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240808 - Sprout As Consturcted 9 BARTLETT RD NOOSAVILLE INDUSTRIAL WAREHOUSES - REV D (002)
Original PDF page 10, section 1. The text section number identifies this passage in the reader.
ALUMINIUM AND GLAZING
Shall be in accordance with AS 1170, AS 2048 & AS 1288, and suit site
terrain category. Aluminum framing shall be select powdercoat aluminum
unless noted otherwise
All glazing shall be in accordance with AS1170, AS1288 & AS2047.
All glazing shall be in accordance with the NCC part J.
Refer to Door and Window Schedule and Schedule of exterior finishes for
more information and details.
1 2 3 4 PROTECTION OF OPENABLE WINDOWS
D Where ground level is more than 2 m below floor level, the window shall
30.04 be in accordance with part D2.24 of the NCC.
ELECTRICAL AND LIGHTING
Provide an electrical and lighting system in accordance with Electrical
Engineer's documents, NCC Volume 1 part F4, part J, SAA Wiring Rule
and AS3000.
Each meterable tenancy must have an electricity sub-meter installed
30.02 which measures only the electricty supplied to that meterable tenancy in
W E
accordance with QDC MP4.1. The electricity sub-meter must be installed
2 A4 A
CD30.05 in a common area and be free of hindrance or obstruction to a person
1,000 A4 A Enclose roof 30.02 #LayID
#LayID void.
authorised to read and/or maintain the electricity sub-meter. The meter
FL label identifying the tenancy it is associated with must be affixed or
A A located adjacent to the electricty sub-meter for each tenancy.
EXPANSION / CONTROL JOINTS
Provide expansion / control joints in accordance with Structural
Engineer's drawings. Fill expansion joints with a proprietary type water
barrier system suitable for location. Install in accordance with
manufacturer's requirements.
Landsc. FL
A Void A EXTERNAL PRECAST CONCRETE WALLS
CD30.03 CD30.03 All external precast concrete wall panels shall be in accordance with
1,500 Structural Engineer's drawings. Class of finish to formwork and casting
beds to be Class 1.
DP A1 EXPOSED CONCRETE SLAB EDGE
Exposed concrete slab edge beneath precast concrete wall panels shall
A4 A be formed with Class 1 formwork.
#LayID
CONCRETE COLUMNS, SLABS & AWNINGS
Access ladder anchor point to be confirmed All concrete columns, slabs & awnings shall be reinforced concrete in
E Roof access anchor system for harness connection
accordance with Structural Engineer's drawings. Class of finish to
CD30.05 to be designed by specialist contractor to AS 2626
formwork to be Class 2.
GLAZING
All glazing shall be in accordance with AS 1170, AS 1288 & AS 2047.
All glazing shall be in accordance with NCC part J1.
DP
B B BUILDING SEALING
Window and doors; exhaust fans; construction of roofs, walls and floors
Extend roof
shall be in accordance with NCC Volume 1 part J3.
eaves shown
hatched.
DOOR HANDLES
Provide lever door handles located 900-1100mm above floor level
operable with a single hand.
B B LIGHT SWITCHES
CD30.03 CD30.03
CBR Provide light switches close to doorways and installed between 900-
1100mm above floor level. All in accordance with Electrical engineer's
B1 drawings.
Fascia gutter
FL
TIMBER
All timber to be in accordance with the NCC Volume 1, Standards
Australia AS 1684.1 and Engineer's Drawings and Termite protected to
Roof pitch: 2°
AS 3660.1. Durability class 1.
1,500
LANDSCAPING (Hardscape & Softscape)
Refer to Landscape Architect's drawings for details.
Extend roof
eaves shown ENERGY EFFICIENCY
DP hatched.
FL
C C Refer to the Energy efficiency report prepared by NRG consultants.
Class 5 componenet to comply with teh buiulding fabric requirements of
teh report only . Class 7b/8 component to comply with artificial lighting
component only .
Mechanical exhaust Glazing to Class 5 component must achieve a total U value of 6.7 and
SHGC of 0.66.
30.01
N
Toilet cisterns must have a dual flush function and have a minimum 4-
star Water Efficiency Labelling and Standards rating and are compatible
with the size of the toilet bowl to allow for proper functioning of the toilet.
Tap ware must have a minimum 3-star Water Efficiency Labelling and
Eaves gutter to be half-round
Size to Engineer's spec. C1 Standards rating for taps serving laundry tubs, kitchen sinks and basins.
MAINTENANCE ACCESS
Provide building maintenance access complying with Occupational
F F
Health and Safety 2011 Codes of practice and AS 1891:4. Where a
CD30.05 FL CD30.05
person is exposed to the hazard of falling from a building or structure
while cleaning or maintenance work is being carried out, a system design
C C to prevent such falls must be used. Where safety belt anchorage points
CD30.04 CD30.04
FL are used they must be positioned on the building or structure so that a
DP
lifeline or safety harness may be attached before proceeding to a point
D FL A4 A where it is possible to fall. Anchorage points for the attachment of safety
#LayID harnesses must comply with AS 2626.
E D
30.02 30.04
Mechanical exhaust MECHANICAL VENTILATION
Provide a mechanical ventilation system to all toilet areas as per
mechanical engineer's drawings ROOF LEGENDwith section F4 of the
and in accordance
EC COLORBOND EDGE CAPPING.
NCC, AS 1668.2 and AS/NZ 3666.1.
COLOUR TO MATCH ROOF SHEETING
BCR COLORBOND BARGE ROLL CAPPING.
ROOF INSULATION COLOUR TO MATCH ROOF SHEETING
Class 5 building component roofBCT cavityBARGE CAPPING TILE
to be insulated with R2.5
CBR COLORBOND ROOF SHEETING AS SPEC.
insulation. Underside of roofsheeting to have R1.3 Anticon . Refer to
1 2 3 4 DP RAINWATER DOWNPIPE
NRG Energy efficiency report . EG EAVES GUTTER AS SPECIFIED
Metal roof sheeting colour to have FL a solar absorbancy
COLORBOND of less COLOUR
FLASHING. than 0.45TO
MATCH ROOF SHEETING
MF MECHANICAL VENTILATION FAN, COWL
WALL INSULATION
AND FLASHING
Class 5 building internal and external
RC walls
RIDGEtoCAPPING.
be insulated.
COLOURRefer
TO to NRG
MATCH
Energy efficiency report . ROOF SHEETING
ROOF FLOOR INSULATION
RCT RIDGE CAPPING TILE
RT ROOF TILE AS SPECIFIED
Scale 1:100 SL
Class 5 building internal floor to be
VENTILATING SKYLIGHT
SP insulated
SPITTERtoOUTLET
R1.53. Refer to NRG
Energy efficiency report VP VENT PIPE
VG VALLEY GUTTER
STAIRS, HANDRAILS, AND BALUSTRADES
The stairways must be not less than 1000mm in clear width between
handrails. Handrails to be provided to both sides of Class 5 staircase.
Handrail to terminated in accordance with AS1428.1.
Tenancy 2 and 3 - Future Handrail allowance to wall side of stairs to be
accomodated in stair width .
0 5 10 Stairways must have constant riser dimensions not greater than 190mm 20
and constant going dimensions not less than 250mm. Not more than 18
REV DESCRIPTION DRAWN DATE
risers are permitted within a single flight. Stair treads must have a non-
project drawing slip finish and a contrasting nosing.
A BUILDING APPROVAL AC/NN 03/08/22
B BUILDING APPROVAL AC/NN 12/08/22 Suite 2, Suncoast Resort Business Centre PROPOSED NEW INDUSTRIAL ROOF PLAN Where it is possible to fall greater than 1000mm to an adjacent surface,
balustrading must be provided in accordance wit Part 2.5 of the NCC
C
D
BUILDING APPROVAL
B.A - AS BUILTS FOR CERTIFICATION
KT/AC
NN
13/09/22
08/08/24
Cnr Gardak Street
SUNCOAST & Surf Road
RESORT BUSINESS CENTRE WAREHOUSES Volume 1 with balustrades extending not less than 1000mm above floor
Alexandra
SUITE 2 Headland Q 4572
CNR GARDAK ST & SURF RD level or 865mm above Copyright of this document remains the exclusive
the nosing of a stair. Balustrades must not have
for property of SPROUT ARCHITECTS PTY LTD
POALEXANDRA HEADLAND
Box 6232, Maroochydore BC Q 4558 Qld 4572 any gaps that would permit
ABN 23 123a 125mm sphere to penetrate. Where it is
917 724.
PO BOX 6232 MAROOCHYDORE BC Qld 4558 OLD SEA DOG 9 PTY LTD date 8/08/2024 drawn KT/AC scale AS SHOWN
possible to fall greater than 4m to an adjacent surface, balustrades must
P PH
07 :5443 5028
07 5443 F 07 5479 2380 | ABN
5028 FAX:07235479
123 917
2380724 @ A1 have no climbable Contractors are to verify all dimensions and levels on
elements between 150mm and 760mm above floor
at site prior to commencing. Report all discrepancies to
level (including hosethe Architect. Use figuredon
cocks, A/C condensers balconies).inWhere it is
[email protected]
ABN | sproutarchitects.com.au
23 123 917 724 9 BARTLETT ROAD NOOSAVILLE QLD
dimensions preference
possible to fall greater than 4m out of a window, balustrades must extend
to scaled.
EMAIL: [email protected] drawing no. 21015 CD20.03 revision D to a height not less than 865mm above floor level to protect that window.
Staunchions to be @ 1250mm crs. max.
Balustrade details generally to be in accordance with Architectural
drawings.
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