Council archive · source document
Attachment 1 - Proposal Plan · 51994.1391.01
Plans and drawings: the text below has words only, no drawings.
Note:
DRAWING LIST
- the builder and all other trades people/installers are to check
measure all relevant dimensions on site prior to the ordering of
project specific materials and/or commencement of any
construction/building activity
Room Extension Sheet Number
01
02
Cover Sheet
Sheet Name
Existing Location Plan
03 Existing Floor Plan
- existing bearers/beams, joists and rafters are unknown & 04 Existing Section
should be checked by the builder prior to construction
Janine & Zak Mason
05 Demolition Floor Plan
- only the basic layout (separating walls, associated doors & 06 Proposed Floor Plan
external windows) of existing rooms are shown 07 Proposed Section
- as no survey plan was conducted, any indicated levels 08 Engineer's Notes & Specifications
relative to AHD and details of external structures/elements 09 Extended Room Cabinetry Details
10 Extended Room Cabinetry Details
surrounding the existing residence are approximations only
N1 General Notes
- all proposed framing, fixings, bracing, concrete slabs, N2 Workplace Health & Safety
footings & piers to engineer's design N3 Sustainability Notes
- all surface finishes, fixtures and cabinetry to client selection
as per specification schedule
Legend
BT Bench Thickness
CH Ceiling Height
DP Downpipe
Unit 2, 24 Edgar Bennet Avenue DWR
ENS
FFL
Drawer
Ensuite
Finished Floor Level
LNDY Laundry
Max. Maximum
PRELIMINARY - NOT FOR CONSTRUCTION WIR Walk-in-Robe
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Noosa Heads Q 4567
Janine & Zak Mason Edgar Bennet Cover Sheet 09/11/2022 Proposed Plans
Unit 2, 24 Edgar 2022 24/11/2022 Engineering Specifications
e: [email protected] 01
Bennet Avenue, Noosa 24/01/2023 Client Amendments
www.jmfdesign.com.au PROJECT: Heads Qld 4567 Date Scale Drawn by JG
Drafting: Jessica Fleming Room Extension January 2023
Checked by JMF
QBCC 15200440
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Page 2
SITE INFORMATION
R.P.D.:
Lot No.: 2
Plan No.: BUP105473
Unit 2, 24 Edgar Bennet
Avenue, Noosa Heads
Location Plan
1 1 : 1000 PRELIMINARY - NOT FOR CONSTRUCTION
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Noosa Heads Q 4567
Janine & Zak Mason Edgar Bennet Existing Location Plan 09/11/2022 Proposed Plans
Unit 2, 24 Edgar 2022 24/11/2022 Engineering Specifications
e: [email protected] 02
Bennet Avenue, Noosa 24/01/2023 Client Amendments
www.jmfdesign.com.au PROJECT: Heads Qld 4567 Date Scale Drawn by JG
Drafting: Jessica Fleming Room Extension January 2023
As indicated Checked by JMF
QBCC 15200440
Page 3
Note:
- Any indicated wall thicknesses are approximations only
1 2 3 4 5
6425 200 3785 100 2105 200 90 200
Dining/Kitchen Bed 1 WIR
510 3870
Robe Bed 2
Gate Terrace
Tiles
200 1000
Rock Retaining Wall
Planter
Bench DP
ENS
A
200
2074
Tiles
Edgar Bennet Avenue
SD
Bed 1 CH 2350
External Dimension
Raised Garden Bed
Tiles SD
CH 2680
Robe
Kitchen
100
Dining Kitchen Bed 2
Bed 2
2660
2660
2700
3100
Tiles
Deck
1470
CH 2595 CH 2680 WIR CH 2680
Tiles
DP
5500
Grated Drain
145
100 855 145
100 855 100
855 100
Change in
Unit 2 ceiling height
Hallway
Hall
Hall
1 Fall Line of 1
balcony
1560
Tiles Entry above
04 04
LNDY Terrace
SD Study
2595
Step
Living Tiles
Bathroom
70
Study
Bathroom
1840
Tiles
1740
1135
Tiles Fall
CH 2680
Stairwell CH 2350
B
100 4940 1585 100 2625 100 130 2840 130 2460 200 1775 200
Living Entry Laundry Bathroom Study
400
SD
Unit 1
Existing Floor Plan
1 1 : 100
PRELIMINARY - NOT FOR CONSTRUCTION
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Noosa Heads Q 4567
Janine & Zak Mason Edgar Bennet Existing Floor Plan 09/11/2022 Proposed Plans
Unit 2, 24 Edgar 2022 24/11/2022 Engineering Specifications
e: [email protected] 03
Bennet Avenue, Noosa 24/01/2023 Client Amendments
www.jmfdesign.com.au PROJECT: Heads Qld 4567 Date Scale Drawn by JG
Drafting: Jessica Fleming Room Extension January 2023
1 : 100 Checked by JMF
QBCC 15200440
Page 4
Note:
- Any indicated wall thicknesses are approximations only
4 5
Ceiling Ht
2660
Balcony slab of
unit above
Hallway Study Terrace
Ceiling Height
2660
Step
70 Fall
Grated Drain
FFL
0
Existing Section
1 1 : 25
PRELIMINARY - NOT FOR CONSTRUCTION
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Noosa Heads Q 4567
Janine & Zak Mason Edgar Bennet Existing Section 09/11/2022 Proposed Plans
Unit 2, 24 Edgar 2022 24/11/2022 Engineering Specifications
e: [email protected] 04
Bennet Avenue, Noosa 24/01/2023 Client Amendments
www.jmfdesign.com.au PROJECT: Heads Qld 4567 Date Scale Drawn by JG
Drafting: Jessica Fleming Room Extension January 2023
1 : 25 Checked by JMF
QBCC 15200440
Page 5
Note:
- Any indicated wall thicknesses are approximations only
Edgar Bennet Avenue
Unit 2
Remove wall, sliding doors, non-structurral
concrete hob (below door), tiles and non-structural
concrete topping (below tiles). Refer to engineer's
letter dated 2 July 2009.
Demolition Floor Plan
1 1 : 100
PRELIMINARY - NOT FOR CONSTRUCTION
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Noosa Heads Q 4567
Janine & Zak Mason Edgar Bennet Demolition Floor Plan 09/11/2022 Proposed Plans
Unit 2, 24 Edgar 2022 24/11/2022 Engineering Specifications
e: [email protected] 05
Bennet Avenue, Noosa 24/01/2023 Client Amendments
www.jmfdesign.com.au PROJECT: Heads Qld 4567 Date Scale Drawn by JG
Drafting: Jessica Fleming Room Extension January 2023
1 : 100 Checked by JMF
QBCC 15200440
Page 6
Note:
- Any indicated wall thicknesses are approximations only
- fixtures & finishes to client selection as per specification
schedule
1 2 3 5
Gate Terrace
Tiles
Planter
DP
Rock Retaining Wall
Bench
ENS
A SD Bed 1
Tiles
CH 2350
External Dimension
Tiles SD
Raised Garden Bed
Robe
CH 2680
Dining Kitchen Bed 2
3100
Deck Tiles
WIR
Tiles CH 2595 CH 2680
DP
5500
Grated Drain
Change in
Unit 2 ceiling height
Hallway Proposed location
Tiles Entry of new wall
Study/Hall
Tiles Step
Living LNDY
2695
SD
2595
CH 2660 70
Bathroom
Tiles
600
CH 2350
B
4060 200
Extended Room
375
Proposed Floor Plan
1 1 : 100
PRELIMINARY - NOT FOR CONSTRUCTION
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Noosa Heads Q 4567
Janine & Zak Mason Edgar Bennet Proposed Floor Plan 09/11/2022 Proposed Plans
Unit 2, 24 Edgar 2022 24/11/2022 Engineering Specifications
e: [email protected] 06
Bennet Avenue, Noosa 24/01/2023 Client Amendments
www.jmfdesign.com.au PROJECT: Heads Qld 4567 Date Scale Drawn by JG
Drafting: Jessica Fleming Room Extension January 2023
1 : 100 Checked by JMF
QBCC 15200440
Page 7
Note:
- Any indicated wall thicknesses are approximations only
- fixtures & finishes to client selection as per specification
schedule
5
Ceiling Ht
2660
Proposed location Rendered 90/90 double cavity brick wall.
of new wall External cement render and paint finish
to match existing.
Line of external face
of existing wall
Proposed
Extension
Existing sliding door relocated
Ceiling Height
Hallway to this location, if possible. If not,
2660
new sliding door to match existing
in size and finish.
TV
Fall
Grated Drain
FFL
0
Concrete hob, wall and water
proofing to engineer's specifications
Proposed Section
1 1 : 25
PRELIMINARY - NOT FOR CONSTRUCTION
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Noosa Heads Q 4567
Janine & Zak Mason Edgar Bennet Proposed Section 09/11/2022 Proposed Plans
Unit 2, 24 Edgar 2022 24/11/2022 Engineering Specifications
e: [email protected] 07
Bennet Avenue, Noosa 24/01/2023 Client Amendments
www.jmfdesign.com.au PROJECT: Heads Qld 4567 Date Scale Drawn by JG
Drafting: Jessica Fleming Room Extension January 2023
1 : 25 Checked by JMF
QBCC 15200440
Page 8
Note:
- the below engineer's notes/specifications were provided to
the clients by Sunshine Coast Structural Engineer's via an
emailed letter dated 21 November 2022 (Job. No. 22080)
5
DP
Terrace
Grated Drain
Proposed wall location
Full height double skin 90/90
brick veneer walls. Medium duty
wall ties between veneers @
200 x 10 traditional 'T' bar
max. vertical spacing of 600 mm,
Galintel over door opening,
& max. horizontal spacing of 450
installed to manufacturer's
mm. Ties to be fixed to floor,
specifications
soffit over slab & adjacent walls,
& installed to manufacturer's
specifications.
B
375
Engineer's Specifications
1 1 : 25
PRELIMINARY - NOT FOR CONSTRUCTION
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Noosa Heads Q 4567
Janine & Zak Mason Edgar Bennet Engineer's Notes & Specifications
Unit 2, 24 Edgar 2022 24/11/2022 Engineering Specifications
e: [email protected] 08
Bennet Avenue, Noosa 24/01/2023 Client Amendments
www.jmfdesign.com.au PROJECT: Heads Qld 4567 Date Scale Drawn by JG
Drafting: Jessica Fleming Room Extension January 2023
1 : 25 Checked by JMF
QBCC 15200440
Page 9
Note:
PRELIMINARY - NOT FOR CONSTRUCTION
- Any indicated wall thicknesses are approximations only
- fixtures & finishes to client selection as per specification
schedule
2350
Bench
3 750
Shelf
Ceiling Ht
2660
TV
Bench
350
Stone Bench Top
Timber or timber veneer shelving
(width and height to suit TV
supplied by client)
10
Tiles 2
Ceiling Height
40
Drawers
500
2660
300
CH 2660
1
TV
40
1020
300
Desk
1640
Desk
40
300
Stone bench top
DWR BT
40
250
DWR DWR DWR DWR
450
160
FFL
0
B 540 10 Laminate drawer LED lighting along rear,
fronts & gables underside of floating
cabinetry
550
16 580 580 580 580 16
Desk
DWR DWR DWR DWR
2350
Bench
Floor Plan Extended Room Elevation 1
1 1 : 25
2 1 : 25
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Noosa Heads Q 4567
Janine & Zak Mason Edgar Bennet Extended Room Cabinetry Details
Unit 2, 24 Edgar 2022
e: [email protected] 09
Bennet Avenue, Noosa 24/01/2023 Client Amendments
www.jmfdesign.com.au PROJECT: Heads Qld 4567 Date Scale Drawn by JG
Drafting: Jessica Fleming Room Extension January 2023
1 : 25 Checked by JMF
QBCC 15200440
Page 10
Note:
B PRELIMINARY - NOT FOR CONSTRUCTION
- Any indicated wall thicknesses are approximations only
- fixtures & finishes to client selection as per specification
schedule
Ceiling Ht
2660
VJ panelling
40
350 Timber floating
shelves
2660
40
Low profile TV
under-shelf
500
lighting
Timber bench
BT
40
Laminate drawers
Desk Height
BT
40
750
710
250
450
160
FFL
0
Elevation 2
1 1 : 25
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Noosa Heads Q 4567
Janine & Zak Mason Edgar Bennet Extended Room Cabinetry Details
Unit 2, 24 Edgar 2022
e: [email protected] 10
Bennet Avenue, Noosa
www.jmfdesign.com.au PROJECT: Heads Qld 4567 Date Scale Drawn by JG
Drafting: Jessica Fleming Room Extension January 2023
1 : 25 Checked by JMF
QBCC 15200440
Page 11
GENERAL CONSTRUCTION GIRDER TRUSS SPECIFIC CONSTRUCTION
1: ALL TIMBER FRAMED WALLS TO WET AREAS TO BE LINED WITH F.C. ALL GIRDER TRUSSES TO BE SUPPORTED BY MIN. 3/ MGP10 STUDS OF A SIZE - SELECT CUST-ORB ROOF SHEETING TO SELECTION AT 21.5° (MIN. 5°)
2: FLOORS TO ALL WET AREAS TO HAVE A FALL TO A FLOOR WASTE. COMMON TO THE WALL OR 2/ MGP10 OF A SIZE COMMON TO THE WALL AT PITCH TO MANUFACTURERS DETAILS.
EACH SIDE OF AN OPENING IN ADDITION TO THE JAMB STUDS WHEN THE
3: ALL HANDRAILS TO BE 1000MM MIN. ABOVE FINISHED FLOOR (CARPET,TILES ETC), GIRDER TRUSS IS LOCATED OVER AN OPENING WHICH DOES NOT EXCEED - STRAMIT SPEED DECK ULTRA CONCEALED FIX OR KLIPLOCK 700 ROOF
WITH 125MM MAXIMUM OPENINGS TO BALUSTRADING. 2460MM IN WIDTH UNLESS NOTED OTHERWISE ON THIS DRAWING. SHEETING TO SELECTION AT 1°/3° PITCH TO MANUFACTURERS DETAILS.
4: W.C.'S TO HAVE A MIN. CLEAR WIDTH OF 900 MM. IF IN THE EVENT THAT THE GIRDER TRUSS LOCATES ARE ALTERED, THE
- 75 x 38 F11 BATTENS AT 900 CRS. WITH 1/75mm TYPE 17 No. 14 BATTEN SCREW FIX.
BUILDER & OR THE TRUSS MANUFACTURE ARE TO INFORM THIS OFFICE SO
5: INWARD OPENING DOORS TO W.C.'S TO HAVE LIFT OFF HINGES. (BATTENS MAY NEED TO BE INSTALLED AT 450CRS IF NO OTHER METHOD OF FALL ARREST IS
THAT AMENDED DRAWINGS CAN BE ISSUED OR PROVIDE ALTERNATIVE R.P.E.Q.
6: FIRST FLOOR TIMBER FLOORS TO ALL WET AREAS TO HAVE AN APPROVED "WET AREA" PROVIDED)
CERTIFIED SUPPORT/JAMB MEMBER SPECIFICATIONS.
7. FLOORING FIXED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. - RAFTERS/TRUSSES AS PER FRAMING PLAN AT 900 MAX. CRS.
8: ALL LAMINATED BEAMS TO HAVE FULL WIDTH BEARING AT EACH END. FRAMING ANCHOR TO VERANDAH PLATE & FRAMING ANCHOR/LOOP STRAP TO VERANDAH PLATE.
9: MASONRY CONSTRUCTION TO CURRENT VERSION OF A.S. 3700.
WORKPLACE HEALTH & SAFETY OVERVIEW
- VERANDAH PLATE AS PER FRAMING PLAN M12 dia BOLT TO
10: WRITTEN DIMENSIONS TO HAVE PREFERENCE OVER SCALED DIMENSIONS AT ALL TIMES. - THESE NOTES DO NOT OVERRIDE THE BUILDER'S/PRINCIPLE CONTRACTOR'S CONTROL OF THE POST W ITH 50mm MAX. NOTCH TO TIMBER POSTS.
WORK SITE. THEY FORM A GENERAL SUPPLEMENTARY GUIDE AS EACH BUILDER HAS THEIR
- ALL FRAMING AS PER FRAMING PLANS & 'DESIGN-IN-HYNE', 'DESIGN IT', AND 'SMARTFRAME'
OWN PREFERRED WORK METHODS AND W.H.S. SOLUTIONS.
SITE NOTES REPORTS AND RECOMMENDATIONS.
- PLATFORM IMMEDIATELY SURROUNDING THE RESIDENCE TO FALL AWAY FROM THE - ALL BUILDING WORK HAS AN ELEMENT OF WORK PLACE HEALTH AND SAFETY RISK. - M12dia.BOLTS FOR TIEDOWN AT 1350 CRS. JAMBS & CORNERS FROM
RESIDENCE AT A SLOPE OF 1 IN 20 MINIMUM TO A EARTH DRAIN AS INDICATED ON THE SITE THE BUILDER/PRINCIPLE CONTRACTOR IS TO PREPARE AND HAVE ON DISPLAY A SITE SPECIFIC TOP PLATE THROUGH TO FLOOR FRAME.
PLAN. SAFETY PLAN.THAT SITE SPECIFIC SAFETY PLAN IS TO BE REVIEWED AND UPDATED AS NEEDED or
- THE SURFACE DRAINAGE TO DISCHARGE EVENLY WITHIN THE SITE AND WITHOUT TO REFLECT THE CHANGING SITE CONDITIONS. G.I. STRAP TOP AND BOTTOM PLATES & M12dia. BOLT BOTTOM PLATE TO
NUISANCE TO ADJOINING PROPERTIES. THE BUILDER IS TO ENSURE ALL PERSONNEL ON SITE ARE BRIEFED ON THE RELEVANT SAFETY FLOOR FRAME AT 1350 CRS.
- CUT AND FILL BATTERS NOT TO EXCEED A MAXIMUM SLOPE OF 1 VERTICAL TO ...2... ISSUES AS APPLICABLE WHILE ON THE SITE.
- SELECT 19mm FLOORING TO MANUFACTURERS SPECIFICATIONS.
HORIZONTAL. (UNLESS OTHERWISE STATED BY A GEOTECHNICAL ENGINEER.
DECKING TO BE HWD WITH 3-4mm GAPS FOR AIR FLOW.
- 1000 MAXIMUM HIGH TIMBER RETAINING WALL WITH 65 DIA AG PIPE (TO DISCHARGE TO - THE BUILDER IS TO ERECT A NOMINAL 1.8M HIGH TEMPORARY FENCE AND ACCESS GATE TO
STORMWATER LINE) AND GRANULAR BACK FILL BEHIND AND TO BE WHOLLY CONTAINED ISOLATE THE CONSTRUCTION AREA FOR PUBLIC ACCESS. - JOISTS AS PER FRAMING PLAN AT 450ctrs (AS SHOWN). FRAMING
WITHIN THE SITE, ONLY IF INDICATED ON THIS SITE PLAN. ANCHOR TO BEARER & SADDLEGRIP TO POLE PLATE. (MANUFACTURERS
- HEIGHT OF FENCE INCLUDING THE HEIGHT OF A RETAINING WALLS ARE NOT TO EXCEED 2.0 - THESE DRAWINGS HAVE BEEN COMPILED WITH ALLOWANCE FOR ANTICIPATED SPACE CONNECTION DETAILS TO TAKE PRECEDENCE FOR ENGINEERED
METRES ABOVE NATURAL GROUND LEVEL, ONLY IF INDICATED ON THIS SITE PLAN. REQUIREMENTS FOR ACCESS AND SCAFFOLDING. MEMBERS)
- DRIVEWAY SLOPE NOT TO EXCEED 1 VERTICAL TO 4 HORIZONTAL. - 1 ROW MID SPAN BLOCKING TO MATCH JOIST SIZE TO ANY SPAN EQUAL OR GREATER
- DRIVEWAY AND FOOTPATH CROSS OVER BY OWNER. - THE BUILDER IS TO ENSURE THAT A LEVEL AREA IS PROVIDED AS REQUIRED FOR THAN 3600. BLOCKING TO ENGINEERED JOISTS AS PER MANUFACTURERS WRITTEN
= DENOTES SURVEY PEG OR ASSUME SURVEY PEG SCAFFOLDING FOR CONSTRUCTION WORK AT HEIGHTS. THE BUILDER IS TO CONSULT WITH THE SPECIFICATIONS.
SCAFFOLD SUPPLIER AND PROVIDE ADDITIONAL FIXING POINTS TO THE BUILDING TO SECURE - BEARERS AS PER FRAMING PLAN 2/M12 dia BOLT TO POST MAX. 38mm NOTCH TO POST.
ROOF WATER THE SCAFFOLDING IF REQUIRED.
- 75 X 75 X 4mm SHS COLUMNS FULLY CAPPED AT ENDS SET MIN. 450
RAINFALL INTENSITY OF 250mm/hr WITH ARI OF 20 YEARS (BRISBANE) AS PER PART 3.5.2 OF - IF THE SCAFFOLD SYSTEMS SELECTED BY THE BUILDER REQUIRES ADDITIONAL SPACE OR INTO MASS CONCRETE PAD FOOTINGS TO ENGINEERS DETAILS.
THE B.C.A., THE ROOF AREA PER DOWNPIPE IS CALCULATED USING THE STRAMIT QLD. QUAD BUILDING FIXING POINTS, THE BUILDER IS TO REQUEST (VIA THE CLIENT) ADDITIONAL
EAVES GUTTER WITH A EFFECTIVE CROSS-SECTIONAL AREA OF 8100 SQ. MM. ACHIEVING A CONSTRUCTION DRAWINGS. - STEEL BEAMS AS PER FLOOR FRAMING PLAN TO BE FULLY SITE WELDED TO S.H.S. COLUMNS AT
MAXIMUM ACTUAL ROOF AREA PER DOWN PIPE OF 50 SQ.M. WHICH GIVES A MAX. PLAN THESE ADDITIONAL DRAWINGS AND DOCUMENTATION WILL BE TREATED AS A VARIATION AND EACH END OR M12dia. BOLTED TO TIMBER POST AND M12dia. BOLTED TO 75x38 F14 FIXING PLATES
DIMENSION OF 49.8 SQ.M. AT 5 DEGREES, 49.2 SQ.M. AT 10 DEGREES, 48.3 SQ.M. AT 15 CHARGED AT THE HOURLY RATE AS DEFINED IN THE BUILDING DESIGN CONTRACT OF AT STAGGERED 600ctrs. OR M12dia. CHEMICAL ANCHOR TO BLOCKWORK AS NOTED
DEGREES, 47.0 SQ.M. AT 20 DEGREES, 45.3 SQ.M. AT 25 DEGREES AND USING 100 X 75MM ENGAGEMENT. - 100 THICK CONCRETE SLAB TO ENGINEERS DESIGN ON 50mm BEDDING SAND, 0.2mm
DOWNPIPES. DOWNPIPE SPACING NOT TO EXCEED 14M.
POLYTHENE SHEETING & TERMITE TREATMENT SYSTEM TO A.S.3660.1(2000).
- THE BUILDER IS TO ERECT TEMPORARY PLATFORMS OR SCAFFOLDS FOR THE SAFER (SYSTEM PROVIDED MUST GIVE 50 YEAR GUARANTEE AGAINST FAILURE)
AS PER PART 3.1.2 OF THE B.C.A. IN ACCORDANCE WITH AQS/NZS 3500.3.2, UPVC STORM ERECTION OF THE ROOF, CEILING AND HIGH WALLS, AS REQUIRED TO ACHIEVE THE W.H.S.
WATER PIPELINES HAVING A SMOOTH (NON-PROFILED) INTERNAL BORE WITH A FALL OF OUTCOMES.
1:100 MIN. & A NOMINAL DIAMETER OF 100MM ACHIEVES A HYDRAULIC CAPACITY OF 8L/s, PHYSICAL BARRIERS AGAINST TERMITES:
GIVING A MAX. ACTUAL ROOF AREA OF 114.7 SQ.M. OR A MAX. PLAN DIMENSION OF 110.2 - ALL SUSPENDED INTERNAL TIMBER FLOORS ARE DESIGNED AS PLATFORM FLOORING TO
SQ.M AT 5 DEGREES, 105.2 SQ.M. AT 10 DEGREES, 101.0 SQ.M. AT 15 DEGREES, 97.2 SQ.M. AT STEEL POSTS TO HAVE AT LEAST ONE END FULLY SEALED AND WELDED WITH 8mm
PROVIDE SAFE ACCESS AND MOVEMENT. CUT IN FLOORING MAY ONLY BE USED WHEN LAID PLATE/FLANGE.
20 DEGREES, 93.2 SQ.M. AT 25 DEGREES PER STORMWATER PIPE. (WHERE CONNECTING TO OVER A PLATFORM FLOOR.
EXISTING STORMWATER FACILITIES; CAPACITY MUST BE FULLY INVESTIGATED BY THE TIMBER POSTS FIXED TO GALVANISED STEEL STIRRUPS. MINIMUM 75mm CLEAR GAP ABOVE
CONTRACTOR PRIOR TO CONNECTION AND/OR UPGRADED TO SUIT. - ALL DECKING IS TO HAVE SCAFFOLDING OR SUB-FLOOR PLATFORMS AND TEMPORARY FINISHED GROUND FOR INSPECTION.
SAFETY FLOORING AS REQUIRED TO PROVIDE SAFE CONSTRUCTION. GALVANIZED ANTCAPS AS APPROPRIATE, FULLY PARGED OR BONDED TO SLABS IN
ACCORDANCE WITH VOLUME II OF THE BUILDING CODE OF AUSTRALIA.
- ALL STAIRWELL FEATURE LOWER LEVEL HIGH CEILING VOIDS IN THE FLOOR ARE TO BE
BRANDING OF STRUCTURAL PROTECTED WITH TEMPORARY FLOORING OR OTHER FALL PROTECTION.
EACH SHEET OF STRUCTURAL GRADE PLYWOOD SHALL HAVE THE FOLLOWING INFORMATION
LEGIBLY AFFIXED THEREON BY THE MANUFACTURER AT THE POINT OF MANUFACTURE AT LEAST - ALL ROOFING IS TO BE FITTED WITH STRUCTURAL ANTI-FALL ROOF BATTENS @ MAXIMUM 450 NOTE:
ONCE. CTRS. REFER TO ATTACHED TIE-DOWN REPORT FOR DETAILED CONNECTION SCHEDULE.
(A) THE MANUFACTURERS NAME OR REGISTERED MARK. THESE BATTENS MAY ALSO BE THE STRUCTURAL ROOFING BATTENS. ALL CONSTRUCTION TO BE CARRIED OUT IN STRICT ACCORDANCE WITH AS1684.
(B) THE WORD 'STRUCTURAL' OR PRODUCT DESCRIPTION. VARIATIONS FROM TIE-DOWN SCHEDULES PROVIDED SHOULD BE CHECKED AND CERTIFIED
(C) REFERENCE TO THE STANDARD, i.e., AS/NZS 2269. - THE BUILDER IS TO ENSURE FULL VENTILATION OF THE WORK SITE WITH REGARDS TO THE BY AN R.P.E.Q. ENGINEER.
(D) THE GRADE OF OUTER PLIES (FACE FIRST, BACK LAST), e.g., CC, CD OR DD. USE OF CHEMICALS, SUCH AS, BUT NOT LIMITED TO ; ADHESIVES, SEALANTS, PAINTS AND
WHERE NON STANDARD VENEER QUALITY HAS BEEN USED IN THE PLYWOOD CLEANERS.
ASSEMBLY. THIS REQUIREMENT MAY BE MET BY REFERENCE TO A PRODUCT
NAME OR DESCRIPTION THAT REFERENCES THE NON-STANDARD VENEER - THE BUILDER IS TO INSTALL AN EYEBOLT THROUTH THE ROOF SHEETING CLOSE TO GUTTER
QUALITY IN THAT PRODUCT'S SPECIFIC MANUFACTURING SPECIFICATION. IN A CONVENIENT LOCATION FOR SECURING A LADDER FOR SAFER ROOF ACCESS, DURING AND TERMITE PROTECTION IN ACCORDANCE WITH A.S 3660 (2000):-
(E) THE BOND TYPE OF THE GLUE LINE, i.e., ABOND. AFTER CONSTRUCTION, THIS EYEBOLT ON THE ROOF WILL HAVE TO CORRESPOND WITH A NOTE: TERMITE MANAGEMENT SYSTEM IN STRICT ACCORDANCE WITH BCA
(F) AN INDICATION OF THE STRESS GRADE OF THE SHEET, e.g., F7. FIRM, LEVEL PAD AT GROUND LEVEL, SUITABLE FOR LOCATING THE BASE OF THE LADDER. REQUIREMENTS AND INSTALLED ONLY BY Q.B.S.A. LICENSED AND INSURED PROVIDERS.
(G) THE PANEL CONSTRUCTION CODE e.G., 17-24-7
(H) IF IMMUNIZED OR PRESERVATIVE-TREATED, BRANDING IN ACCORDANCE WITH AS/NZS HOME OWNER IS TO BE INFORMED OF MAINTENANCE REQUIREMENTS BEFORE A
1604.3. SYSTEM IS ADOPTED.
SUGGESTED OPTION 1: G.I. ANTCAPS FULLY PARGED TO FULL PERIMETER, MIN. 100 CLEAR OF
BRACING FINISHED GROUND AND TERMI-MESH TO ALL SLAB PENETRATIONS, INSTALLED BY LICENCED
INSTALLER, AND MAINTAINED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN
TB1: ANGLED BRACE IN ACCORDANCE WITH INSTRUCTIONS.
A.S. 1684.2-1999 MANUAL, TABLE 8.18, FIGURE (c) = 1.5kN/M SUGGESTED OPTION 2: FULL RETICULATED UNDERSLAB & PERIMETER SYSTEM TO
TB4B: STRUCTURAL PLY SHEET BRACING IN ACCORDANCE WITH A.S. 1684.2-1999 MANUFACTURERS DETAILS.
MANUAL, TABLE 8.18, FIGURE (h) = 6.0 kN/M ALL SLABS TO COMPLY WITH A.S.2870-COMPACTED AS REQUIRED
* PLY BRACING PANELS LESS THAN 900 LONG TO A MINIMUM WIDTH OF 600, TO HAVE 1/M12 ROD NOTE:
AT EACH END IN ACCORDANCE WITH A.S. 1684.2-1999 CLAUSE 8.3.6.5 SYSTEM PROVIDER MUST PROVIDE 50YEAR GUARANTEE AGAINST SYSTEM FAILURE
PLYWOOD STUDS @ 450ctrs
STRESS GRADE
F8 7mm THICK PLYWOOD
F11 6mm
F14 4mm NOTE:
F27 4mm ALL SLABS/FOOTINGS/RETAINING WALLS TO ENGINEER'S DETAIL
DESIGN AND SOIL TEST RECOMMENDATIONS
PLYWOOD NAILING TYPES & STRENGTHS REFER TO PAA "STRUCTURAL PLYWOOD WALL
BRACING" LIMIT STATE DESIGN MANUAL, TABLE 1: MINIMUM FASTENER SPECIFICATION.
BRICK PIERS IN ACCORDANCE WITH "BRICK DEVELOPMENT RESEARCH INSTITUTE"
CLAY BRICK CONSTRUCTION DETAILS,
VOLUME No.1, TABLE 12 = 1.5kN/M IN EACH DIRECTION.
M4(B) BRACEBOARD SHEET IN ACCORDANCE WITH AUSTRALIAN HARDBOARDS M4
PRODUCT MANUAL TYPE B = 6.0 kN/M
M4(C) BRACEBOARD SHEET IN ACCORDANCE WTIH AUSTRALIAN HARDBOARDS M4
PRODUCT MANUAL TYPE C = 9.0 kN/M
*BRACING PANELS LESS THAN 900 LONG TO A MINIMUM WIDTH OF 460, TO HAVE
1/M12 ROD AT EACH END IN ACCORDANCE WITH AUSTRALIAN HARDBOARDS M4
PRODUCT MANUAL TYPE E = 6.0 kN/M
JHFC JAMES HARDIE FBRE CEMENT IN ACCORDANCE WITH JAMES HARDIE
PRELIMINARY - NOT FOR CONSTRUCTION
BRACING FIXING MANUAL TABLE 4 = 5.3 kN/M
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Noosa Heads Q 4567
Janine & Zak Mason Edgar Bennet General Notes 09/11/2022 Proposed Plans
Unit 2, 24 Edgar 2022 24/11/2022 Engineering Specifications
e: [email protected] N1
Bennet Avenue, Noosa 24/01/2023 Client Amendments
www.jmfdesign.com.au PROJECT: Heads Qld 4567 Date Scale Drawn by JG
Drafting: Jessica Fleming Room Extension January 2023
Checked by JMF
QBCC 15200440
Page 12
WORK HEALTH AND SAFETY ACT 2011 NOTES:
1. FALLS, SLIPS, TRIPS 3. TRAFFIC SYNTHETIC MINERAL
A) WORKING AT HEIGHTS DURING CONSTRUCTION (FOR BUILDING ON A MAJOR ROAD, NARROW ROAD OR STEEPLY SLOPING ROAD) FIBREGLASS, ROCKW OOL, CERAMIC AND OTHER MATERIAL USED FOR THERMAL OR SOUND
PARKING OF VEHICLES OR LOADING/UNLOADING OF VEHICLES ON THIS ROADWAY MAY CAUSE A INSULATION MAY CONTAIN SYNTHETIC MINERAL FIBRE WHICH MAY BE HARMFUL IF INHALED OR IF IT
WHEREVER POSSIBLE, COMPONENTS FOR THIS BUILDING SHOULD BE PREFABRICATED OFF-SITE OR COMES IN CONTACT WITH THE SKIN, EYES OR OTHER SENSITIVE PARTS OR THE BODY. PERSONAL
AT GROUND LEVEL TO MINIMISE THE RISK OF WORKERS FALLING MORE THAN TWO METRES. TRAFFIC HAZARD. DURING CONSTRUCTION, MAINTENANCE OR DEMOLITION OF THIS BUILDING
DESIGNATED PARKING FOR WORKERS AND LOADING AREAS SHOULD BE PROVIDED. TRAINED TRAFFIC PROTECTIVE EQUIPMENT INCLUDING PROTECTION AGAINST INHALATION OF HARMFUL MATERIAL
HOWEVER, CONSTRUCTION OF THIS BUILDING WILL REQUIRE WORKERS TO BE WORKING AT SHOULD BE USED WHEN INSTALLING, REMOVING OR WORKING NEAR BULK INSULATION MATERIAL.
HEIGHTS WHERE A FALL IN EXCESS OF TWO METRES IS POSSIBLE AND INJURY IS LIKELY TO RESULT MANAGEMENT PERSONNEL SHOULD BE RESPONSIBLE FOR THE SUPERVISION OF THESE AREAS.
FROM SUCH A FALL. THE BUILDER SHOULD PROVIDE A SUITABLE BARRIER WHEREVER A PERSON IS (FOR BUILDING WHERE ON-SITE LOADING/UNLOADING IS RESTRICTED)
REQUIRED TO WORK IN A SITUATION WHERE FALLING MORE THAN TWO METRES IS A POSSIBILITY. CONSTRUCTION OF THIS BUILDING WILL REQUIRE LOADING AND UNLOADING OF MATERIALS ON THE TIMBER FLOORS
ROADWAY. DELIVERIES SHOULD BE WELL PLANNED TO AVOID CONGESTION OF LOADING AREAS AND
TRAINED TRAFFIC MANAGEMENT PERSONNEL SHOULD BE USED TO SUPERVISE LOADING/UNLOADING
DURING OPERATION OR MAINTENANCE AREAS. THIS BUILDING CONTAINS TIMBER FLOORS WHICH HAVE AN APPLIED FINISH. AREAS WHERE FINISHES
(FOR ALL BUILDINGS) ARE APPLIED SHOULD BE KEPT WELL VENTILATED DURING SANDING AND APPLICATION AND FOR A
BUSY CONSTRUCTION AND DEMOLITION SITES PRESENT A RISK OF COLLISION WHERE DELIVERIES PERIOD AFTER INSTALLATION. PERSONAL PROTECTIVE EQUIPMENT MAY ALSO BE REQUIRED. THE
(FOR HOUSES OR OTHER LOW-RISE BUILDINGS WHERE SCAFFOLDING IS APPROPRIATE) MANUFACTURER’S RECOMMENDATIONS FOR USE MUST BE CAREFULLY CONSIDERED AT ALL TIMES.
CLEANING AND MAINTENANCE OF WINDOWS, WALLS, ROOF OR OTHER COMPONENTS OF THIS AND OTHER TRAFFIC ARE MOVING WITHIN THE SITE. A TRAFFIC MANAGEMENT PLAN SUPERVISED BY
BUILDING WILL REQUIRE PERSONS TO BE SITUATED WHERE A FALL FROM A HEIGHT IN EXCESS OF TRAINED TRAFFIC MANAGEMENT PERSONNEL SHOULD BE ADOPTED FOR THE WORK SITE. 7. CONFINED SPACES
TWO METRES IS POSSIBLE. WHERE THIS TYPE OF ACTIVITY IS REQUIRED, SCAFFOLDING, LADDERS EXCAVATION
OR TRESTLES SHOULD BE USED IN ACCORDANCE WITH RELEVANT CODES OF PRACTICE,
REGULATIONS OR LEGISLATION. 4. SERVICES
CONSTRUCTION OF THIS BUILDING AND SOME MAINTENANCE ON THE BUILDING WILL REQUIRE
(FOR BUILDINGS WHERE SCAFFOLD, LADDERS, TRESTLES ARE NOT APPROPRIATE) EXCAVATION AND INSTALLATION OF ITEMS WITHIN EXCAVATIONS. WHERE PRACTICAL, INSTALLATION
CLEANING AND MAINTENANCE OF WINDOWS, WALLS, ROOF OR OTHER COMPONENTS OF THIS RUPTURE OF SERVICES DURING EXCAVATION OR OTHER ACTIVITY CREATES A VARIETY OF RISKS
INCLUDING RELEASE OF HAZARDOUS MATERIAL. EXISTING SERVICES ARE LOCATED ON OR AROUND SHOULD BE CARRIED OUT USING METHODS WHICH DO NOT REQUIRE WORKERS TO ENTER THE
BUILDING WILL REQUIRE PERSONS TO BE SITUATED WHERE A FALL FROM A HEIGHT IN EXCESS OF EXCAVATION. WHERE THIS IS NOT PRACTICAL, ADEQUATE SUPPORT FOR THE EXCAVATED AREA
TWO METRES IS POSSIBLE. WHERE THIS TYPE OF ACTIVITY IS REQUIRED, SCAFFOLDING, FALL THIS SITE. WHERE KNOWN, THESE ARE IDENTIFIED ON THE PLANS BUT THE EXACT LOCATION AND
EXTENT OF SERVICES MAY VARY FROM THAT INDICATED. SERVICES SHOULD BE LOCATED USING AN SHOULD BE PROVIDED TO PREVENT COLLAPSE. WARNING SIGNS AND BARRIERS TO PREVENT
BARRIERS OR PERSONAL PROTECTIVE EQUIPMENT SHOULD BE USED IN ACCORDANCE WITH ACCIDENTAL OR UNAUTHORISED ACCESS TO ALL EXCAVATIONS SHOULD BE PROVIDED.
RELEVANT CODES OF PRACTICE, REGULATIONS OR LEGISLATION. APPROPRIATE SERVICE (SUCH AS DIAL BEFORE YOU DIG), APPROPRIATE EXCAVATION PRACTICE
(IF APPROPRIATE, ADD THIS NOTE) SHOULD BE USED AND, WHERE NECESSARY, SPECIALIST CONTRACTORS SHOULD BE USED.
ANCHORAGE POINTS FOR PORTABLE SCAFFOLD OR FALL ARREST DEVICES SHOULD BE INSTALLED (IN LOCATIONS WITH UNDERGROUND POWER)
DURING CONSTRUCTION IN SUITABLE LOCATIONS FOR USE BY BOTH CONSTRUCTION & UNDERGROUND POWER LINES ARE LOCATED IN OR AROUND THIS SITE. ALL UNDERGROUND POWER ENCLOSED SPACES
MAINTENANCE WORKERS. ANY PERSONS ENGAGED TO WORK ON THE BUILDING AFTER COMPLETION LINES MUST BE DISCONNECTED OR CAREFULLY LOCATED AND ADEQUATE WARNING SIGNS USED
PRIOR TO ANY CONSTRUCTION, MAINTENANCE OR DEMOLITION COMMENCING. (FOR BUILDINGS WITH ENCLOSED SPACES WHERE MAINTENANCE OR OTHER ACCESS MAY BE
OF CONSTRUCTION WORK SHOULD BE INFORMED ABOUT THE ANCHORAGE POINTS & THESE POINTS REQUIRED)
SHOULD BE PERIODICALLY MAINTAINED & INSPECTED BY A SUITABLY QUALIFIED PROFESSIONAL. (IN LOCATIONS WITH OVERHEAD POWER LINES )
OVERHEAD POWER LINES ARE NEAR OR ON THIS SITE. THESE POSE A RISK OF ELECTROCUTION IF ENCLOSED SPACES WITHIN THIS BUILDING MAY PRESENT A RISK TO PERSONS ENTERING FOR
B) SLIPPERY OR UNEVEN SURFACES STRUCK OR APPROACHED BY LIFTING DEVICES OR OTHER PLANT AND PERSONS WORKING ABOVE CONSTRUCTION, MAINTENANCE OR ANY OTHER PURPOSE. THE DESIGN DOCUMENTATION MAY CALL
GROUND LEVEL. WHERE THERE IS A DANGER OF THIS OCCURRING, POWER LINES SHOULD BE, WHERE FOR WARNING SIGNS AND BARRIERS TO UNAUTHORISED ACCESS. THESE SHOULD BE MAINTAINED
FLOOR FINISHES PRACTICAL, DISCONNECTED OR RELOCATED. WHERE THIS IS NOT PRACTICAL ADEQUATE WARNING IN THROUGHOUT THE LIFE OF THE BUILDING. WHERE WORKERS ARE REQUIRED TO ENTER ENCLOSED
THE FORM OF BRIGHT COLOURED TAPE OR SIGNAGE SHOULD BE USED OR A PROTECTIVE BARRIER SPACES, AIR TESTING EQUIPMENT AND PERSONAL PROTECTIVE EQUIPMENT SHOULD BE PROVIDED.
(HAVE YOU CONSIDERED SLIPPERY SURFACES IN THE SELECTION OF SURFACE FINISHES?)
SPECIFIED FINISHES HAVE BEEN SELECTED TO MINIMISE THE RISK OF FLOORS AND PAVED AREAS PROVIDED.
BECOMING SLIPPERY WHEN WET OR WHEN WALKED ON WITH WET SHOES/FEET. ANY CHANGES TO
THE SPECIFIED FINISH SHOULD BE MADE IN CONSULTATION WITH THE DESIGNER OR, IF THIS IS NOT SMALL SPACES
PRACTICAL, SURFACES WITH AN EQUIVALENT OR BETTER SLIP RESISTANCE SHOULD BE CHOSEN. 5. MANUAL TASKS (FOR BUILDINGS WITH SMALL SPACES WHERE MAINTENANCE OR OTHER ACCESS MAY BE REQUIRED)
COMPONENTS WITHIN THIS DESIGN WITH A MASS IN EXCESS OF 25KG SHOULD BE LIFTED BY TWO OR SOME SMALL SPACES WITHIN THIS BUILDING WILL REQUIRE ACCESS BY CONSTRUCTION OR
(IF YOU HAVE NOT BEEN INVOLVED IN THE SELECTION OF SURFACE FINISH) MAINTENANCE WORKERS. THE DESIGN DOCUMENTATION MAY CALL FOR WARNING SIGNS AND
THE OWNER IS RESPONSIBLE FOR THE SELECTION OF SURFACE FINISHES IN THE PEDESTRIAN MORE WORKERS OR BY MECHANICAL LIFTING DEVICE. WHERE THIS IS NOT PRACTICAL, SUPPLIERS OR
FABRICATORS SHOULD BE REQUIRED TO LIMIT THE COMPONENT MASS. BARRIERS TO UNAUTHORISED ACCESS. THESE SHOULD BE MAINTAINED THROUGHOUT THE LIFE OF
TRAFFICABLE AREAS OF THIS BUILDING. SURFACES SHOULD BE SELECTED IN ACCORDANCE WITH AS THE BUILDING. WHERE WORKERS ARE REQUIRED TO ENTER SMALL SPACES THEY SHOULD BE
HB 197:1999 AND AS/NZ 4586:2004. ALL MATERIAL PACKAGING, BUILDING AND MAINTENANCE COMPONENTS SHOULD CLEARLY SHOW THE
TOTAL MASS OF PACKAGES AND WHERE PRACTICAL ALL ITEMS SHOULD BE STORED ON SITE IN A WAY SCHEDULED SO THAT ACCESS IS FOR SHORT PERIODS. MANUAL LIFTING AND OTHER MANUAL
WHICH MINIMISES BENDING BEFORE LIFTING. ADVICE SHOULD BE PROVIDED ON SAFE LIFTING ACTIVITY SHOULD BE RESTRICTED IN SMALL SPACES.
STEPS, LOOSE OBJECTS AND UNEVEN SURFACES METHODS IN ALL AREAS WHERE LIFTING MAY OCCUR.
CONSTRUCTION, MAINTENANCE AND DEMOLITION OF THIS BUILDING WILL REQUIRE THE USE OF
PORTABLE TOOLS AND EQUIPMENT. THESE SHOULD BE FULLY MAINTAINED IN ACCORDANCE WITH 8. PUBLIC ACCESS
DUE TO DESIGN RESTRICTIONS FOR THIS BUILDING, STEPS AND/OR RAMPS MAY BE INCLUDED IN THE
BUILDING WHICH MAY BE A HAZARD TO WORKERS CARRYING OBJECTS OR OTHERWISE OCCUPIED. MANUFACTURER’S SPECIFICATIONS AND NOT USED WHERE FAULTY OR (IN THE CASE OF ELECTRICAL
EQUIPMENT) NOT CARRYING A CURRENT ELECTRICAL SAFETY TAG. ALL SAFETY GUARDS OR DEVICES PUBLIC ACCESS TO CONSTRUCTION AND DEMOLITION SITES AND TO AREAS UNDER MAINTENANCE
STEPS SHOULD BE CLEARLY MARKED WITH BOTH VISUAL AND TACTILE WARNING DURING
SHOULD BE REGULARLY CHECKED AND PERSONAL PROTECTIVE EQUIPMENT SHOULD BE USED IN CAUSES RISK TO WORKERS AND PUBLIC. WARNING SIGNS AND SECURE BARRIERS TO UNAUTHORISED
CONSTRUCTION, MAINTENANCE, DEMOLITION AND AT ALL TIMES WHEN THE BUILDING OPERATES AS
ACCORDANCE WITH MANUFACTURER’S SPECIFICATION ACCESS SHOULD BE PROVIDED. WHERE ELECTRICAL INSTALLATIONS, EXCAVATIONS, PLANT OR LOOSE
A WORKPLACE.
MATERIALS ARE PRESENT THEY SHOULD BE SECURED WHEN NOT FULLY SUPERVISED.
BUILDING OWNERS AND OCCUPIERS SHOULD MONITOR THE PEDESTRIAN ACCESS WAYS AND IN
PARTICULAR ACCESS TO AREAS WHERE MAINTENANCE IS ROUTINELY CARRIED OUT TO ENSURE 6. HAZARDOUS SUBSTANCES
THAT SURFACES HAVE NOT MOVED OR CRACKED SO THAT THEY BECOME UNEVEN AND PRESENT A ASBESTOS
TRIP HAZARD. SPILLS, LOOSE MATERIAL, STRAY OBJECTS OR ANY OTHER MATTER THAT MAY CAUSE 9. OPERATIONAL USE OF BUILDING
A SLIP OR TRIP HAZARD SHOULD BE CLEANED OR REMOVED FROM ACCESS WAYS. (FOR ALTERATIONS TO A BUILDING CONSTRUCTED PRIOR TO 1990)
CONTRACTORS SHOULD BE REQUIRED TO MAINTAIN A TIDY WORK SITE DURING CONSTRUCTION, THIS BUILDING WAS CONSTRUCTED PRIOR TO 1990 AND THEREFORE MAY CONTAIN ASBESTOS EITHER (FOR RESIDENTIAL BUILDINGS)
IN CLADDING MATERIAL OR IN FIRE RETARDANT INSULATION MATERIAL. THE BUILDER SHOULD CHECK THIS BUILDING HAS BEEN DESIGNED AS A RESIDENTIAL BUILDING. IF IT, AT A LATER DATE, IS USED OR
MAINTENANCE OR DEMOLITION TO REDUCE THE RISK OF TRIPS AND FALLS IN THE WORKPLACE.
AND, IF NECESSARY, TAKE APPROPRIATE ACTION BEFORE DEMOLISHING, CUTTING, SANDING, INTENDED TO BE USED AS A WORKPLACE, THE PROVISIONS OF THE WORK HEALTH AND SAFETY ACT
MATERIALS FOR CONSTRUCTION OR MAINTENANCE SHOULD BE STORED IN DESIGNATED AREAS
DRILLING OR OTHERWISE DISTURBING THE EXISTING STRUCTURE. 2011 OR SUBSEQUENT REPLACEMENT ACT SHOULD BE APPLIED TO THE NEW USE.
AWAY FROM ACCESS WAYS AND WORK AREAS.
(FOR ALTERATIONS TO A BUILDING CONSTRUCTED PRIOR TO 1986) (FOR NON-RESIDENTIAL BUILDINGS WHERE THE END-USE HAS NOT BEEN IDENTIFIED)
THIS BUILDING WAS CONSTRUCTED PRIOR TO 1986 AND THEREFORE IS LIKELY TO CONTAIN THIS BUILDING HAS BEEN DESIGNED TO REQUIREMENTS OF THE CLASSIFICATION IDENTIFIED ON THE
2. FALLING OBJECTS DRAWINGS. THE SPECIFIC USE OF THE BUILDING IS NOT KNOWN AT THE TIME OF THE DESIGN AND A
ASBESTOS EITHER IN CLADDING MATERIAL OR IN FIRE RETARDANT INSULATION MATERIAL. THE
LOOSE MATERIALS OR SMALL OBJECTS BUILDER SHOULD CHECK AND, IF NECESSARY, TAKE APPROPRIATE ACTION BEFORE DEMOLISHING, FURTHER ASSESSMENT OF THE WORKPLACE HEALTH AND SAFETY ISSUES SHOULD BE UNDERTAKEN
CONSTRUCTION, MAINTENANCE OR DEMOLITION WORK ON OR AROUND THIS BUILDING IS LIKELY TO CUTTING, SANDING, DRILLING OR OTHERWISE DISTURBING THE EXISTING STRUCTURE. AT THE TIME OF FIT-OUT FOR THE END-USER.
(FOR NON-RESIDENTIAL BUILDINGS WHERE THE END-USE IS KNOWN) (PLEASE NOTE THAT ADDITIONAL
INVOLVE PERSONS WORKING ABOVE GROUND LEVEL OR ABOVE FLOOR LEVELS. WHERE THIS
NOTES MAY NEED TO BE ADDED SPECIFIC TO THE USE)
OCCURS ONE OR MORE OF THE FOLLOWING MEASURES SHOULD BE TAKEN TO AVOID OBJECTS
THIS BUILDING HAS BEEN DESIGNED FOR THE SPECIFIC USE AS IDENTIFIED ON THE DRAWINGS.
FALLING FROM THE AREA WHERE THE WORK IS BEING CARRIED OUT ONTO PERSONS BELOW. POWDERED MATERIALS WHERE A CHANGE OF USE OCCURS AT A LATER DATE A FURTHER ASSESSMENT OF THE WORKPLACE
MANY MATERIALS USED IN THE CONSTRUCTION OF THIS BUILDING CAN CAUSE HARM IF INHALED IN HEALTH AND SAFETY ISSUES SHOULD BE UNDERTAKEN.
1. PREVENT OR RESTRICT ACCESS TO AREAS BELOW WHERE THE WORK IS BEING CARRIED OUT.
2. PROVIDE TOEBOARDS TO SCAFFOLDING OR WORK PLATFORMS. POWDERED FORM. PERSONS WORKING ON OR IN THE BUILDING DURING CONSTRUCTION,
3. PROVIDE PROTECTIVE STRUCTURE BELOW THE WORK AREA. OPERATIONAL MAINTENANCE OR DEMOLITION SHOULD ENSURE GOOD VENTILATION AND WEAR
4. ENSURE THAT ALL PERSONS BELOW THE WORK AREA HAVE PERSONAL PROTECTIVE EQUIPMENT. PERSONAL PROTECTIVE EQUIPMENT INCLUDING PROTECTION AGAINST INHALATION WHILE USING 10. OTHER HIGH RISK ACTIVITY
POWDERED MATERIAL OR WHEN SANDING, DRILLING, CUTTING OR OTHERWISE DISTURBING OR
CREATING POWDERED MATERIAL. ALL ELECTRICAL WORK SHOULD BE CARRIED OUT IN ACCORDANCE WITH CODE OF PRACTICE:
MANAGING ELECTRICAL RISKS AT THE WORKPLACE, AS/NZ 3012 AND ALL LICENSING REQUIREMENTS.
BUILDING COMPONENTS ALL WORK USING PLANT SHOULD BE CARRIED OUT IN ACCORDANCE WITH CODE OF PRACTICE:
MANAGING RISKS OF PLANT AT THE WORKPLACE.
DURING CONSTRUCTION, RENOVATION OR DEMOLITION OF THIS BUILDING, PARTS OF THE TREATED TIMBER ALL WORK SHOULD BE CARRIED OUT IN ACCORDANCE WITH CODE OF PRACTICE: MANAGING NOISE
STRUCTURE INCLUDING FABRICATED STEELWORK, HEAVY PANELS AND MANY OTHER COMPONENTS
WILL REMAIN STANDING PRIOR TO OR AFTER SUPPORTING PARTS ARE IN PLACE. CONTRACTORS THE DESIGN OF THIS BUILDING INCLUDES PROVISION FOR THE INCLUSION OF TREATED TIMBER AND PREVENTING HEARING LOSS AT WORK.
SHOULD ENSURE THAT TEMPORARY BRACING OR OTHER REQUIRED SUPPORT IS IN PLACE AT ALL WITHIN THE STRUCTURE. DUST OR FUMES FROM THIS MATERIAL CAN BE HARMFUL. PERSONS DUE TO THE HISTORY OF SERIOUS INCIDENTS IT IS RECOMMENDED THAT PARTICULAR CARE BE
TIMES WHEN COLLAPSE WHICH MAY INJURE PERSONS IN THE AREA IS A POSSIBILITY. WORKING ON OR IN THE BUILDING DURING CONSTRUCTION, OPERATIONAL MAINTENANCE OR EXERCISED WHEN UNDERTAKING WORK INVOLVING STEEL CONSTRUCTION AND CONCRETE
MECHANICAL LIFTING OF MATERIALS AND COMPONENTS DURING CONSTRUCTION, MAINTENANCE OR DEMOLITION SHOULD ENSURE GOOD VENTILATION AND WEAR PERSONAL PROTECTIVE EQUIPMENT PLACEMENT. ALL THE ABOVE APPLIES.
DEMOLITION PRESENTS A RISK OF FALLING OBJECTS. CONTRACTORS SHOULD ENSURE THAT INCLUDING PROTECTION AGAINST INHALATION OF HARMFUL MATERIAL WHEN SANDING, DRILLING,
APPROPRIATE LIFTING DEVICES ARE USED, THAT LOADS ARE PROPERLY SECURED AND THAT CUTTING OR USING TREATED TIMBER IN ANY WAY THAT MAY CAUSE HARMFUL MATERIAL TO BE
ACCESS TO AREAS BELOW THE LOAD IS PREVENTED OR RESTRICTED. RELEASED. DO NOT BURN TREATED TIMBER.
VOLATILE ORGANIC COMPOUNDS
MANY TYPES OF GLUE, SOLVENTS, SPRAY PACKS, PAINTS, VARNISHES AND SOME CLEANING
MATERIALS AND DISINFECTANTS HAVE DANGEROUS EMISSIONS. AREAS WHERE THESE ARE USED
SHOULD BE KEPT WELL VENTILATED WHILE THE MATERIAL IS BEING USED AND FOR A PERIOD AFTER
INSTALLATION. PERSONAL PROTECTIVE EQUIPMENT MAY ALSO BE REQUIRED. THE MANUFACTURER’S
RECOMMENDATIONS FOR USE MUST BE CAREFULLY CONSIDERED AT ALL TIMES.
PRELIMINARY - NOT FOR CONSTRUCTION
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Noosa Heads Q 4567
Janine & Zak Mason Edgar Bennet Workplace Health & Safety 09/11/2022 Proposed Plans
Unit 2, 24 Edgar 2022 24/11/2022 Engineering Specifications
e: [email protected] N2
Bennet Avenue, Noosa 24/01/2023 Client Amendments
www.jmfdesign.com.au PROJECT: Heads Qld 4567 Date Scale Drawn by JG
Drafting: Jessica Fleming Room Extension January 2023
Checked by JMF
QBCC 15200440
Page 13
REQUIREMENTS FOR SUSTAINABLE BUILDINGS:
TO FULFIL PERFORMANCE CRITERIA OF QUEENSLAND DEVELOPMENT CODE MP 4.1 'SUSTAINABLE RAINWATER TANKS: SIGNAGE ON TANKS:
BUILDINGS' AND ENSURE CLASS 1 BUILDINGS AND SOLE OCCUPANCY UNITS IN CLASS 2 BUILDINGS ACCEPTABLE SOLUTION (A2): ACCEPTABLE SOLUTION (A8): WHERE A TANK IS INSTALLED TO SUPPLY WATER TO THE PLUMBING
ARE DESIGNED AND BUILT TO BE ENERGY AND WATER EFFICIENT (a) HAS A MIN. STORAGE CAPACITY- FIXTURES, THE TANK MUST HAVE:
(i) OF AT LEAST 5,000LTS FOR A DETACHED CLASS 1 BUILDING. (a) ONE NOTICE ON THE FRONT OF THE RAINWATER TANK AND ONE NOTICE ON THE COVER, NOT
WATER CONSERVATION: (ii) AT LEAST 3,000LTS FOR A CLASS 1 BUILDING OTHER THAN A DETACHED CLASS 1 BUILDING; LESS THAN 450MMX250MM IN SIZE.
OR (b) TEXT IN CAPITAL LETTERS OF NOT LESS THAN 25MM IN HEIGHT WITH THE FOLLOWING
PERFORMANCE CRITERIA (P1): (iii) GREATER THAN (a) (i) OR (a) (ii) AS SPECIFIED BY THE LOCAL GOVERNMENT IN A LOCAL IDENTIFICATION: WARNING RAINWATER
IN A WATER SERVICE AREA, WATER SAVING SHOWER ROSES ARE INSTALLED IN: PLANNING INSTRUMENT; AND
(i) NEW CLASS 1 BUILDINGS AND SOLE OCCUPANCY UNITS OF NEW CLASS 2 BUILDINGS; AND (b) IS INSTALLED TO RECEIVE RAINFALL FROM - A TANK HAS:
(ii) EXISTING CLASS 1 BUILDINGS AND SOLE-OCCUPANCY UNITS IN EXISTING CLASS 2 BUILDINGS (i) A MINIMUM ROOF CATCHMENT AREA THAT IS AT LEAST ONE HALF OF THE TOTAL ROOF AREA (a) ONE NOTICE ON THE FRONT OF THE TANK AND ONE NOTICE ON THE COVER, NOT LESS THAN
AT TIME OF BATHROOM RENOVATION AND/OR OTHER RENOVATION. OR 100M2, WHICHEVER IS THE LESSER; OR 450MMX250MM IN SIZE.
(ii) A MINIMUM ROOF CATCHMENT AREA THAT IS GREATER THAN (b) (i), AS SPECIFIED BY THE (b) TEXT IN CAPITAL LETTERS OF NOT LESS THAN 25MM IN HEIGHT WITH THE FOLLOWING
ACCEPTABLE SOLUTION (A1): LOCAL GOVERNMENT IN A LOCAL PLANNING INSTRUMENT; AND IDENTIFICATION: WARNING: RECYCLED WATER - DO NOT DRINK.
WATER SAVING SHOWER ROSES HAVE: (c) IS CONNECTED TO - (c) ALL OUTLET POINTS CLEARLY MARKED "WARNING: NOT FOR DRINKING" WITH SAFETY SIGNS TO
(a) A AAA OR HIGHER RATING WHEN ASSESSED AGAINST AS/NZS 6400:2004; OR (i) TOILET CISTERNS AND WASHING MACHINE COLD WATER TAPS (OTHER THAN THOSE COMPLY WITH AS 1319 AND AS1345;
(b) A THREE STAR OR HIGHER RATING UNDER THE WATER EFFICIENCY LABELLING SCHEME (WELS). CONNECTED TO A GREYWATER TREATMENT PLANT OR ALTERNATIVE WATER SUBSTITUTION
MEASURE); AND RAINWATER TANK STANDS:
PERFORMANCE CRITERIA (P2): (ii) AN EXTERNAL USE; AND
IN A WATER SERVICE AREA, THE PRESSURE LEVEL OF WATER SUPPLIED TO NEW CLASS 1 BUILDING (iii) OTHER FIXTURES AS SPECIFIED BY THE LOCAL GOVERNMENT IN A LOCAL PLANNING ACCEPTABLE SOLUTION (A9):
DOES NOT EXCEED THE LEVELS NECESSARY FOR THE PROPER FUNCTIONING AND OPERATION OF A INSTRUMENT. ALL RAINWATER TANK STANDS TO COMPLY WITH AS/NZS1170.1:2002 PERMANENT, IMPOSED AND
FIXTURE OR FITTING. OTHER ACTION AND AS/NZS1170.2:2002 WIND ACTIONS.
CONTAMINANTS:
ACCEPTABLE SOLUTION (A2):
NEW CLASS 1 BUILDINGS IN A WATER SERVICE AREA EITHER: ACCEPTABLE SOLUTION (A4):
RAINWATER TANK OPENINGS:
(a) HAVE A MAINS WATER SUPPLY THAT DOES NOT EXCEED PRESSURE LEVELS SET OUT IN AS/NZS A RAINWATER TANK MUST HAVE: ACCEPTABLE SOLUTION (A10):
3500.1:2003; OR (a) A SCREENED DOWNPIPE RAINHEAD, HAVING SCREEN MESH 4-6MM AND DESIGNED TO PREVENT (a) ALL RAINWATER TANKS ARE SEALED TO PREVENT SURFACE STROMWATER AND GROUNDWATER
(b) ARE IN A PRESSURE MANAGEMENT ZONE: LEAVES, FROM ENTERING EACH DOWNPIPE' AND ENTERING THE RAINWATER TANK.
OR (b) A MINIMUM OF 20 LTS OF THE FIRST FLUSH OF ROOF CATCHMENT RAINWATER (b) NON WATER-TIGHT ACCESS LIDS ARE SEALED , OR TERMINATE A MINIMUM 150 MM ABOVE
(c) ARE LOCATED ON PREMISES WITH A WATER PRESSURE LIMITING DEVICE INSTALLED TO ENSURE DIVERTED/DISCARDED BEFORE ENTERING THE RAINWATER TANK W HERE: FINISHED GROUND LEVEL STORMWATE FLOWS WITH THE GROUND SLOPED AWAY FROM THE TANK
THE MAXIMUM OPERATING PRESSURE AT ANY OUTLET WITHIN THE BOUNDARIES OF THE PREMISES (i) CONNECTED TO SHOWERS, WASH BASINS, KITCHEN OR HOT WATER SERVICES; OR AND ACCESS LID.
DOES NOT EXCEED 500kPa. (ii) REQUIRED BY A LOCAL GOVERNMENT IN A LOCAL PLANNING INSTRUMENT. (c) WATER TIGHT ACCESS LIDS ARE PERMITTED TO FINISH FLUSH WITH FINISHED SURFACE LEVEL.
PERFORMANCE CRITERIA (P3):
IN A WATER SERVICE AREA, THE VOLUME OF WATER USED IN TOILET FLUSHING DOES NOT EXCEED RAINWATER TANK OVERFLOW:
THE VOLUME NECESSARY FOR EFFICIENT OPERATION OF TOILETS IN: MOSQUITOS/ VERMIN:
PREVENTION OF PONDING
(i) NEW CLASS 1 BUILDINGS AND SOLE-OCCUPANCY UNITS OF A NEW CLASS 2 BUILDINGS; ACCEPTABLE SOLUTION (A5): ACCEPTABLE SOLUTION (A11):
(ii) EXISTING CLASS 1 BUILDINGS AND SOLE OCCUPANCY IN EXISTING CLASS 2 BUILDINGS AT A RAINWATER TANK IS PROVIDED WITH - (a) THE RAINWATER TANK OVERFLOW IS CONNECTED TO THE EXISTING STORMWATER SYSTEM OR
TIME OF BATHROOM RENOVATION AND OTHER RENOVATION; AND (a) EITHER- KERB AND CHANNEL, OR INTER-ALLOTMENT STORMWATER PIT.
(iii) EXISTING CLASS 1 BUILDINGS AND SOLE OCCUPANCY UNITS IN EXISTING CLASS 2 BUILDINGS (i) MOSQUITO-PROOF SCREENS OF BRASS, COPPER, ALUMINUM OR STAINLESS STEEL GAUZE (b) IF NO STORMWATER SYSTEM EXISTS AND THE PROPERTY FALLS AWAY FROM THE STREET THE
WHEN TOILETS REPLACED. NOT COARSER THAN 1MM APERTURE MESH; OR RAINWATER TANK OVERFLOW MAY HAVE TO BE DRAINED TO AN ONSITE STROMWATER DISPERSION
(ii) FLAP VALVES AT EVERY OPENING OF THE RAINWATER TANK; AND SYSTEM. THE LOCAL GOVERNMENT MUST APPROVE ON-SITE STORMWATER DISPERSION SYSTEMS
ACCEPTABLE SOLUTION (A3): (b) A VERMIN TRAP; OR BEFORE INSTALLATION.
TOILET CISTERNS: (c) WHERE A WET SYSTEM IS USED TO HARVEST RAINWATER, MOSQUITO-PROOFING IN (c) THE WATER FROM THE OVERFLOW IS CONSIDERED TO BE STORMWATER AND THE
(a) HAVE DUAL FLUSH FUNCTION THAT DOES NOT EXCEED 6 LITRES ON FULL FLUSH AND 3 LITRES ON ACCORDANCE WITH HB230. REQUIREMENTS OF AS/NZS 3500:2003 APPLY.
HALF FLUSH; AND (d) A PHYSICAL AIR BREAK OR NON-RETURN VALVE ON THE OUTLET FROM THE RAINWATER TANK
(b) ARE COMPATIBLE WITH THE SIZE OF THE TOILET BOWL TO ALLOW FOR PROPER FUNCTION OF THE OVERFLOW IS PROVIDED BEFOR3 CONNECTION TO THE STORMWATER DRAINAGE SYSTEM.
TOILET. INTERNAL FIXTURES:
(e) ALL PLUMBING AND STORMWATER CONNECTIONS COMPLY WITH LOCAL GOVERNMENT
REQUIREMENTS.
- SUPPLIED FROM A RAINWATER TANK MUST HAVE A CONTINUOUS SUPPLY OF WATER.
ACCEPTABLE SOLUTION (A5):
A RAINWATER TANK MUST HAVE: GREYWATER TREATMENT PLANT:
ENERGY EFFICIENCY LIGHTING: (a) AN AUTOMATIC SWITCHING DEVICE PROVIDING SUPPLEMENTARY WATER FROM THE A GREYWATER TREATMENT PLANT MUST HAVE SUFFICIENT STORAGE CAPACITY TO PROVIDE AN
PERFORMANCE CRITERIA (P4): RETICULATED TOWN WATER SUPPLY, OR ACCEPTABLE CONTRIBUTION TO MEET WATER SAVINGS TARGETS WITH REGARD TO
A SIGNIFICANT PROPORTION OF LIGHTING MUST BE ENERGY EFFICIENT IN NEW CLASS 1 BUILDINGS (b) A TRICKLE TOP UP SYSTEM, PROVIDING SUPPLEMENTARY WATER FORM THE RETICULATED (a) THE AMOUNT OF AVAILABLE GREYWATER; AND
AND THE SOLE-OCCUPANCY UNITS OF NEW CLASS 2 BUILDINGS. TOWN WATER SUPPLY WITH - (b) THE REQUIRED DEMAND FOR GREYWATER.
(i) A MIN. FLOW RATE OF 2 LITRES PER MINUTE AND A MAX. FLOW RATE OF 4 LITRES PER
ACCEPTABLE SOLUTION (A4): MINUTE; AND ACCEPTABLE SOLUTION (A12):
FLUORESCENT LIGHTS OR COMPACT FLUORESCENT LIGHTS (CFLs) MUST BE THE ONLY FIXED (ii) TOP UP VALVES INSTALLED IN AN ACCESSIBLE LOCATION; AND A GREYWATER TREATMENT PLANT-
ARTIFICIAL LIGHT SOURCE USED IN ROOMS THAT ACCOUNT FOR AT LEAST 40% OF THE TOTAL (iii) A MIN. STORAGE VOLUME OF THE RETICULATED TOWN WATER SUPPLY TOP UP NOT (a) IS INSTALLED TO RECEIVE GREYWATER FROM ALL BATHROOM SANITARY OUTLETS IN THE
FLOOR AREA. EXCEEDING 1,000 LITRES OR AS SPECIFIED BY THE LOCAL GOVERNMENT IN A LOCAL PLANNING BUILDING;
INSTRUMENT. (b) HAS A MINIMUM PROCESSING CAPACITY TO TREAT TOTAL GREYWATER INPUT VESSEL VOLUME IN
24 HOURS;
HOT WATER SUPPLY: BACKFLOW PREVENTION: (c) HAS A STORAGE CAPACITY NOT EXCEEDING 2,000L;
PERFORMANCE CRITERIA (P5): (d) IS CONNECTED TO SUPPLY TREATED WATER TO -
ACCEPTABLE SOLUTION (A6): (i) TO ALL TOILET CISTERNS;
HOT WATER SYSTEMS THAT HAVE A LOW GREENHOUSE GAS EMISSIONS IMPACT MUST BE INSTALLED A BACKFLOW PREVENTION DEVICE IS INSTALLED TO PROTECT THE DRINKING WATER WITHIN THE
IN NEW CLASS 1 BUILDINGS. (ii) WASHING MACHINE COLD WATER TAPS;
RETICULATED TOWN WATER SUPPLY SYSTEM IN ACCORDANCE WITH AS/NZS 3500:2003 PLUMBING (iii) AN EXTERNAL USE; AND
AND DRAINAGE. (iv) OTHER FIXTURES AS SPECIFIED BY THE LOCAL GOVERNMENT IN A LOCAL PLANNING
ACCEPTABLE SOLUTION (A5):
HOT WATER IS SUPPLIED BY: INSTRUMENT
(a) A HEAT PUMP OR A SOLAR HOT WATER SYSTEM THAT IS ELIGIBLE TO RECEIVE: SYSTEM MATERIALS: (e) SUPPLIES TREATED WATER SEPARATE TO THE RETICULATED TOWN WATER SUPPLY SYSTEM:
(i) TO ALL TOILET CISTERNS; AND
ACCEPTABLE SOLUTION (A7): (ii) FOR COLD WATER WASHING MACHINES USING A SEPARATE TAP DIRECTLY CONNECTED
(i) IN A BUILDING WITH 3 OR MORE BEDROOMS, AT LEAST 22 RENEWABLE ENERGY (a) POLYTHENE TANKS TO COMPLY WITH AS/NZS4766:2006 POLYTHENE STORAGE TANKS FOR
CERTIFICATES; OR FROM THE GREYWATER TREATMENT PLANT' AND
WATER AND CHEMICALS. (iii) AND EXTERNAL USE; AND
(ii) OTHERWISE, AT LEAST 14 RENEWABLE ENERGY CERTIFICATES; OR (b) GALVANISE STEEL SHEET TANKS TO COMPLY WITH AS1397:2001 STEEL SHEET AND STRIP - HOT-
(iii) A GAS HOT WATER SYSTEM WITH A FIVE STAR ENERGY RATING. (iv) OTHER FIXTURES AS SPECIFIED BY THE LOCAL GOVERNMENT IN A LOCAL PLANNING
DIPPED ZINC-COATED OR ALUMINIUM/ZINC-COATED, AND HAVE A MINIMUM COATING OF 550 g/m2. INSTRUMENT;
(c) STAINLESS STEEL SHEET TO COMPLY WITH ASTM A240/M-05 STANDARD SPECIFICATION FOR (f) HAS AN APPROPRIATE LOW HAZARD BACKFLOW PREVENTION DEVICE INSTALLED TO PROTECT THE
NOTE: RENEWABLE ENERGY CERTIFICATES ARE ISSUED UNDER THE COMMONWEALTH CHROMIUM AND CHROMIUM-NICKEL STAINLESS STEEL PLATE, SHEET, AND STRIP FOR PRESSURE
GOVERNMENT'S MANDATORY RENEWABLE ENERGY TARGET. RETICULATED TOWN WATER SUPPLY SYSTEM;
VESSELS AND FOR GENERAL APPLICATIONS. (g) COMPLIES WITH TABLE T1A OF THE QUEENSLAND PLUMBING AND WASTEWATER CODE FOR THE
(d) CONCRETE TANKS TO COMPLY WITH AS3735:2001 CONCRETE STRUCTURES CONTAINING EFFLUENT COMPLIANCE VALUE FOR END USES WITH A HIGH LEVEL OF HUMAN CONTACT;
LIQUIDS. (h) HAS AN AUTOMATIC SWITCHING DEVICE PROVIDING SUPPLEMENTARY WATER FROM THE
WATER SAVING TARGETS: (e) COLLECTION WELL/UNDERGROUND WATER CELL (NON POTABLE), OR BLADDER TANK TO RETICULATED TOWN WATER SUPPLY SYSTEM; AND
CHECK WITH LOCAL COUNCIL FOR SPECIFIC WATER SAVING TARGETS AND REQUIREMENTS. COMPLY WITH VERTICAL AXIS TYPE SECTION 10 OF AS/NZS 1546.1:1998 ON-SITE DOMESTIC (i) DISPOSES OF UNTREATED GREYWATER TO THE SEWER.
WASTEWATER TREATMENT UNITS - SEPTIC TANKS.
ACCEPTABLE SOLUTION (A1):
CLASS 1 BUILDINGS CONNECTED TO A RETICULATED TOWN WATER SUPPLY SYSTEM PROVIDED BE A
WATER SERVICE PROVIDER REGISTERED UNDER THE WATER ACT 2000 USE -
(a) A RAINWATER TANK; OR
(b) A GREYWATER TREATMENT PLANT; OR
(c) ALTERNATIVE WATER SUBSTITUTION MEASURE; OR
(d) A COMBINATION OF (a) AND /OR (b) AND /OR (c) AS SPECIFIED IN A LOCAL PLANNING INSTRUMENT,
NOTE: AS OF FEBRUARY 1, 2013; THE SUSTAINABILITY REQUIREMENTS REGARDING RAINWATER
STATE CODE OR STATE PLANNING POLICY. TANKS & HOT WATER SUPPLY ARE NO LONGER MANDATORY, THOUGH STILL PROVIDE FOR A
MORE SUSTAINABLE BUILDING SHOULD THEY BE ADOPTED.
PRELIMINARY - NOT FOR CONSTRUCTION
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Noosa Heads Q 4567
Janine & Zak Mason Edgar Bennet Sustainability Notes 09/11/2022 Proposed Plans
Unit 2, 24 Edgar 2022 24/11/2022 Engineering Specifications
e: [email protected] N3
Bennet Avenue, Noosa 24/01/2023 Client Amendments
www.jmfdesign.com.au PROJECT: Heads Qld 4567 Date Scale Drawn by JG
Drafting: Jessica Fleming Room Extension January 2023
Checked by JMF
QBCC 15200440
Used in these records
Attachment 1 - Proposal Plan.pdfRelated documentApplication case desk ↗
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