TRH
2
B-TW
WC-BT
2
B
Basin
|
Thorn Lighting
Locker Group
Security Sceens
Thorn Lighting
RBA Group
Britex
ACO Australia
Britex
Britex
Britex
Britex
Delabie
Emergency Lighting
Interior Lighting
Clothes Hooks
Hand Dryer
Floor Waste
Toilet Roll Holder
Dual Flush Button
Toilet Suite
Soap Dispenser
Basin Tapware
Britex
Locker Group
Basin
Thorn Lighting
Security Sceens
Thorn Lighting
RBA Group
Britex
ACO Australia
Britex
Britex
Britex
Britex
Britex
Delabie
Britex
Manuf / Supplier
Boston 311
SIMRUN110M
96234392
B-233
BTX-2200SA®
EG 150/110TM-3i
BTX841
PFS
PCS
BTX641
74531 AB
HBGU
Boston 311
SIMRUN110M
96234392
B-233
BTX-2200SA®
EG 150/110TM-3i
USAN
BTX841
PFS
PCS
BTX641
74531 AB
HBGU
Model / Code
To suit application
230H x 335L x 82W
111W x 1294L
30W x 55H x 30D
-
150mm Ø
273W x 273H x 120D
-
355W x 400H x 650D
150W x 260H x 106D
-
450W x 300H x 400D
To suit application
230H x 335L x 82W
111W x 1294L
30W x 55H x 30D
-
150mm Ø
610W x 2810L
273W x 273H x 120D
-
355W x 400H x 650D
150W x 260H x 106D
-
450W x 300H x 400D
Size
Torquay Surf Beach Public Facilities
Emergency Lighting
Interior Lighting
Clothes Hooks
Hand Dryer
Floor Waste
Urinal
Toilet Roll Holder
Dual Flush Button
Toilet Suite
Soap Dispenser
Basin Tapware
FEMALE AMENITIES
1
1
FW
2
2
WC
1
1
SD
UR
2
TRH
2
B-TW
MALE AMENITIES
Qty.
B
Abrev
AMENITY BUILDING
Fixtures & Fittings Schedule
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Colour
Stainless Steel
-
-
Stainless Steel
Stainless Steel
Stainless Steel
Stainless Steel
-
Stainless Steel
Stainless Steel
Chrome Plated
Stainless Steel
Stainless Steel
-
-
Stainless Steel
Stainless Steel
Stainless Steel
Stainless Steel
Stainless Steel
-
Stainless Steel
Stainless Steel
Chrome Plated
Stainless Steel
Finish
Fabricated architectural mesh screen with edge trims fixed to rear ventilation openings.
Thorn 'Simple Exit Run' - 1X10W Maintained
Thorn 'ImpactForce II' - 1 x 28W T16 HF L000 - Ceiling mounted as shown.
"Bobrick" surface mounted - fix at 1500mm min. above FFL. (3No.WC behind door)
Automatic operation hand dryer, recessed into wall. Fix 1120mm above FFL
Floor waste to be suitable for concrete & epoxy floor with perforated grate
Single Jumbo Roll - Surface mounted - Toilet Tissue Dispenser
-
Britex Centurion Pan with S trap, Seat and Rear fixings.
Surface mount as per manufacturers specs. and in location shown on drawings
TEMPOSTOP AB - Table mounted, self closing tap
Grandeur Hand Wash Basin - Wall mounted.
Fabricated architectural mesh screen with edge trims fixed to rear ventilation openings.
Thorn 'Simple Exit Run' - 1X10W Maintained
Thorn 'ImpactForce II' - 1 x 28W T16 HF L000 - Ceiling mounted as shown.
"Bobrick" surface mounted - fix at 1500mm min. above FFL. (2No.WC behind door)
Automatic operation hand dryer, recessed into wall. Fix 1120mm above FFL
Floor waste to be suitable for concrete & epoxy floor with perforated grate
Floor mounted "Sanistep Urinal" with rear water entry and Saniflush sensor system.
Single Jumbo Roll - Surface mounted - Toilet Tissue Dispenser
-
Britex Centurion Pan with S trap, Seat and Rear fixings.
Recessed Vertical Liquid Soap Dispensor with Pump Type Valve
TEMPOSTOP AB - Table mounted, self closing tap
Grandeur Hand Wash Basin - Wall mounted.
Description
TENDER : Issue A : JULY 2010
A.04
A.03
Item
2
1
HK
LTI-1
76
1
3
12
SHT-PL
D-SND
SN-D.1
LTE-3
Basin
|
Interior Lighting
Clothes Hooks
Hand Dryer
Floor Waste
Baby Change Table
Toilet Grab Rail
Toilet Roll Holder
Dual Flush Button
Toilet Suite
Soap Dispenser
Basin Tapware
Ext. Inground Uplights
Identification Signage
Door Surround
Recycled Sheet Piling
FEATURE WALLING
1
1
BC
1
1
GR-WC
HR
1
TRH
FW
1
1
1
SD
WC
2
WC-FB
1
B-TW
ACCESSIBLE WC
Qty.
B
Abrev
AMENITY BUILDING
Collingwood
Bluescope Steel
-
Arcelormittal / JSteel
Thorn Lighting
RBA Group
Britex
ACO Australia
JD MACDONALD
JD MACDONALD
Britex
Britex
Britex
Britex
Delabie
Britex
Manuf / Supplier
GLO30/LED3
-
-
GU16-400d
96234392
B-233
BTX-2200SA®
EG 150/110TM-3i
BCP-SS-R/BCP-SMKIT
GR0140
BTX841
PFS
PCDS
BTX641
74550
HBDA
Model / Code
98mm Ø
3mm thk. x 3000H
8mm thk Plate Steel
3000H x400L x 145D
111W x 1294L
30W x 55H x 30D
-
150mm Ø
585W x 902L
32mm Ø
273W x 273H x 120D
-
355W x 460H x 800D
150W x 260H x 106D
-
450W x 375H x 385D
Size
Torquay Surf Beach Public Facilities
Fixtures & Fittings Schedule
-
Rust
-
Rust
-
-
-
-
-
-
-
-
-
-
-
Colour
Stainless Steel
HW350
WR350
Weathered Steel
-
Stainless Steel
Stainless Steel
Stainless Steel
Stainless Steel
Stainless Steel
Stainless Steel
-
Stainless Steel
Stainless Steel
Chrome Plated
Stainless Steel
Finish
Surface mount as per manufacturers specs. and in locations shown on drawings
Laser cut &fold steel to cap each end of front sheet pile/timber wall as per drawings.
Fabricated to suit application. Refer architectural + structural drawings.
Driven into the ground to structural engineers specifications and aligned as per drawings.
Thorn 'ImpactForce II' - 1 x 28W T16 HF L000 - Ceiling mounted as shown.
"Bobrick" wall mounted clothes hooks - Fix at 965 - 1015mm above FFL.
Automatic operation hand dryer, recessed into wall. Fix 1120mm above FFL
Floor waste to be suitable for concrete & epoxy floor with perforated grate
Surface Mounted, Baby Change Station, Full Stainless Steel
Grab Rail WC - Concealed Cistern 40 degrees.
Single Jumbo Roll - Surface mounted - Toilet Tissue Dispenser
-
Britex Centurion Disabled Pan with S trap, Seat and Rear fixings.
Recessed Vertical Liquid Soap Dispensor with Pump Type Valve
TEMPOSTOP Lever Operated - Table mounted, automatic shut-off delay
Disabled Hand Basin - Wall mounted.
Description
TENDER : Issue A : JULY 2010
BK/TM
CO
W
SERVERY
SERVICE
COURT
TERRACE
K.02
K.03
K.04
W
E
S
N
ARCHITECTS TONY HOBBA PTY LTD
Ceiling
Walls
Floor
STL Pile
STL Pile
CO
Brush
STL Pile
E
W
Ceiling
GU 16-400
STL Pile
S
GU 16-400
GU 16-400
CO
GU 16-400
BK
BK
N
CO
WR350
WR350
Walls
STL Pile
BK
CO
W
E
S
CO
BK
BK
BK
Floor
Ceiling
Walls
Floor
N
BK
E
CO
-
BK
S
Ceiling
BK
BK
N
Walls
EP
CO
Floor
KIOSK
MATERIAL
K.01
SUBSTRATE
ELEMENT
ROOM No. ROOM
Weathered
Rust
Weathered
Rust
Stencil
To match
EP
Dusty Grey
ALS
P3
Ex. Agg
Desert Buff
Weathered
Rust
Weathered
Rust
PG1 • F7
Desert Buff
P.13 • B2
P.13 • B1
Rust
P.13 • B1
Natural
Weathered
Rust
FINISH /
COLOUR
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
ARCH.
-
-
-
-
-
CORNICE
KIOSK BUILDING | Torquay Surf Beach Public Facilities
Internal Finishes Schedule
-
-
-
-
FINISH /
COLOUR
-
-
-
-
-
-
-
-
-
-
SKIRTING
-
-
-
-
FINISH /
COLOUR
-
-
-
-
-
-
-
-
-
WINDOWS
+ DOORS
-
-
-
-
Recycled sheet piles installed as per engineers drawings.
Recycled sheet piles installed as per engineers drawings.
New pavement to match existing.
Recycled sheet piles installed as per engineers drawings.
Brush Fence panels with HW timber posts
Recycled sheet piles installed as per engineers drawings.
Exposed blockwork finish
Coloured exposed aggregate (shell grit) finish to new pavement.
WR350 XLERPLATE® steel fabrictaed to suit application.
WR350 XLERPLATE® steel fabrictaed to suit application.
Coloured exposed aggregate (shell grit) finish to new pavement.
Apply resin floor topping as per manufacturer's specifications
REMARKS
TENDER : Issue A : JULY 2010
PO BOX 38 ANGLESEA VIC 3230 TEL/FAX 03 52633524
FINISH /
COLOUR
BK
W
FEMALE
ACCESSIBLE + Floor
FAMILY
Walls
A.02
A.03
BK
BK
E
W
Ceiling
Walls
Floor
Ceiling
VB
W
STL Pile
STL Pile
E
W
GU 16-400
-
-
Weathered
Rust
Weathered
Rust
-
-
-
-
-
SQS
SQS
-
-
-
-
-
-
CORNICE
S
16 400
GU 16-400
CO
FC
EP
Dusty Grey
ESG
P4
ESG
P4
GRC
Clear
GRC
Clear
ALS
P3
EP
Dusty Grey
ESG
P4
ESG
P4
GRC
Clear
GRC
Clear
ALS
P3
PG1 • F7
Dusty Grey
P.13 • B2
P4
P.13 • B1
Clear
P.13 • B1
Clear
ESG
P4
ALS
P3
Stencil
To match
FINISH /
COLOUR
N
CO
TM
BK
BK
BK/TM
E
BK
BK
S
VB
BK/TM
EP
FC
BK/TW
N
CO
TM
BK/TM
S
Ceiling
VB
BK/TW
BK/TM
N
Walls
VB
CO
EP
-
BK
BK
VB
VB
EP
MATERIAL
Floor
ARCHITECTS TONY HOBBA PTY LTD
FEATURE
WALLING
BK
E
A.04
BK/TM
S
CO
BK/TM
N
Walls
Ceiling
CO
Floor
MALE
A.01
SUBSTRATE
ELEMENT
ROOM No. ROOM
-
-
-
-
-
-
-
-
P50
P50
-
-
-
-
-
-
ARCH.
-
-
ESG-E
P1
ESG-E
P1
-
FINISH /
COLOUR
AMENITY BUILDING | Torquay Surf Beach Public Facilities
Internal Finishes Schedule
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
SKIRTING
-
-
-
-
FINISH /
COLOUR
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
WINDOWS
+ DOORS
-
-
-
-
Recycled sheet piles installed as per engineers drawings.
Recycled sheet piles installed as per engineers drawings
drawings.
New pavement to match existing.
Paint finish to underside of mini slab panels.
140mm Stud Wall to house p
plumbing.
g Painted villaboard face
Polyurethane graffiti resistant coating, matt finish, directly on concrete.
Polyurethane graffiti resistant coating, matt finish, directly on concrete.
140mm Stud Wall to house plumbing. Painted villaboard face
Apply resin floor topping as per manufacturer's specifications
Paint finish to underside of mini slab panels.
Polyurethane graffiti resistant coating, matt finish, directly on concrete.
Polyurethane graffiti resistant coating, matt finish, directly on concrete.
140mm Stud Wall to house plumbing. Painted villaboard above
140mm Stud Wall to house plumbing. Painted villaboard above
Apply resin floor topping as per manufacturer's specifications
Paint finish to underside of mini slab panels.
Polyurethane graffiti resistant coating, matt finish, directly on concrete.
Polyurethane graffiti resistant coating, matt finish, directly on concrete.
140mm Stud Wall to house plumbing. Painted villaboard face
140mm Stud Wall to house plumbing. Painted villaboard face
Apply resin floor topping as per manufacturer's specifications
REMARKS
TENDER : Issue A : JULY 2010
PO BOX 38 ANGLESEA VIC 3230 TEL/FAX 03 52633524
FINISH /
COLOUR
Villaboard
PB
TM
TW
TW1
VB
Decking Oil
Enamel Semi-Gloss Paint Finish
Powdercoat Finish
Stain Finish
Graffiti Resistant Coating - Durethane® Clear
DO
ESG
PC
ST
GRC
Dulux Colour: Western Myalle
Dulux Colour: Soft Dove
Dulux Colour: Limed White
Dulux Colour: Quince Jelly
Dulux Design Chalkboard
P1
P2
P3
P4
P5
PAINT COLOURS
Tiles - Wall (Type 1)
CO
Clear Polyurethane Finish
CPU
Brick
EP
P50
P.13 • B2
P.13 • B1
626-84533
P.13 • B1
Fibre Cement Sheet
FC
PG1 • F7
Villaboard edge detail
Epoxy Resign
Render (Concrete)
REN
Tiles - Wall
Timber Framing
Plasterboard
JNRY Joinery
Concrete
Bl k
Blockwork
k
BR
BK
Acrylic Low Sheen Paint Finish
Fl A
Flat
Acrylic
li P
Paint
i Fi
Finish
i h
AF
FLOOR + WALL FINISHES
ALS
PAINT FINISHES
ARCHITECTS TONY HOBBA PTY LTD
Legend
TORQUAY SURF BEACH PUBLIC FACILITIES | Torquay Surf Beach Public Facilities
Internal Finishes Schedule
PO BOX 38 ANGLESEA VIC 3230 TEL/FAX 03 52633524
TENDER : Issue A : JULY 2010
External Finishes Schedule
KIOSK BUILIDNG
No.
|
Torquay Surf Beach Public Facilities
ISSUE A : TENDER : AUGUST 2010
Item
Element
Abbrev
Substrate
Material
Finish
Colour
Abbrev
Supplier/Manufr
1
Roof
Sky Lights
Graded Screed
Mini Slab Roof Substrate
SKY
R.1
R.2
CO
CO
CO
Acylic/S. Steel
Concrete Screed
Precast Concrete
A/SS
CO
CO
Clear
Natural Grey
Natural Grey
Regent Skylights
Hollow Core
2
Soffits + Eaves
Mini Slab Roof Substrate
C.2
CO
Precast Concrete
P
P3
Dulux
3
Walls
Recylced Steel Pile
Concrete Block Wall
Door/Window Aperture
W.1
W.2
W.4
STL Piles
Steel
Concrete Block
WR350 Steel Plate
Weathered
Smooth
Weathered
Rust
Charcoal
Rust
-
4
Doors, Gates +
Shutters
External doors
External door frames
External Gate
External Gate Frame
External Hinged Servery Doors
External Hinged Servery frames
DT
TM
DT
STL
DT
STL
Framing
Framing
STL Frame
STL Piles
STL Frame
STL Piles
Timber
KDHW Timber
Timber
Steel
Timber
Steel
ESG-E
ESG-E
Weathered
Weathered
Weathered
Weathered
P1
P1
Natural
Rust
Rust
Rust
-
Dulux
Dulux
Bluescope Steel
Bluescope Steel
Bluescope Steel
5
External Steelwork
Generally
STL
-
Steel
GALV/PC
P1
-
Contractor
6
Terrace
Existing - Pavement
Feature - Pavement
CO
CO
CO
CO
Concrete
Concrete
Stencil
Exp. Agg.
Existing.
Desert Buff
ARCHITECTS TONY HOBBA PTY LTD
Comments
800mm Dia Circular Skylight with stainless steel base on concrete hob
75mm min. Reinforced (SL82) graded concrete screed with fall to gutter.
95mm thk. Precast mini slab planks. Circular cutouts cast-in for skylights
Color: Soft Dove - P.13 • B2
JSteel / ArcelorMittal GU 16-400 recycled sheet piles to be installed as per engineers drawings.
Boral Designer Block 140mm wide core filled designer block installed as per engineers drawings.
WR350 XLERPLATE® steel fabrictaed to suit application.
Bluescope Steel
CCS
Refer also to DOOR SCHEDULE. Color: Western Myalle - PG1 • F6
Refer also to DOOR SCHEDULE. Color: Western Myalle - PG1 • F7
KDHW timber batten infill to steel gate surround. Refer architectural drawings.
WR350 XLERPLATE® steel fabrictaed to suit application.
HW350 XLERPLATE® (Cor-ten) Steel Sheet over Bi-folds.
WR350 XLERPLATE® steel fabrictaed to suit application.
Galvanised steel throughout. Color: Western Myalle - PG1 • F7
To match existing concrete pavement
Lightly expose the Shell Grit aggregate contained in the mix
PO BOX 38 ANGLESEA VIC 3230 TEL/FAX 03 52633524
External Finishes Schedule
AMENITY BUILDING
No.
1
|
Torquay Surf Beach Public Facilities
ISSUE A : TENDER : AUGUST 2010
Item
Roof
2
Soffits + Eaves
3
Walls
4
Doors + Gates
5
External Steelwork
6
Terrace
Element
Abbrev
Substrate
Material
Finish
Colour
Sky Lights
Graded Screed
Mini Slab Roof Substrate
Fasia Flashing
SKY
R.1
R.2
FF
CO
MS
MS
CO
Acylic/S. Steel
Concrete Screed
Precast Concrete
Steel Sheet
A/SS
CO
CO
Weathered
Clear
Natural Grey
Natural Grey
Rust
Regent Skylights
Hollow Core
Bluescope Steel
Gutter
Downpipes
GU
DP
-
Colorbond ULTRA
Colorbond ULTRA
CB
CB
Woodland Grey
Woodland Grey
Lysaght
Lysaght
Fabricated to suit application.
Fabricated to suit application.
Mini Slab Roof Substrate
C.2
MS
Precast Concrete
P
P3
Dulux
Color: Soft Dove - P.13 • B2
Recylced Steel Pile
Concrete Block Wall
Door/Window Aperture
Timber Wall
W.1
W.2
W.4
W.5
STL Piles
STL Piles
Steel
Concrete Block
WR350 Steel Plate
Recylced Timber
Weathered
Smooth
Weathered
TM
Rust
Charcoal
Rust
Weathered
-
JSteel / ArcelorMittal
Boral Designer Block
Bluescope Steel
tbd
Framing
Framing
STL Frame
STL Piles
Timber
KDHW Timber
Timber
Steel
ESG-E
ESG-E
ESG-E
Weathered
Rust + P4 behind
P1
Rust + P4 behind
Rust
-
Bluescope/Dulux
Dulux
Bluescope/Dulux
Bluescope Steel
-
Contractor
External Doors DT.00
External door frames TM
External Disabled Door
DT
External Disabled Door Frame STL
ARCHITECTS TONY HOBBA PTY LTD
Generally
Signage
STL
SN
Steel
Steel
Steel Sheet
GALV/PC
Weathered
P1
Rust
Existing - Pavement
CO
CO
Concrete
Stencil
Exisitng
Abbrev
Supplier/Manufr
-
Comments
800mm Dia Circular Skylight with stainless steel base on concrete hob
75mm min. Reinforced (SL82) graded concrete screed with fall to gutter.
95mm thk. Precast mini slab planks. Circular cutouts cast-in for skylights
HW350 XLERPLATE® steel sheet to conceal roof edge above M/F toilet entries.
GU 16-400 recycled sheet piles to be installed as per engineers drawings.
140mm wide core filled designer block installed as per engineers drawings.
WR350 XLERPLATE® steel fabrictaed to suit application.
Final layout and fixing to be determined on site
Lasercut HW350 Steel Sheet over Door. Color: Quince Jelly - P.10 • H8
Refer also to DOOR SCHEDULE. Color: Western Myalle - PG1 • F7
Lasercut HW350 Steel Sheet over Door. Color: Quince Jelly - P.10 • H8
WR350 XLERPLATE® steel fabrictaed to suit application.
Galvanised steel throughout. Color: Western Myalle - PG1 • F7
HW350 XLERPLATE® steel sheet fabrictaed and lasercut to suit application.
To match existing concrete pavement
PO BOX 38 ANGLESEA VIC 3230 TEL/FAX 03 52633524
Door Schedule
KIOSK BUILDING
|
Torquay Surf Beach Public Facilities
ISSUE A : TENDER : AUGUST 2010
LOCATION
Door No.
DOOR
Room Desc
Rm No.
FRAME
Type
Width
Height
Finish
Colour
Type
HARDWARE
Finish
Colour
Hinges
Hardware
Furniture
Closers
Stops
Door Seals
Comments
GT.01
SERVICE CRT
K.01
STL
1200
2360
WR350
Rust
STL
Cor-ten
Rust
Refer DOOR & DOOR FRAMES sections in SPECIFICATION
-
WR350 XLERPLATE® steel framed gate - Timber batten inserts
DK.01
KIOSK
K.02
SCE
1120
2060
ESG-E
P1
TM(E)
P
P1
Refer DOOR & DOOR FRAMES sections in SPECIFICATION
-
Timber framed hinged door.
DK.02
SEVERY
K.03
SCE
1270
1200
ESG-E
P4
STL
WR349
Rust
Refer DOOR & DOOR FRAMES sections in SPECIFICATION
-
Steel framed hinged doors. HW350 external. Chalkboard inside.
GT.02
TERRACE
K.04
STL
2350
2350
WR350
Rust
STL
WR350
Rust
Refer DOOR & DOOR FRAMES sections in SPECIFICATION
-
WR350 XLERPLATE® steel framed gate - Timber batten inserts
GT.03
TERRACE
K.05
STL
2350
2350
WR350
Rust
STL
WR350
Rust
Refer DOOR & DOOR FRAMES sections in SPECIFICATION
-
WR350 XLERPLATE® steel framed gate - Timber batten inserts
ARCHITECTS TONY HOBBA PTY LTD
AMENITY BUILDING
LOCATION
Door No.
DA.01
|
PO BOX 38 ANGLESEA VIC 3230 TEL/FAX 03 52633524
Torquay Surf Beach Public Facilities
DOOR
Room Desc
MALE WC
Rm No.
A.01
Type
FRAME
Width
SCI
820
Height
2000
Finish
ESG
Colour
P1
Type
TM(I)
HARDWARE
Finish
ESG
Colour
P1
Hinges
Hardware
Furniture
Closers
Stops
Refer DOOR & DOOR FRAMES sections in SPECIFICATION
Door Seals
-
Comments
Timber framed on 2 sides with hinged door - 100mm above FFL
DA.02
MALE WC
A.01
SCI
820
2000
ESG
P1
TM(I)
ESG
P1
Refer DOOR & DOOR FRAMES sections in SPECIFICATION
-
Timber framed on 2 sides with hinged door - 100mm above FFL
DA.03
FEMALE WC
A.02
SCI
820
2000
ESG
P1
TM(I)
ESG
P1
Refer DOOR & DOOR FRAMES sections in SPECIFICATION
-
Timber framed on 2 sides with hinged door - 100mm above FFL
DA.04
FEMALE WC
A.02
SCI
820
2000
ESG
P1
TM(I)
ESG
P1
Refer DOOR & DOOR FRAMES sections in SPECIFICATION
-
Timber framed on 2 sides with hinged door - 100mm above FFL
DA.05
FEMALE WC
A.02
SCI
820
2000
ESG
P1
TM(I)
ESG
P1
Refer DOOR & DOOR FRAMES sections in SPECIFICATION
-
Timber framed on 2 sides with hinged door - 100mm above FFL
DA.06
MALE
A.01
SCE
1120
2360
ESG-E
P4
TM(E)
ESG-E
P1
Refer DOOR & DOOR FRAMES sections in SPECIFICATION
-
Timber framed hinged door. HW350 steel finish to both sides
DA.07
DISABLED
A.03
SCE
1120
2360
ESG-E
P4
STL
HW350
Rust
Refer DOOR & DOOR FRAMES sections in SPECIFICATION
-
WR350 XLERPLATE® steel framed. HW350 steel finish to outside
DA.08
FEMALE
A.02
SCE
1120
2360
ESG-E
P4
TM(E)
ESG-E
P1
Refer DOOR & DOOR FRAMES sections in SPECIFICATION
-
Timber framed hinged door. HW350 steel finish to both sides
ARCHITECTS TONY HOBBA PTY LTD
PO BOX 38 ANGLESEA VIC 3230 TEL/FAX 03 52633524
Door Schedule
TORQUAY SURF BEACH PUBLIC FACILITIES
|
Torquay Surf Beach Public Facilities
ISSUE A : TENDER : AUGUST 2010
CPU
Clear (matt) polyurethane finish
ESG
Enamel Semi-Gloss Paint Finish
2
All dimesions are nominal only. Check on site prior to commencing construction.
Enamel Semi-Gloss Paint Finish (External)
3
No architraves. Refer details.
GL
Glass
4
Provide proprietary seals to all external doors.
HB
Hardboard Face
PC
Powdercoat Finish
P1
"P1" Paint Finish
ESG-E
Notes
1
All lockable doors to be keyed alike.
PAINT COLOURS
P1
Dulux Colour: Western Myalle
PG1 • F7
RP8
Raven 'RP8' Door Seal
P2
Dulux Colour: Soft Dove
P.13 • B2
RP55
Raven 'RP55' Door Seal
P3
Dulux Colour: Limed White
P.13 • B1
RP469
Raven 'RP469' Door Seal
P4
Dulux Colour: Quince Jelly
P.13 • B1
SCI
Solid Core Door (Internal)
P5
Dulux Design Chalkboard
626-84533
SCE
Solid Core Door (External)
STL
Steel
STN
Stain Finish
TM(E)
Timber framed door (external)
TM(I)
Timber framed door (internal)
TMC
Timber cladding with stain finish
ARCHITECTS TONY HOBBA PTY LTD
PO BOX 38 ANGLESEA VIC 3230 TEL/FAX 03 52633524
PROVINCIAL GEOTECHNICAL PTY. LTD.
CONSULTING GEOLOGISTS
A.B.N. 88 090 400 114
PRINCIPAL: ANDREW P. REDMAN BSc.,
GEELONG
91 Nicholas Street, NEWTOWN VIC 3220
P.O. BOX 1161, GEELONG VIC 3220
Phone: (03) 5223 1566 Fax: (03) 5222 4560
BALLARAT
PO BOX 1124, BAKERY HILL VIC 3354
Phone: (03) 5338 1770 Fax: (03) 5339 6598
EMAIL: admin@pgvic.com.au
CLIENT:
HARRINGTON GUMIENIK & PARTNERS
PO BOX 1878
GEELONG VIC 3220
SITE:
TORQUAY SURF BEACH PUBLIC FACILITIES
TORQUAY
DATE:
29th June 2010
REFERENCE NUMBER:
F0086
PROPOSED
DEVELOPMENT:
Amenity Buildings.
TYPE OF
CONSTRUCTION:
Slab/Strip/Stump (pad) footings.
COMMISSION:
Site Investigation & Classification.
The site classification hereby reported has been carried out with regard to the information
supplied to us by our client or client’s agents at the date of our commission. Should the
client or his agent have omitted to supply us with relevant information or make significant
changes to the building type, building envelope, or site our report may be irrelevant and/or
inappropriate. No responsibility will be accepted by us for the consequences of such action.
The client should acknowledge that this is a Site Classification report specifically prepared
for the proposed building development at the proposed location and does not extend
beyond that brief.
All site works related to the building project must be undertaken to comply with the
relevant Codes and Standards and must not potentially adversely impact upon the building
envelope. Provincial Geotechnical Pty Ltd accepts no liability or responsibility for any site
works outside of our specific commission.
1
PROVINCIAL GEOTECHNICAL PTY. LTD.
CONSULTING GEOLOGISTS
F0086
SUMMARY
SITE CHARACTERISTICS - These may or will affect the overall site classification.
SITE FILLING:
Up to 1100mm of fill encountered - ENGINEER design required.
UNSUITABLE FOUNDATION CONDITIONS:
The fill present is not considered a suitable foundation material.
GROUND WATER INFLUENCE:
The installation of suitable site drainage should ensure that destablisation of the foundation
soils does not occur.
SITE CUTS:
None proposed at time of testing.
BEDROCK/SHALLOW FLOATER:
None encountered.
ABNORMAL MOISTURE CONDITIONS:
No existing vegetation on this or adjoining allotments within influence distance.
CLASSIFICATION AS2870-1996: CLASS P (PROBLEM SITE)
This classification is appropriate for the site pursuant to the above factors. The above site
characteristics may or will lead to footing design in excess of standard minimum
requirements.
TERRAIN EVALUATION
LOCATION:
As per provided site plans.
SLOPE:
Gradient variable over building sites.
DRAINAGE:
SURFACE: Fair.
SUB-SURFACE: Fair/Poor. Silty clays overlying impermeable
clays may become saturated during wet periods.
Installation of cut off drains may be required. Refer to Appendix.
GEOLOGY:
Quaternary Alluvial Sediments.
Identification assisted by reference to appropriate geological survey
map. This report may contain a computer printout of G.P.S.
co-ordinates of the site investigated located on the relevant section
of Geological Survey of Victoria Map. It is provided as a guide to
mapping of the local geology only and not to be used as a basis for
design.
2
PROVINCIAL GEOTECHNICAL PTY. LTD.
CONSULTING GEOLOGISTS
F0086
TERRAIN EVALUATION – continued
SOIL TYPES:
Silty clays overlying clays, typical of area’s geology. Top soil
depth may vary over site. Clays of the above sedimentary origin
are generally considered moderately reactive.
VEGETATION OVER
GRASSES:
BUILDING ENVELOPE: SHRUBS:
TREES:
Sparse-Thick.
None present.
None present.
Future plantings regardless of allotment boundaries should be as per C.S.I.R.O. leaflet
10-91 (Refer to Appendix). Clients should recognise future neighbour’s vegetation and its
potential effect on soil moisture.
TESTING PROGRAMME
7 test sites were established and excavated using either a 100mm direct drive drilling rig or
a 100mm manual earth auger.
Where soil conditions dictate test site investigation is assisted by use of hand held
penetrometer to confirm profile depth.
Disturbed samples were collected and hand classified.
A vane shear apparatus was used to determine the strength of all cohesive soils in
conjunction with tactile assessment.
Classification is based upon Section 2 Clauses 2.2 of AS2870 - 1996. The method adopted
for clay sites primarily includes 2.2.1 (a) . 2.2.1 (b) can be adopted under instruction.
Site history: The client is advised that site classification can be altered by past activities on
this site not known at the time of our site investigation and report preparation. The client
is advised that failure to investigate and report past history may invalidate the report.
FINDINGS
The soil profiles encountered are shown on the log sheet.
The cohesion value obtained is quoted on the log sheet.
The sedimentary nature of the Quaternary aged soils indicates a moderate soil reactivity
and seasonal heave potential.
The client should recognise that the soil profiles encountered during our testing as deemed
representative of the building envelope for the purpose of classifications. The client should
be aware however that in some cases soil conditions can change dramatically over short
distances and although all effort is made to determine possible soil profile variations, no
responsibility is taken for any undetected variations. The most careful exploration
programme may not locate all soil profile variations due to time and economic restraints.
3
PROVINCIAL GEOTECHNICAL PTY. LTD.
CONSULTING GEOLOGISTS
F0086
FINDINGS - continued
If footing excavations reveal soil conditions differing from those shown on the log sheet in
this report, we recommend that Provincial Geotechnical be contacted immediately to carry
out further testing to confirm or revise our conclusions and recommendations.
EXCAVATION/CONSTRUCTION DIFFICULTIES
VEHICLE ACCESS: Fair.
VEHICLE MANEUVERABILITY: Fair.
EXISTING STRUCTURE/S: Yes.
VEGETATION AROUND CONSTRUCTION AREA: No.
CONCLUSIONS & RECOMMENDATIONS
STRIP/STUMP/PAD FOOTINGS RECOMMENDATIONS:
We have classified this site as CLASS P (PROBLEM SITE).
Pad or pile footings for the construction should be founded a minimum of 200mm into the
Natural Medium Dense Sands which is the recommended foundation material on this site.
These footings should be designed by a suitably qualified Engineer for low soil reactivity and
a maximum Allowable Bearing Pressure of 100kPa may be used.
During our investigation a suitable foundation level was found at the following depths:
SITE
FOUNDATION
DEPTH
FOUNDATION MATERIAL
1
2
3
4
5
6
7
8
9
900mm
1000mm
1300mm
----700mm
800mm
700mm
100mm
Natural Medium Dense Sands
Natural Medium Dense Sands
Natural Medium Dense Sands
----------Natural Medium Dense Sands
Natural Medium Dense Sands
Natural Medium Dense Sands
Natural Medium Dense Sands
4
ALLOWABLE
BEARING
PRESSURE
100kPa
100kPa
100kPa
----100kPa
100kPa
100kPa
100kPa
PROVINCIAL GEOTECHNICAL PTY. LTD.
CONSULTING GEOLOGISTS
F0086
SLAB-ON-GROUND RECOMMENDATIONS:
We have classified this site as CLASS P (PROBLEM – FILLED SITE).
If a concrete floor is required for this site, we recommend that an Engineer designed slab
similar to a CLASS M type be considered.
This slab should be designed for low soil reactivity. We recommend that all load-bearing
beams be founded a minimum of 100mm into the natural medium dense sands. At this
depth and deeper, a maximum Allowable Bearing Pressure of 100kPa may be used.
NOTES:
1.
During our investigation we observed existing structures that will be demolished and
removed prior to site works. Care should be taken during excavations to ensure that
disturbed ground associated with the buildings and/or existing services is identified and
that footings are locally deepened to the underlying natural soils. Where substantial
disturbances are found to occur, the client should note that suspending of the footing in
that area may be required. In areas of major sub-surface disturbance, Engineer designed
pier and beam footings may be required.
ANDREW REDMAN BSc.
GEOLOGIST.
AR:mp
5
PROVINCIAL GEOTECHNICAL PTY. LTD.
CONSULTING GEOLOGISTS
TEST SITE LOCATION PLAN
Client:
(NOT TO SCALE)
Ref. Number:
Date:
Site:
Test Site Location (Distances are approximate)
6
HARRINGTON
GUMIENIK & PARTNERS
F0086
23/06/2010
Torquay Surf Beach
Public Facilities
TORQUAY
PROVINCIAL GEOTECHNICAL PTY. LTD.
CONSULTING GEOLOGISTS
TEST SITE LOCATION PLAN
Client:
(NOT TO SCALE)
Ref. Number:
Date:
Site:
Test Site Location (Distances are approximate)
7
HARRINGTON
GUMIENIK & PARTNERS
F0086
23/06/2010
Torquay Surf Beach
Public Facilities
TORQUAY
PROVINCIAL GEOTECHNICAL PTY. LTD.
CONSULTING GEOLOGISTS
TEST SITE LOCATION PLAN
Client:
(NOT TO SCALE)
Ref. Number:
Date:
Site:
Test Site Location (Distances are approximate)
8
HARRINGTON
GUMIENIK & PARTNERS
F0086
23/06/2010
Torquay Surf Beach
Public Facilities
TORQUAY
mm
100 FILL: SAND/CLAY/
200 CLAYEY SAND/GRAVEL
300 MIX brown/grey mottle
400 moist and moderately
500 compacted
600
700
800 SAND
900 brown
1000 moist and dense
1100
1200
1300
1400
1500
1600
1700
1800
1900
2000
2100 END BORE HOLE.
2200
2300
2400
2500
2600
2700
2800
Depth
Fill
kPa
C
9
mm
100 FILL: SAND/CLAY/
200 CLAYEY SAND/GRAVEL
300 MIX brown/grey mottle
400 moist and moderately
500 compacted
600
700
800
900 SAND
1000 brown
1100 moist and dense
1200
1300
1400
1500
1600
1700
1800
1900
2000
2100 END BORE HOLE.
2200
2300
2400
2500
2600
2700
2800
Depth
TEST SITE 2
SOIL PROFILE
Fill
kPa
C
DRILLING METHOD:
TORQUAY
TEST SITE 1
SOIL PROFILE
GEOLOGIST:
DATE:
23/06/2010
mm
100 FILL: SAND/CLAY/
200 CLAYEY SAND/GRAVEL
300 MIX brown/grey mottle
400 moist and moderately
500 compacted
600
700
800
900
1000
1100
1200 SAND
1300 brown
1400 moist and dense
1500
1600
1700
1800
1900
2000
2100 END BORE HOLE.
2200
2300
2400
2500
2600
2700
2800
TEST SITE 3
SOIL PROFILE
Fill
kPa
C
100mm diameter drill rig or hand auger
Andrew Redman
F0086
Depth
REFERENCE NUMBER:
Torquay Surf Beach Public Facilities
HARRINGTON GUMIENIK & PARTNERS
PROJECT ADDRESS:
CLIENT:
PROVINCIAL GEOTECHNICAL PTY LTD
mm
100 UNABLE TO ACCESS
200
300
400
500
600
700
800
900
1000
1100
1200
1300
1400
1500
1600
1700
1800
1900
2000
2100
2200
2300
2400
2500
2600
2700
2800
Depth
Fill
kPa
C
10
mm
100 UNABLE TO ACCESS
200
300
400
500
600
700
800
900
1000
1100
1200
1300
1400
1500
1600
1700
1800
1900
2000
2100
2200
2300
2400
2500
2600
2700
2800
Depth
TEST SITE 5
SOIL PROFILE
Fill
kPa
C
DRILLING METHOD:
TORQUAY
TEST SITE 4
SOIL PROFILE
GEOLOGIST:
DATE:
23/06/2010
mm
100 FILL: SAND MIX
200 brown mottle
300 dry
400 moderately compacted
500
600 SAND
700 dark brown grey
800 moist and medium dense
900
1000
1100
1200
1300
1400 SANDY CLAY
1500 brown mottle
1600 moist and stiff
1700
1800
1900
2000
2100 END BORE HOLE.
2200
2300
2400
2500
2600
2700
2800
TEST SITE 6
SOIL PROFILE
Fill
kPa
C
100mm diameter drill rig or hand auger
Andrew Redman
F0086
Depth
REFERENCE NUMBER:
Torquay Surf Beach Public Facilities
HARRINGTON GUMIENIK & PARTNERS
PROJECT ADDRESS:
CLIENT:
PROVINCIAL GEOTECHNICAL PTY LTD
mm
100 FILL: SAND MIX
200 brown mottle
300 dry
400 moderately compacted
500
600
700 SAND
800 dark brown grey
900 moist and medium dense
1000
1100
1200 SANDY CLAY
1300 brown mottle
1400 moist and stiff
1500
1600
1700
1800
1900
2000
2100 END BORE HOLE.
2200
2300
2400
2500
2600
2700
2800
Depth
Fill
kPa
C
11
mm
100 FILL: SAND MIX
200 brown mottle
300 dry
400 moderately compacted
500
600 SAND
700 dark brown grey
800 moist and medium dense
900
1000
1100 SANDY CLAY
1200 brown mottle
1300 moist and stiff
1400
1500
1600
1700
1800
1900
2000
2100 END BORE HOLE.
2200
2300
2400
2500
2600
2700
2800
Depth
TEST SITE 8
SOIL PROFILE
Fill
kPa
C
DRILLING METHOD:
TORQUAY
TEST SITE 7
SOIL PROFILE
GEOLOGIST:
DATE:
23/06/2010
mm
100 FILL: SAND MIX
200 brown mottle
300 dry
400 moderately compacted
500
600
700
800
900 SAND
1000 dark brown grey
1100 dry medium dense
1200
1300
1400
1500
1600 brown
1700
1800
1900
2000
2100 END BORE HOLE.
2200
2300
2400
2500
2600
2700
2800
TEST SITE 9
SOIL PROFILE
Fill
kPa
C
100mm diameter drill rig or hand auger
Andrew Redman
F0086
Depth
REFERENCE NUMBER:
Torquay Surf Beach Public Facilities
HARRINGTON GUMIENIK & PARTNERS
PROJECT ADDRESS:
CLIENT:
PROVINCIAL GEOTECHNICAL PTY LTD
PROVINCIAL GEOTECHNICAL PTY. LTD.
CONSULTING GEOLOGISTS
F0086
GENERAL NOTES
1.
The conclusions and recommendations contained in this report are based on:(i)
the building specifications and site treatment indicated to us by the
client;
(ii)
the results of our investigation at the nominated Test Site Locations;
(iii)
the present “state of the art” in both testing and design.
2.
Notwithstanding the recommendations made in this report, we also recommend that
wherever footings are close to an excavation or easement and are founded in soil, they
should be deepened so that the projection from the underside of the excavation to the
underside of the footings makes an angle not exceeding 40 degrees to the horizontal. We
do not recommend using a steeper angle unless sufficient testing is carried out to indicate
otherwise or unless the footings in that area are founded on or almost on solid rock.
Service excavations adjacent to the existing footings must also comply with the above
guideline.
3.
Grub holes should be clear of all significant vegetation and organic matter then be
back-filled with suitable material to the proper degree of compaction.
4.
Material to be used in controlled compaction should be free of all significant
vegetation and/or organic material.
5.
If the removal of a pre-existing structure of vegetation disturbs the natural soil
profile at the recommended foundation depths, we recommend deepening of the footings at
least 200mm below this level.
6.
The attached site sketch is not to scale and ground slopes indicated are approximate.
As such no calculation should be undertaken with these values.
7.
The client should recognise that on cut and fill site, slab edge beam depths may
require deepening of the minimum requirements to ensure a natural foundation.
8.
Clients are advised to refer to the C.S.I.R.O. Information Service Leaflet 10-91; “A
Guide to Home Owners on Foundation Maintenance and Footing Recommendations”.
Copies of this leaflet can be obtained from this office or other relevant building agencies.
All parties must recognise that this leaflet is to be regarded as an integral part of AS2870
and its recommendations are to be applied to all sites investigated where relevant.
9.
The client should recognise that the soil profiles encountered during our testing as
deemed representative of the building envelope for the purpose of classifications. The
client should be aware however that in some cases soil conditions can change dramatically
over short distances and although all effort is made to determine possible soil profile
variations, no responsibility is taken for any undetected variations. The most careful
exploration programme may not locate all soil profile variations due to time and economic
restraints.
If footing excavations reveal soil conditions differing from those shown on the log sheet in
this report, we recommend that Provincial Geotechnical be contacted immediately to carry
out further testing to confirm or revise our conclusions and recommendations.
12
PROVINCIAL GEOTECHNICAL PTY. LTD.
CONSULTING GEOLOGISTS
F0086
DRAINAGE:
Clients must ensure that close attention is given to site drainage. Excessive build up of
water under footings can create a moisture differential in clay soils which in turn can cause
heave or settlement in the footing system. Cracked brickwork and/or structural damage of
the dwelling may be the result of such movement.
On cut and fill site, sealed open surface drains should be used to divert water from the
house site. Dish drains may be required on the high side of the batter if the face is likely to
scour.
On some sloping sites where permeable silty clays and sands overly impermeable clays a
perched water table can develop adjacent to the footing on the high side of the site. This
moisture build up can create localised swelling of the clay which in turn may cause footing
movement with cracked brickwork and/or structural damage resulting.
Where this occurs it is recommended that an agricultural drain be installed to divert the
flow of water around the house site. Any such drain should penetrate the impermeable
clay by approximately 200mm. Further discussion of site drainage maintenance is
contained in the C.S.I.R.O. Information Sheet 10-91.
ARTICULATION:
Although the weight and stiffness of solid masonry buildings reduces expansive clay
movement, the sensitivity of this form of construction to small distortions can create special
problems.
It is recommended on REACTIVE CLAY SOILS that structures be articulated to allow
flexibility of the building in response to footing movements that may occur.
Provision for articulation should be considered during the design stage of dwellings and
from aesthetic viewpoint, clients should consult architects and/or building designers. As
such it is not our responsibility to provide spacing and location information.
It is recommended that the client consult the Cement and Concrete Association of
Australia; Construction Note TN61 titled, “Articulated Walling”, 1992. this leaflet provides a
more comprehensive discussion of the necessity of articulation on reactive sites than the
advisory note above.
SERVICE TRENCHES:
Past investigations of distressed dwellings indicates that incorrectly backfilled service
trenches within proximity to a building can cause substantial soil movement. Loose clay
backfill can become inundated resulting in localised soil swelling and heave.
All service trenches should be properly backfilled with the excavated soils at the optimum
moisture content to ensure that sub-surface inundation does not occur. On reactive clay
sites, effort should be made to locate service trenches away from the building to eliminate
the potential of movement that can be caused by surface trench inundation.
The excavation of surface trenches should also be undertaken with regard to a footings
angle of repose - See Note 2 of the Appendix.
13
PC Sum, Provisional Sum + Contingency Schedule
Kiosk + Amenity Buildings
Torquay Surf Beach Public Facilities
Issue A Tender August 2010
Provisional Sums :
Definition :
An amount of money included in the tender / contract price to cover works proposed as part of the contract for which full information cannot
be made available prior to the calling of tenders and letting of a contract. A provisional sum 'includes' labour, materials and all costs and
margins. The contractor shall be deemed to have included in the tender / contract price an amount to cover overheads, profit and
supervision.
The contractor is to allow for the following Provisional Sums (excl. GST) :
Description
Sum Allowed (excl. GST)
$
$
$
The contractor to insert values (excl. GST) for the following :
Description
Prov. Rate (excl. GST)
Prov. Quantity (m²)
Sum Allowed (excl. GST)
$
$
$
PC Sums :
Definition :
An amount of money included in the tender / contract price to cover the purchase by the contractor of a specified item, such as a particular
fixture or fitting, but 'excluding' any associated labour, fixing and installation. The contractor shall be deemed to have included in the tender /
contract price an amount to cover overheads, profit, supervision, fixing, installation and wastage.
The contractor to allow for the following "PC Sums" (excl. GST) :
Description
Prov. Rate (excl. GST)
Prov. Quantity (m²)
Sum Allowed (excl. GST)
nil
$0.00
Contingency :
Definition :
a sum of money included in the contract documents to cover the cost of unforeseen items. It can be expended in full or in part as required
by the architect during the progress of the works under the contract.
Allow the following sum for Contingencies (excl. GST) :
Amount :
Tenderer to confirm
TONYHOBBAARCHITECTS
O'Donnell House
1|1
$
Trade Breakdown
Kiosk + Amenity Buildings
Torquay Surf Beach Public Facilities
Issue A Tender August 2010
Trade Breakdown
Alternative Cost
Cost
z Preliminaries
$
z Demolition, excavation + Fill
$
z Concreting (incl. excavation, footings, etc.)
$
z Concrete screeds (granolithic) for roofs
$
z Tanking & resin topping to wet areas.
$
z Block Work
$
z Carpentry (incl. framing and fix-out)
$
z Steel Work (incl. framing as per structural engineers drawings)
$
z Architectural Metalwork (incl. door surrounds & signage, etc)
$
z Villaboard lining to walls
$
z Roofing, siding & Plumbing
$
z Hydraulics plumber (all hot and cold water, sewer, wastes and vents, and stormwater)
$
z Doors, Door Frames + Hardware
$
z Electrical (all wiring and connections)
$
z Painting
$
z Joinery (Incl. ballustrades, benchtops, timber batten infills)
$
z Fixtures, fittings and appliances
$
z Provisional sums
$
z PC sums
$
z Contingency
$
z Overheads, Insurances, Supervision & Profit
$
Sub Total (excl. GST)
$
GST (10%)
Total (incl. GST)
TONYHOBBAARCHITECTS
Stephenson House - Contract Issue
1|1
$
$
Appendix
Kiosk + Amenity Buildings
Torquay Surf Beach Public Facilities
Issue A Tender May 2009
Product Information
TONYHOBBAARCHITECTS
Torquay Amenity Block
1|1
Page 1 of 1
Posh Solus Lever
Basin Mixer
Summary
Posh tapware has been designed to withstand the pressures of everyday family living.
Finish
Chrome
Features
Extended lever handle (150 mm)
Ceramic disc cartridge
Compact size
2 toned lever handle
Water Consumption
4 Star
7.5 Litres Per Minute
Tech Info
Max working pressure: 1000kpa
Max working pressure: 65 degrees
Reach: 115mm
Clearance: 57mm
Warranty
12 months parts and labour, additional.
4 year cartridge replacement warranty
8/27/2010
TECHNICAL DATA:
A
IR
Type
SOL
A R SYS
M
THE STIEBEL ELTRON HOT WATER HEAT PUMP PROVIDES THE HIGHEST ENERGY
AND COST SAVINGS. CONSTANT, EFFICIENT AND ENVIRONMENTALLY FRIENDLY
HOT WATER, ALL THE TIME.
TE
WWK300A
Application range
0°C to +42°C
Electrical specification
1/N/PE – 240V, 0.7kW (max)
Current draw
2.3 amps
Air flow rate
550 m3/h
Storage capacity
303 Litres
Process medium
R134a (900g)
Performance factor (COP)*
Dimensions
4
660mm diameter x 1875mm high (adjustable feet)
Weight (empty)
125kg (filled 428kg)
Electric heating element (Model WWK300AH)
1.7kW
*According to EN255. Air at 25°C, water heating 15°C to 60°C, Rel hum of 70%. Contact your supplier for updates on rebates and warranty.
AT A GLANCE...THE ADVANTAGES OF A 300Ee
Uses up to 80% of free environmental energy and converts that into useful heat
Energy savings comparable to solar units but without the unsightly
roof panels and installation expense
The largest amount of hot water for the least amount of energy
Works efficiently at night or when cloudy
Active defrost to keep efficiencies and savings high
Proven German quality
Baffles available for further sound reduction (optional extra)
Suitable for installation with a PV (Photo Voltaic) energy source
for the ultimate in C02 reduction
Suitable for indoor and outdoor installation
SPECIFICATION: When specifying please quote ‘Stiebel Eltron 300Ee heat pump 300 litres 30 REC’
Distributed by:
Tecknik zum Wohlfühlen
Australian
Standard
Free Call: 1800 153 351
• Melbourne • Sydney • Brisbane • Perth • Adelaide • Darwin • Tasmania • New Zealand: 0800 200 510
AS/NZS 2712
LIC SMKP 20639
SAI GLOBAL
www.stiebel.com.au