Council archive · source document
20170093 - approved plans · 132000.200272.3
Plans and drawings: the text below has words only, no drawings.
Page 1 of 7 APPROVED PLANS: PBCQ Ref. No. 2017 0093
REAL PROPERTY DESCRIPTION
Lot: 366 On: SP137432 Demolition Notes:
Lot / Site Area (m²): 1214 m²
Local Government: Noosa Shire Council 1.) Patch, repair and make good existing and adjoining areas, surfaces and finishes as
STATUTORY INFORMATION:
required to match and align with proposed finishes.
Climate Zone: 2 2.) The contractor shall not consider demolition and alteration notes to be all inclusive.
Wind Category: N3 It is the contractor's responsibility to inspect and assess each area
and to fulfil the intent of the design indicated by the contract documents. The
General Contractor shall coordinate architectural demolition drawings and notes in
Do not scale from these drawings, figured conjunction with structural, HVAC, electrical, fire protection and plumbing
dimensions take precedence at all times - drawings and notes etc. Patch or rebuild any elements remaining that have
when in doubt consult the designer prior to been damaged or disturbed by Structural, HVAC electrical, fire protection and
commencing construction. It is the plumbing demolition.
builders responsibility to:
3.) For all surfaces scheduled to remain, patch and match surfaces disturbed
• Verify all dimensions and levels on site. by demolition or removal of equipment or utilities. Install patching to match
• Ensure all boundary setbacks are strictly adjacent work in finish, structural qualities, coursing of masonry, and other
adhered to. characteristics. Patch surfaces to comply with fire ratings, smoke-tight
• Verify location and levels of all services on site. ratings, acoustical criteria and other performance criteria indicated.
• Verify that floors and finished levels enable
connection to required services on site. 4.) All demolition shall be performed in a safe and acceptable manner to all
• Real property information to be confirmed by authorities having jurisdiction and the owner. A fire watch shall be provided if
licensed surveyor prior to construction. any hazardous situations are thought to be possible. Comply with Governing
• Bearings have been corrected by modelling regulations pertaining to environmental protection for pollution control.
software to read in a clockwise direction. Thoroughly clean adjacent areas of dust, dirt and debris caused by
This may cause discrepancies of 180 deg from demolition work. Before new work begins, return adjacent areas to condition
original survey information. found prior to start of demolition work.
• Site levels, driveway design & site works to
detail by others. 5.) The contractor shall verify all conditions and dimensions within the
Contract documents and confirm site set out and building dimensions. The
These drawings have been prepared for building contractor shall notify the architect immediately in writing of any deviation
permit application only. It is the builder's / proprietor's Existing Structures from contract documents necessitated by field conditions or items not
responsibility to further interpret the design and covered.
drawings to detail the project for construction.
6.) Maintain access to exits and exit stairs at all times. Fire alarm and smoke
Termites detection system and emergency lighting and exit signs shall remain
Protection against subterranean termites to be operational at all times. Protect smoke detectors as required and in
in accordance with A.S. 3660 Part 1. (protection conformance with codes and local authorities having jurisdiction.
of buildings from subterranean termites).
Protection against subterranean termites to 7.) Hazardous material note: The contractor shall stop work and inform both
apply to all "primary building elements". Landscaping the architect and principal immediately in writing of any hazardous material
The builder is to provide physical barriers to encountered or thought to be hazardous material. The architect after
the entry by subterranean termites by receiving written notice shall instruct contractor on how to proceed.
construction of all slabs & timber floor framing in
accordance with A.S. 2870.1 (Residential footing 8.) Prior to any demolition, the contractor shall coordinate and review
and slab construction). and A.S. 3600 (Concrete existing bracing systems so as to maintain the structural integrity of the
structures code). In addition all slab penetrations remaining elements of the building and its systems as required during the
are to be protected using stainless steel mesh.
(Termimesh or equivalent fitted to manuf. spec.).
DUKE STREET construction period. The contractor shall be responsible for the support of
adjacent structures during demolition and new construction work. The
External perimeter barrier to be installed by contractor shall provide all temporary shoring, scaffolding, etc., which are
excavation trenches, treating the exposed necessary to prevent collapse, subsidence, deflection or any other type of
trench and backfilling the trench with treated Certified for compliance with the damage. Repair all fire proofing systems and mechanisms damaged during
Building Act 1975 subject to the APPROVED demolition work to ensure its integrity and associated fire rating is maintained
material and protecting the trench with a
This plan is certified for compliance with
SITE PLAN
conditions of the Decision Notice.
50mm thick concrete cover strip x 300mm
wide measured from the external wall of the
the requirements of the Building Act 1975 9.) Provide temporary partitions/dust protection (rated and/or non-rated) as
building. 2 durable notices shall be installed subject to Conditions. required. Review locations of temporary partitions/dust protection with
in prominent locations stating method of Scale 1 : 500 Approval No.: architect and principal prior to the commencement of work.
protection, date of installation, life expectancy
and scope and duration of future inspections. Liz Woollard Farside Trading Pty Ltd
ACN: 147 132 170
20170093 10.) All work shall be carried out in protected space. No dust or dirt shall
QBCC Lic. No. A1054226 ATF The Farside Discretionary Trust travel from construction area to adjacent areas. Temporary dust protection
Regular inspections of the building are to be on behalf of Pacific BCQ . REFER TO DECISION NOTICE
carried out to ensure the barrier has not
T/A Pacific BCQ shall be erected prior to start of work. Contractors shall review provisions to
been bridged by termites. control airborne dust with Facilities-building manager and construction
Inspections are to be carried out as per notices. manager. Coordinate additional filtration of exterior air intakes to mechanical
Drawing Schedule systems.
Current Revision 11.) Cap off and terminate all services as required. Coordinate termination of
Sheet No. Sheet Name Revision Date existing services in conjunction with all new services drawings to ensure
integrity of remaining existing services is not disrupted or compromised
A.01 SITE PLAN A 07/03/2017 during the construction period.
A.02 PROPOSED FLOOR PLANS A 07/03/2017
12.) Any floor openings shall be covered during demolition and construction.
A.03 3D ILLUSTRATIONS A 07/03/2017
ALTERATION TO DECK SCALE @A3
0 1m 2m 4m 6m 8m 10m
ZEST BUIDLING DESIGN STUDIO Project Address Drawing Title
A.01
1:200
Sunshine Coast
P | 0457314346
A | 30 Wattlebird Drive, Doonan, QLD 4562
E | [email protected]
48-54 Duke Street, SUNSHINE
BEACH 4567
SITE PLAN
W | www.zestbuildingdesign.com.au
ABN: 37 601 151 508
Q.B.C.C Lic. No: 1307012 Client Name
17013
Phase Bld # Issue
Designer (s) GLEN FLUDDER
I. Brundell A
Issue
BA ISSUE
Description
07/03/2017
Date BA A
BA ISSUE
Original sheet size A3 (297x420) Plot date: 07/03/2017 12:07:47
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Page 2
Page 2 of 7 APPROVED PLANS: PBCQ Ref. No. 2017 0093
1260
SCHEDULE OF ABBREVIATIONS FLOOR FRAMING LEGEND
250x5 Steel Plate, 55mm return Trex decking boards
Approximate location of existing posts PP1 : 125 x 50 F14 Pole Plate
55
Fixed to existing building wall with M12 bolts @ 600 crs.
1
Concrete bored pier 1200 deep x 450Ø
TP
Timber post cast in as detailed. FB1 : Bearer - 2/240 x 45 MGP10 single span H3 treated 140 x 45 MGP10 Joist
Refer to TP1 detail. Fixed to 210x130x50x6 HDG ANGLE with 4/M12 bolts.
Fixed to post with coach screws.
1700
FJ1 : Joist - 140 x 45 MGP10 single span 2/240 x 45 MGP10 Bearer
NOTES: 90x90x5 RHS Frame
Fixed to bearer with galvanised L Bracket.
Block as required. H3 treated
Stairways are to be installed in accordance 4/M12 bolts
HDG Angle,
with Clause 3.9.1, Vol 2 of the NCC. FJ2 : 90 x 45 MGP10 H3 treated Vertical Facade Framing coach screw
fix to post
Handrails and balustrades are to be installed HR1: New powder coated aluminium handrail to match existing
to comply with Clause 3.9.2, Vol 2 of the
1000
NCC.
1200
NOTE: All floor joist to have blocking under Trex decking boards
Concrete footing
as per manuafacters details & sizing. Existing Post 140 x 45 MGP10 Joist
Masonry to comply with AS 3700.
External fixtures & fittings to be non-
combustible & hot dip galvanised or of
corrision resitant material. 450
Confirm all dimensions and design information
Section Detail 3 Section Detail
on site prior to commencement of work. 4 BEARERS TO EXISTING POST 1 : 10
STEEL FRAME WALL 1 : 50 2/240 x 45 MGP10 Bearer
HDG Angle, coach
screw fix to post 4/M12 bolts
Tactile indicators
comply with
applicable standards EXISTING BUILDING
Builder to frame stairs and landing
between existing steel with
140x45 MPG10 H3 treated
100x100 F14 HWD
Fix pole plate to existing Timber post
building to builders spec
600x50 - 100mm post 2/M12 bolts
PP1 pryda high wind psq
PP1
EXISTING BUILDING
Weathered top
1
PP
PP1
75
FB1 Ground to fall
away from piers
600
PP
1
PP
1
PP1
300
FB1
1
TP
Tactile indicators
comply with
FJ1
applicable standards Timber framed walls on slab to
1200 deep
suit dimensions for lift machinery,
Stairs to comply with Refer to manufacturers details.
1
1
TP
TP
applicable standards FB1 FC sheeting
FJ2 HR1 1260
FJ2 HR1
HR1
HR1
Handrails to stairs to HR1 to stop at existing wall
HR1
comply with Standards
300
FB1
1
1
1
1
1
1
TP
TP
TP
TP
TP
TP
600
Tactile indicators on FJ2 HR1 FJ2 HR1
council footpath to New timber bearers attached
comply with via galvanised EA bracket to 200mm thick concrete Concrete pier
applicable standards top of existing posts slab for PWD lift to eng design
Steel framed wall to back face of lift
& certification
cast into footing as detailed.
PROPOSED DECK PLAN Approval is required from Noosa
Pollock 2M Independence
PWD lift compliant with
AS1735 installed on slab to
450 Ø
Scale 1 : 100
Shire Council prior to placement manufacturers details 2 Section Detail
ALTERATION TO DECK
TP1 DETAIL 1 : 10
0 1m 2m 3m 4m 5m
SCALE @A3
ZEST BUIDLING DESIGN STUDIO Project Address Drawing Title
A.02
1:100
Sunshine Coast
P | 0457314346
A | 30 Wattlebird Drive, Doonan, QLD 4562
48-54 Duke Street, SUNSHINE
BEACH 4567
PROPOSED FLOOR
PLANS
E | [email protected]
W | www.zestbuildingdesign.com.au
ABN: 37 601 151 508
Q.B.C.C Lic. No: 1307012 Client Name
17013
Phase Bld # Issue
Designer (s) GLEN FLUDDER
I. Brundell A
Issue
BA ISSUE
Description
07/03/2017
Date BA A
BA ISSUE
Original sheet size A3 (297x420) Plot date: 07/03/2017 12:07:50
Page 3
Page 3 of 7 APPROVED PLANS: PBCQ Ref. No. 2017 0093
3D ILLUSTRATIONS PROVIDED BY STILUS DESIGN
AND CONSTRUCTION AND ARE INDICATIVE ONLY
ALTERATION TO DECK SCALE @A3
0 1m 2m 3m 4m 5m
ZEST BUIDLING DESIGN STUDIO Project Address Drawing Title
A.03
1:100
Sunshine Coast
P | 0457314346
A | 30 Wattlebird Drive, Doonan, QLD 4562
E | [email protected]
48-54 Duke Street, SUNSHINE
BEACH 4567
3D ILLUSTRATIONS
W | www.zestbuildingdesign.com.au
ABN: 37 601 151 508
Q.B.C.C Lic. No: 1307012 Client Name
17013
Phase Bld # Issue
Designer (s) GLEN FLUDDER
I. Brundell A
Issue
BA ISSUE
Description
07/03/2017
Date BA A
BA ISSUE
Original sheet size A3 (297x420) Plot date: 07/03/2017 12:07:50
Page 4
Page 4 of 7 APPROVED PLANS: PBCQ Ref. No. 2017 0093
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Page 4 of 7
Compliance Certificate for building Design or
Building Act 1975 s10 & s50 Building Regulation s46 & s48
Specification 1 3
Form 15 continued
APPROVED PLANS: PBCQ Ref. No. 2017 0093
NOTE
A Compliance Certificate states building work complies with the building assessment provisions.
To be used for all classes of building and structures to certify a material, system, method of
building or building element complies with the BCA or a provision of the QDC.
RESTRICTION: A building certifier (class B) can only give a compliance certificate about whether
building work complies with the BCA or a provision of the QDC. A building certifier (Class B) can
not give a certificate regarding QDC boundary clearance and site cover provisions.
4, Reference documentation
Clearly identify any relevant documentation,
e.g. numbered structural engineering plans.
Zest Building Design; Drawings: 17013 - A01 to A03 RevA
1. Property description
This section need only be completed if
details of street address and property
description are applicable.
EG. In the case of (standard/generic)
pool design/shell manufacture and/or
patio and carport systems this section
may not be applicable.
The description must identify all land the
subject of the application.
The lot & plan details (eg. SP / RP) are
shown on title documents or a rates notice.
If the plan is not registered by title, provide
previous lot and plan details.
Street address (include no., street, suburb / locality & postcode)
48 — 54 Duke Street
SUNSHINE BEACH
Lot & plan details (attach list if necessary)
L which local government area is the land situated? |
[ NOOSA SHIRE COUNCIL |
Postcode 4567
5. Building certifier reference number
Building certifier reference number
| RPEQ No. 7228
2. Description of components certified
Clearly describe the extent of work covered by
this certificate.
Proposed Deck Renovation and Wheel Chair Access Lift to Commercial Building
Structural Timber Design
Concrete Post Foundations
Steel Structures
6. Competent person details
Acompetent person for building work, means a
person who is assessed by the building certifier
for the work as competent to practise in an
aspect of the building and specification design,
of the building work because of the individual's
skill, experience and qualifications in the
aspect. The competent person must also be
registered or licensed under a law applying in
the State to practice the aspect.
If no relevant law requires the individual to be
licensed or registered to be able to give the
help, the certifier must assess the individual as
having appropriate experience, qualifications or
skills to be able to give the help.
If the chief executive issues any guidelines for
assessing a competent person, the building
certifier must use the guidelines when
assessing the person.
Name (in full)
| Campbell Foster
Company name (/f applicable)
Contact person
| Blackall Range Consulting Engineer
| | Campbell Foster
Phone no. business hours Mobile no.
Fax no.
| 5445 7364 [ 0419 140465
Email address
[ 5445 7332
| [email protected]
Postal address
PO Box 342
MAPLETON
Postcode 4560
Licence or registration number (if applicable)
| RPEQ No. 7228
7. Signature of competent person
This certificate must be signed by the individual
assessed by the building certifier as competent.
| certify that the item/s described above, if installed or carried out under the certificate, including any
referenced documentation, will comply with the Building Act 1975.
Date
Signature tlle
6 March 2017
3. Basis of certification
Detail the basis for giving the certificate and the
extent to which tests, specifications, rules,
standards, codes of practice and other
publications, were relied upon.
AS1170.1 & AS1170.2 - 2012 Structural Design Actions
AS1684 - 2012 Timber Framing Code
AS2870 - 2011 Residential Slabs and Footings
AS4100 — 1998 Steel Structures
LOCAL GOVERNMENT USE ONLY
Date received
Approved form 15
Reference Numberls Version 1, 08/06
Page 5
Page 5 of 7 APPROVED PLANS: PBCQ Ref. No. 2017 0093
AUSTRALIA
The Pollock 2M
Independence
A freestanding Vertical platform lift
Travel up to 2m
Rated load of 500kgs.
Pit depth 0 mm
Internal or External applications
Open design with glazed panels
Compliant to AS1735 part 15
Page 6
Page 6 of 7 APPROVED PLANS: PBCQ Ref. No. 2017 0093
AUSTRALIA
Key Features and Benefits
Variety of entry configurations
Pump unit is integrated within the gate
structure.
Compact integrated design reduces
vandalism
Waterproof switching with easy service
access
Easy to use emergency lowering system
Quick installation - minimal builders work
Choice of optional RAL colours available and
other finishes
Page 7
Page 7 of 7 APPROVED PLANS: PBCQ Ref. No. 2017 0093
AUSTRALIA
[OCR of page images]
ge 7 of7
platferm
lift company
AUSTRALIA
APPROVED PLANS: PBCQ Ref. No. 2017 0093
1500mm x 1500mm
circulation space or
strelght access route of
9007m whe, Min level
surface trom front edge
of base (pate swing).
Mis Slam thickness 200mm
Min wicth & langth 1590mm x 1000mm
level surface trom Ithg face (gate ewing).
Rise must be vertical
and smooth, THs face Uf Size tA" ‘B" ‘ct "Dp"
must be structural,
1100W | 1410 1645 1450 1450
Base to be level +i Stren iN
ersure adequate drainage, CHEMICAL FIXING Mi1éx100
off ner U; Fix
FIXING DETAIL be ‘eer Load ng ”
Lift must NOT be located over extemal services
2.9. m,alns water stop tap, manhole etc,
ANCHOR BOLT
MEx80 (16 off)
12kKN PULL OUT
FORCE PER FIXING
12kN
qian
Concrete base to carry
12N uncer the area of
the unit (7,88Nier2} coer - Nae
From Bottom Up
WII Reduce,
I me
Platform Pollock Lift
Power Supply Raquiramants: 240 1Samp LlftCom any teen =
power suoply to ba ltd within Gr of I sesame est Technical Info ¢
positon craw wiratrunking to run % centre jag ae vores |
of [If ree face, rl rebar aor, SALE NTS DATE caoaizo0e | Js
Used in these records
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