Hi Emily Yes of course. The use of the property is short term stays. Guests will check in online and there will be a key box situated at the front door for them to access the unit. Each side of the Duplex sleeps 4 people, and there will be a strictly no party policy that will be enforced by ourselves as we will also be living on the grounds. At this stage we think that we will offer one night as minimum stay and be negotiable for maximum. We don't fore seen any issues arising as we will be living on the grounds as well, this will be made clear in our welcome pack to guests. Thank you Katie Fox
Transcript
Hi Emily Yes of course. The use of the property is short term stays. Guests will check in online and there will be a key box situated at the front door for them to access the unit. Each side of the Duplex sleeps 4 people, and there will be a strictly no party policy that will be enforced by ourselves as we will also be living on the grounds. At this stage we think that we will offer one night as minimum stay and be negotiable for maximum. We don't fore seen any issues arising as we will be living on the grounds as well, this will be made clear in our welcome pack to guests. Thank you Katie Fox
bed 1
living
kit
meals
bath
bed 1
living
kit
meals
bath
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proposed future new dwelling
proposed new 2
story duplex units
onsite stormwater
retention area
extg stone
garden shed
proposed 3 bay
garage
BB
Q cover
104.33M2
172.52M2
site
2809.33M2
300.00M2
approx
23.68M2
70.00M2
35.00M2
59.27M2
8.3
2M
2
21.28M2
35.00M2
59.27M2
8.3
2M
2
21.28M2
bed 2
bath
bed 2
bath
site plan1:200
lower floor plan1:100 dwg no. rev no.
scale drawn
drawing title
address
project
Total Design & DraftingBUILDING DESIGNERS & MECHANICAL DRAFTSMEN
SETTING OUT OF THE WORK IS THE RESPOSIBILITY OF THE CONTRACTOR.ALL DIMENSIONS TO BE TAKEN FROM THE DRAWING. DO NOT SCALE FROMTHE DRAWING.ANY DISCREPANCIES TO BE REPORTED IMMEDIATELY TO THE DRAFTSMAN.THIS DRAWING SHALL BE READ IN CONJUCTION WITH THESPECIFICATIONS.THESE DRAWINGS ARE COPYRIGHT PROTECTED & MUST NOT BE COPIEDWITHOUT WRITTEN CONSENT FROM TOTAL DESIGN & DRAFTING.
revision description by date
Web : www.totaldesign.com.au
A Issued for internal review GMcK 01.11.2017
17-093-1 4
17-0
93
M & K FOXProposed New Development
11 Wyatt St, Mount Gambier
Plans & Elevations
G McKAs Shownarea plan1:500
B Reduced size GMcK 13.11.2017
upper floor plan1:100
west elevation1:100
south elevation1:100
north elevation1:100
east elevation1:100
C Proposed Development GMcK 26.07.2019D Design Changes GMcK 01.08.2019E Issued for Planning Approval GMcK 05.08.2019F Issued for Planning Discussion GMcK 29.11.20191 Issued for Approval GMcK 17.12.2019
STORMWATER 1. DIRECT MINIMUM OF 50M2 OF ROOF CATCHMENT AREA TO APPROVED 1000L MINIMUM WATERTANK. COLLECTED WATER TO BE PLUMBED BACK TO DWELLING VIA TOILET, HOT WATER HEATER OR ALL LAUNDRY COLD WATER OUTLETS. 2. TANK OVERFLOW SHOULD BE DIRECTED TO SOAKAGE PIT. 3. DIRECT SURFACE RUNOFF TO LANDSCAPE AREAS AND/OR SOAKAGE TRENCH. 4. DP DENOTES MINIMUM 90 UPVC DOWNPIPES UNLESSOTHER WISE STATED FOR PARTICULAR STORM WATER CATCHMENT AREAS. 5. UNDERGROND UPVC PIPEWORK MIN 1:100 FALL, MINIMUM 100mm BELOW GROUND SURFACE, 50mm BELOW UNDERSIDE PAVING AND MINIMUM 450 BELOW UNDERSIDE OF DRIVE WAY PAVING. 6. GUTTERS SHOULD HAVE MINIMUM FALLS TOWARDS OUTLET OF 1 IN 500 IN ACCORDANCE WITH AS2180. 7. CONNECT STORMWATER TO LEGAL POINT OF DISCHARGE TO APPROVAL OF RELEVANT AUTHORITY.
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CONSTRUCTION NOTES 1. ROOF CONTRACTOR SHALL PROVIDE ALL NECESSARY FLASHINGS, CAPPINGS AND OTHER ITEMS REQUIRED TO MAKE THE ROOF WATERTIGHT AND COMPLETE. 2. TREATED PINE HAZARD LEVEL TREATMENT SHALL BE AS FOLLOWS: H1 INSIDE ABOVE GROUND H2 INSIDE ABOVE GROUND H3 FOR OUTDOORS TIMBER ABOVE GROUND LEVEL H4 FOR OUTDOOR TIMBER IN GROUND (PERGOLA, FENCING) H5 FOR SEVERE WET CONDITIONS (HOUSE STUMPS, RETAINING WALLS) H6 MARINE WATER EXPOSURE ALL TREATED PINE MUST BE MINIMUM STRESS GRADED MGP10 3. WHERE POINT LOADS OCCUR DUE TO ROOF TRUSSES OR THE LIKE, A DOUBLE STUD SHALL BE INSTALLED DIRECTLY BENEATH THE CONCENTRATED LOAD. IF THIS OCCURS OVER A LINTEL THEN THE LINTEL SHALL BE RESIZED IN ACCORDANCE WITH AS1684.DESIGNER SHOULD BE ADVISED OF ANY POINT LOADS TO LINTELS OR LOAD BEARING WALLS. 4. ALL TIMBER SIZING, DETAILING, AND SELECTION SPECIFICALLY NOTED SHALL BE IN ACCORDANCE WITH AS1684.2-2010 NATIONAL TIMBER FRAMING CODE. UNLESS DENOTED ON THE PLANS, SPECIFIED TIMBER MEMBERS CANNOT BE SUBSTITUTED UNLESS WRITTEN PERMISSION FROM THE DESIGNER IS OBTAINED. 5. BUILDER/OWNER TO VERIFY WITH TRUSS MANUFACTURER LOCATION OF HOT WATER/AIR CONDITIONING OR SOLAR PANELS TO ALLOW REQUIRED TRUSS STRENGTHENING. 6. IF BUILDING IS IN CORROSION ZONE, ALL METAL COMPONENTS USED FOR STRUCTURAL WORK WHETHER INTERNAL OR EXTERNAL SHALL BE GALVANISED IN ACCORDANCE WITH AS1214, AS1397, AS1650. SEE TABLE 7. ALL MEASUREMENTS ARE TO BE VERIFIED BY BUILDER/OWNER PRIOR TO CONSTRUCTION AND/OR ORDERING COMPONENTS. ANY DISREPENCIES/MISUNDERSTANDINGS TO BE RELAYED TO DESIGNER IMMEDIATELY 8. DENOTES HARDWIRED SMOKE DETECTOR WITH DENOTES HARDWIRED SMOKE DETECTOR WITH BATTERY BACK-UP TO AS3786. IF MORE THAN ONE DETECTOR FITTED THEY MUST BE INTERCONNECTED
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WET AREAS 1. WHERE A FLOOR WASTE IS INSTALLED, THE FLOOR MUST BE CONSTRUCTED SO THAT THE WATER FLOWS TO THE WASTE WITHOUT PONDING. RECOMMENDED RATIO OF FALL WITHIN SHOWERS IS BETWEEN 1:60 AND 1:80. THE RECOMMENDED RATIO OF FALL IN OTHER AREAS IS BETWEEN 1:80 AND 1:100. 2. ALL WET AREAS TO COMPLY WITH AS3740.2004 WATERPROOFING OF WET AREAS AND AS 3500 PLUMBING AND DRAINAGE/DOMESTIC INSTALLATIONS. MUST ALSO COMPLY PART SA 3.8.1.2 AND TABLE 3.8.1.1 OF THE BCA. 3. WHERE NO FLOOR WASTE IS INSTALLED ALL SINKS BATHS AND BASINS ARE TO BE FITTED WITH OVERFLOW PREVENTION DEVICES, SHOWERS TO BE PRE-FORMED BASE WITH REQ FALL
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WINDOW MARK ORIENTATION LEVEL MECHANISM WERS No. GLASS/UV-SHGC
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NORTH
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W10
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UPPER
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NORTH
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WINDOW MARK ORIENTATION LEVEL MECHANISM WERS No. GLASS/UV-SHGC
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ROOF GUTTERS AND FACIA' MONUMENT'
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CLADDING AS JAMES HARDIE STRIA PAINTED DULUX -'QUARTZ GREY'.
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CLADDING AS JAMES HARDIE STRIA PAINTED DULUX -'QUARTZ GREY.'
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CLADDING AS JAMES HARDIE CEMENT SHEET PAINTED DULUX -'QUARTZ GREY'. WITH 70MMWIDE 19MM TH CEMENT SHEET BATTENS WHITE TRIM
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SHUTTERS AS PAINTED 'MONUMENT'
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WINDOWS AND WINDOW LINING AS DULUX-'WHITE ON WHITE'
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ROOF GUTTERS AND FACIA' MONUMENT'
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CLADDING AS JAMES HARDIE BEVEL EDGES STRIA PAINTED DULUX -'QUARTZ GREY'.
AREA 78.92M2
AREA 36.86M2
AREA 49.39M2
AREA 22.07M2
DIRECTION 1 DIRECTION 2
LOWER
UPPER
C Proposed Development GMcK 26.07.2019D Design Changes GMcK 01.08.2019E Issued for Planning Approval GMcK 05.08.2019
lower footing plan1:100
dwg no. rev no.
scale drawn
drawing title
address
project
Total Design & DraftingBUILDING DESIGNERS & MECHANICAL DRAFTSMEN
SETTING OUT OF THE WORK IS THE RESPOSIBILITY OF THE CONTRACTOR.ALL DIMENSIONS TO BE TAKEN FROM THE DRAWING. DO NOT SCALE FROMTHE DRAWING.ANY DISCREPANCIES TO BE REPORTED IMMEDIATELY TO THE DRAFTSMAN.THIS DRAWING SHALL BE READ IN CONJUCTION WITH THESPECIFICATIONS.THESE DRAWINGS ARE COPYRIGHT PROTECTED & MUST NOT BE COPIEDWITHOUT WRITTEN CONSENT FROM TOTAL DESIGN & DRAFTING.
revision description by date
Web : www.totaldesign.com.au
A Issued for internal review GMcK 01.11.2017
17-093-2 4
17-0
93
M & K FOXProposed New Development
11 Wyatt St, Mount Gambier
Framing, Footing & sections
G McKAs Shown
B Reduced size GMcK 13.11.2017
upper floor framing plan1:100
F Issued for Planning Discussion GMcK 29.11.20191 Issued for Approval GMcK 17.12.2019
190x35 MGP10 JOIST @ 450 CRS MAX 2200 SINGLE SPAN 2900 CONT. SPAN
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PREFABRICATED ROOF TRUSSES @1200 CRS. MAX., 30° PITCH. (MATCH EXTG) GENERAL TIE DOWN AS 30x0.8 GALV. LOOPED STRAP.
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140x45 MGP10 @ 300 CRS MAX 2900 SINGLE SPAN
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CONCRETE 1. ALL STRUCTURAL CONCRETE IS TO HAVE MINIMUM COMPRESSION STRENGTH F'C OF 25MPA AT 28 DAYS FROM DATE OF POUR. 2. NEW CONCRETE WORK IS TO COMPLY WITH AS 2870-2011. 3. FOUNDATIONS, EXCAVATIONS, REINFORCEMENTS PLACEMENT ETC IS TO BE INSPECTED AND APPROVED BY RELEVANT AUTHORITY PRIOR TO CONCRETE PLACEMENT. 4. ALL REINFORCEMENT FABRIC IS TO BE LAPPED A MINIMUM OF 225mm IN BOTH DIRECTIONS AND 500mm LAP FOR TRENCH MESH. UNLESS OTHERWISE NOTED. 5. REINFORCEMENT TO HAVE A MINIMUM COVER OF 70mm IN BOTTOM OF TRENCHES. 40mm COVER TOP AND BOTTOM THROUGHOUT. UNLESS OTHERWISE NOTED. 6. STRIP TOP SOIL FROM UNDER STRUCTURAL SLABS, 7. ANY FILL USED SHALL BE AN APPROVED GRANULAR MATERIAL CONTAINING NO PIECES LARGER THAN 75MM. FILL SHALL BE UNIFORMALY COMPACTED IN 150MM LAYERS USING PROPER EQUIPMENT TO AT LEAST 98% RELATIVE DENSITY. 8. ALL PENETRATIONS SHALL BE LAGGED WITH CLOSED CELL POLYTHENE LAGGING. 9. SURFACE DRAINAGE SHALL DRAIN AWAY FROM THE BUILDING A MIN. OF 50MM OVER THE FIRST METRE AND ALL SURFACE WATER TO BE DIRECTED TO SUITABLE DISCHARGE POINT.
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FLOOR SYSTEM GENERALLY AS 100TH. CONC. S.O.G. SYSTEM, F72 FABRIC, 30 COVER, 0.2 FORTECON OR SIMILAR UNDER, TO COMPACTED SAND FILL.
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3/2000L N12 BARS TO RE-ENTRANT CORNERS.
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50mm SLAB SET-DOWN TO WET AREAS.
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NOTE: ASSESSED CLASS 'S-P' SITE. TONKIN 20192040
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TERMITE TREATMENT/BARRIER SYSTEM TO BE APPLIED TO FLOOR AND FOUNDATION AREAS T/OUT, IN ACCORDANCE WITH AS.3660.1 2014. TERMITE MANAGEMENT SYSTEM MUST APPLY TO ALL PRIMARY BUILDING ELEMENTS OF THE BUILDING DESIGNED SPECIFICALLY TO TAKE PART OF THE BUILDING LOADS AND INCLUDE ROOF, CEILING, FLOOR, STAIRWAY OR RAMP AND WALL FRAMING MEMBERS INCLUDING BRACING MEMBERS DESIGNED FOR THE PURPOSE OF ACTING AS A BRACE TO THOSE MEMBERS.
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DASHED LINE DENOTES 350W.x300D. CONC. INTERNAL & EXTERNAL BEAMS. 3-8TM TOP &BOT.(OR 2-N12) R8 LIGATURES @ 1000 CRS MAX
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BARRIER TYPE - PHYSICAL. + ALL STRUCTURAL ELEMENTS TO BE MINIMUM H2 TREATED. + ALL ON-SITE ALTERED ELEMENTS TO BE TREATED TO MANUFACTURERS SPECIFICATIONS. SUCH TREATMENT SPECS, TO BE SUPPLIED BY FRAMING MANUFACTURER. + MINIMUM 75MM FROM GROUND LEVEL TO DAMPCOURSE TO REMAIN EXPOSED FOR TERMITE DETECTION.
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300 x800D UN-REINFORCED CONCRETEPAD FOOTING FOR CARPORT POSTS
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300 x600D UN-REINFORCED CONCRETEPAD FOOTING FOR VERANDAH POSTS
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300 x400D UN-REINFORCED CONCRETE PADFOOTING FOR VERANDAH DECK STUMPS
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CLASSIFIED AS 'S-P' DUE TO PRESENCE OF UNCONTROLLED FILL. SITE CAN BE CLASSIFIED AS 'S' PROVIDED ALL UNCONTROLLED FILL ENCOUNTERED IS STRIPPED AND REMOVED
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POST
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TIMBER FRAME WALLING TO AS1684.2 GENERALLY AS 90 x 35 MGP10 STUDS @ 450 CRS. MAX TO EXTERNAL WALLS & WET AREAS & 600CRS MAX TO ALL OTHER INTERNAL WALLS. 2/90 x 35 TOP & 90 x 35 BOTTOM PLATE 10mm FLUSH PLASTERBOARD LINING (6mm VILLABOARD TO WET AREAS). ALL TRIM TO SELECTION. REFLECTIVE FOIL SARKING TO EXTERNAL FACE.
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ALL WINDOWS/DOORS TO SELECTION TO SCHEDULE.
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FLOOR SYSTEM GENERALLY AS 100TH. CONC. S.O.G. SYSTEM, SL72 FABRIC, 30 COVER, 0.2 FORTECON OR SIMILAR UNDER, TO COMPACTED SAND FILL.
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300 x600D UN-REINFORCED CONCRETEPAD FOOTING FOR VERANDAH POSTS
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90x90 MGP10 T.P. POSTS
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VAPOR PERMEABLE FABRIC BUILDING WRAP WITH 150MM OVERLAP AND FULL LENGTH TAPING DOWN TO AND OVER LAPPING 0.5 VISCOURSE HEAD FLASHING TO CONCRETE FLOOR.
FLUSH 10mm PLASTERBOARD CEILING LINING TO U/SIDE 24mm 'RONDO'TOP HAT CEILING BATTENS(OR SIMILAR) @ 600 CRS MAX. ALL TRIM TO SELECTION.
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350W.x300D. CONC. INTERNAL & EXTERNAL BEAMS. 3-8TM TOP &BOT.(OR 2-N12) R8 LIGATURES @ 1000 CRS MAX
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TIMBER FRAME WALLING TO AS1684.2 GENERALLY AS 90 x 35 MGP10 STUDS @ 450 CRS. MAX TO EXTERNAL WALLS & WET AREAS & 600CRS MAX TO ALL OTHER INTERNAL WALLS. 2/90 x 35 TOP & 90 x 35 BOTTOM PLATE 10mm FLUSH PLASTERBOARD LINING (6mm VILLABOARD TO WET AREAS). ALL TRIM TO SELECTION. REFLECTIVE FOIL SARKING TO EXTERNAL FACE.
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PREFABRICATED ROOF TRUSSES @1200 CRS. MAX., 15° PITCH. (MATCH EXTG) GENERAL TIE DOWN AS 30x0.8 GALV. LOOPED STRAP.
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MONUMENT COLORBOND 'CUSTOM ORB' (AM125) ROOF SHEETING TO AS1397 T/OUT SAME CAPPING / FLASHING.
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MONUMENT COLOURED 'D' COLORBOND GUTTER SYSTEM TO 190x30 T.P. FASCIA. PAINT FINISH.
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GENERAL ROOF PURLINS AS 45x90 MGP10 @ 900 MAX END CRS.
FULL EXTENT OF PREFABRICATED ROOF TRUSSES TO MANUFACTURERS SPECIFICATION TO CATER FOR C/BOND ROOF
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FULL EXTENT OF PREFABRICATED ROOF TRUSSES TO MANUFACTURERS SPECIFICATION TO CATER FOR C/BOND ROOF
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FULL EXTENT OF PREFABRICATED ROOF TRUSSES TO MANUFACTURERS SPECIFICATION TO CATER FOR C/BOND ROOF
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190x45 MGP10 VERANDAH BEAM
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140x35 MGP10 VERANDAH BEAM
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120x35 MGP10 VERANDAH RAFTERS @ 1200 CRS MAX.
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1.8/pcb/5.40
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4.2/OS'b#3/25.20
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2.4/pcb/7.20
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FULL EXTENT OF PREFABRICATED ROOF TRUSSES TO MANUFACTURERS SPECIFICATION TO CATER FOR C/BOND ROOF
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SPECIFIC FIXINGS WIND CLASSIFICATION: N2 MAX RLW-6895 MAX ULW-6100 BRACING WALLS (6kN MAX) (INTERNAL) BOTTOM BRACING WALLS - REQ 6 kN REFT8.24 (g) LOXIN FIX TO MANUF.DETAILS END BRACING WALLS - REQ 6 kN REFT 8.22(k) 2/30x0.8GI STRAPS, 6/2.8DIA NAILS EA END TOP OF WALLS - REQ 6kN REFT8.22 (b) 2/M12 BOLTS GENERAL FIXINGS BATTENS TO TRUSSES - 1200 CRS, REQ.2.0kN, REFT9.25(d) 1/75mm N14T17 SCREW LINTELS TO WALLS- 1650 MAX, REQ.4.9kN, REFT9.20(a) 4 NAILS EACH END 1/30x0.8 GALV. STRAP. M10 BOLT TO SLAB/FLOOR FRAME LINTELS TO WALLS- 2350 MAX, REQ.6.9kN, REFT9.20(a) 6 NAILS EACH END 1/30x0.8 GALV. STRAP. M10 BOLT TO SLAB/FLOOR FRAME LINTELS TO WALLS- 3350 MAX, REQ.9.8kN, REFT9.20(b) 4 NAILS EACH END 2/30x0.8 GALV. STRAP. M12 BOLT TO SLAB/FLOOR FRAME LINTELS TO WALLS- 4900 MAX, REQ.14kN, REFT9.20(b) 6 NAILS EACH END 2/30x0.8 GALV. STRAP. M12 BOLT TO SLAB/FLOOR FRAME TRUSSES TO WALL- 1200 CRS., REQ.3.5kN, REFT9.21(d) 30x0.8 LOOPED GALV STRAP, 3/2.8DIA. NAILS EA END PLATES TO STUDS - FIX 450 CRS. REQ 1.5kN REFT9.19(d)30x0.8 GI STRAP 2/2.8DIA. NAILS EA END BOTTOM PLATE TO FLOOR - FIX 1200 CRS. REQ 2.0 kN - REFT9.18(e) LOXIN FIXED TO MANUF. DETAILS BOTTOM PLATE TO FLOOR - FIX 1200 CRS. REQ 2.0 kN - REFT9.18(b) M10 CUP HEAD BOLT VERANDAH BEAM TO POST- REQ CRS. REQ.2kN, REFT9.20(i) 1/M12 BOLTS CARPORT BEAM TO POST- REQ CRS. REQ.4kN, REFT9.20(i) 2/M12 BOLTS FLOOR JOIST TO WALL PLATE - FIX 450 CRS MAX, REQ1.50 kN REFER TO MANUF. DETAILS NOTE: ALL TIMBER AS JD5 MIN. ALL REFERRED TO AS 1684.2-2010 RESIDENTIAL TIMBER FRAMED CONSTRUCTION FIXING DETAILS FOR EXTERNAL WALL JUNCTION. BRACING. REFER TO DETAIL.
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WIND BRACING WIND CLASSIFICATIONS N2 WIND DIRECTION 1 UPPER LEVEL AREA -36.86 M2 x 0.73 = 26.91 ACHIEVED - 28.28 =105% WIND DIRECTION 2 UPPER LEVEL AREA - 22.07 M2 x 0.92 = 20.31 ACHIEVED - 21.60 = 106% WIND DIRECTION 1 LOWER LEVEL AREA - 78.92 M2 x 0.79 = 62.35 ACHIEVED - 66.40 = 106% WIND DIRECTION 2 LOWER LEVEL AREA - 49.39 M2 x 0.92 = 45.44 ACHIEVED - 43.20 = 95% STRUCTURAL BRACING ALLOW SHOWN ABOVE NOMINAL SHEET BRACING TO ACHIEVE SHORTFALL TO 100% REFER PLAN FOR BRACING UNITS TYPE AND LOCATION
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BRACING LEGEND
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METRES BRACED /PRYDA CROSS BRACING @ 3.00 BRACING CAPACITY PER METRE / TOTAL BRACING CAPACITY
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METRES BRACED / PRYDA OS' BRACE TYPE #3 @ 6.00 BRACING CAPACITY PER METRE / TOTAL BRACING CAPACITY
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1.8/pcb/5.40
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.9/OS'b#3/5.40
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METRES BRACED / PRYDA OS' BRACE TYPE #4 @ 2.20 BRACING CAPACITY PER METRE / TOTAL BRACING CAPACITY
SETTING OUT OF THE WORK IS THE RESPOSIBILITY OF THE CONTRACTOR.ALL DIMENSIONS TO BE TAKEN FROM THE DRAWING. DO NOT SCALE FROMTHE DRAWING.ANY DISCREPANCIES TO BE REPORTED IMMEDIATELY TO THE DRAFTSMAN.THIS DRAWING SHALL BE READ IN CONJUCTION WITH THESPECIFICATIONS.THESE DRAWINGS ARE COPYRIGHT PROTECTED & MUST NOT BE COPIEDWITHOUT WRITTEN CONSENT FROM TOTAL DESIGN & DRAFTING.
revision description by date
Web : www.totaldesign.com.au
A Issued for internal review GMcK 01.11.2017
17-093-3 4
17-0
93
M & K FOXProposed New Development
11 Wyatt St, Mount Gambier
Details, energy Eff. & notes
G McKAs Shown
B Reduced size GMcK 13.11.2017
F Issued for Planning Discussion GMcK 29.11.20191 Issued for Approval GMcK 17.12.2019
WATER HEATER INSTALLED SHOULD BE A SOLAR OR HEAT PUMP SYSTEM TO BCA 3.12.5.6 OR MIN 5 STAR GAS HOT WATER SYSTEM, INSTALLED IN ACCORDANCE WITH SECT 8 AS/NZS 3500:4 OR AS/NZS 3500:5 (3.38). STORAGE HOT WATER SERVICES SHALL BE PROVIDED WITH INSULATION TO INLET AND OUTLET PIPES FOR A MIN 500mm IN EACH DIRECTION. PIPE WORK INTERNAL SHALL HAVE A MIN OF R0.45. EXTERIOR TO HAVE R.O6 INSULATION, A HEAT TRAP IN ACCORDANCE WITH AS 3500:5 (3.38.3) SHALL BE INSTALLED AT THE OUTLET OF THE HOT WATER SERVICE.
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WATER HEATER:
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NIL
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WALLS - EXTERNAL- TIMBER FRAME STRIA CLADDING.
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ROOF - TIMBER FRAME - METAL CLADDING
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BUILDING ELEMENTS TYPE & ADDED INSULATION R- VALUE
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R2.7 BULK INSULATION
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R4.1 BULK INSULATION
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MINIMUM OF 50M2 OF ROOF CATCHMENT AREA SHALL BE COLLECTED AND STORED IN AN APPROVED 1000 LITRE MINIMUM, RAIN WATER TANK. THIS TANK SHALL BE PLUMBED BACK TO THE DWELLING FOR USE IN EITHER A TOILET , A HOT WATER HEATER OR ALL LAUNDRY COLD WATER OUTLETS. A MOSQUITO PROOF, NON DEGRADABLE SCREEN TO BE INSTALLED TO PROTECT WATER QUALITY. OVERFLOW TO BE PLUMBED TO STREET OR SOAKAGE PIT TO COUNCIL REQUIREMENT.
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RAIN WATER TANK:
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BOTH NATURAL AND ARTIFICIAL LIGHTING TO COMPLY TO BCA. 3.8.4 AND AS/NZS 1680.0 B.C.A. 3.12.5.5 - ILLUMINATION POWER DENSITY MUST NOT EXCEED 5 W/M2 IN CLASS 1 BUILDING AND 4 W/M2 FOR BALCONY OR VERANDAH ATTACHED TO CLASS 1 BUILDING. 3 W/M2 TO CLASS 10 BUILDINGS ANY DOWN LIGHTS REFERRED TO SHALL BE PEIRLITE STARBURST ECO 8W OR SIMILAR. TO BE FITTED WITH PROPRIETRY TYPE COVER. MAINTAIN SAFE DISTANCE TO INSULATION
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LIGHTING:
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BOTH NATURAL AND MECHANICAL VENTILATION IN ACCORDANCE TO BCA. 3.8.5 & 3.12.4
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VENTILATION:
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ROOF COLOUR - DARK
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R1.5 BULK INSULATION
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ALL WINDOWS / DOORS AS SPECIFIED IN SCHEDULE. ALL MATCHING FLY SCREENS TO OPENING SASHES. ALL EXTERNAL OPENING DOORS / WINDOWS TO BE WEATHERSEALED. GENERALLY ALL INTERNAL DOORS AS 2040x820 TO SELECTION. ALL EXTERNAL DOORS SHALL HAVE COMPLETE DOOR DRAUGHT SEALS FITTED.
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DOORS/WINDOWS:
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PENETRATIONS:
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TIMBER FRAME INT.
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HEATING & COOLING DUCT WORK MUST ACHIEVE THE MATERIAL R1.0 VALUE UNDER ENCLOSED SUSPENDED FLOORS AND IN ROOF SPACES R1.5 UNDER UN-ENCLOSED SUSPENDED FLOORS AND EXTERNAL TO BUILDING. AND MUST BE SEALED AGAINST AIR LOSS IN ACCORDANCE WITH AS 4254. MECHANICAL VENTILATION AND AIR CONDITIONING TO BE IN ACCORDANCE WITH AS 1668.
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HEATING & COOLING:
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FLOOR COVERING ROOM KITCHEN VINYL VINYL
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THESE PLANS TO BE READ IN CONJUNCTION WITH SUPPLIED FIRSTRATE 5 ASSESSMENT
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GENERAL WALL COLOUR.-MEDIUM
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FLOOR COVERING - REFER SCHEDULE
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ALL EXHAUST FANS TO BE FITTED WITH SELF CLOSING DAMPERS. ANY SKYLIGHT TO BE WEATHER SEALED PLUS FITTED WITH AN IMPERFORATE CEILING DEFUSER AT CEILING LEVEL AS PER BCA 3.12.3.2
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BED 1 CARPET WITH RUBBER UNDERLAY CARPET WITH RUBBER UNDERLAY
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THE PROPOSED EXTENSION/DWELLING HAS BEEN ASSESSED USING FIRSTRATE5, WHICH IS A SOFTWARE PACKAGE THAT IS USED TO RATE THE COMPLIANCE OF RESIDENTIAL DWELLINGS WITH THE MINIMUM BUILDING FABRIC ENERGY EFFICIENCY REQUIRED BY THE NATIONAL CONSTRUCTION CODE OF AUSTRALIA (NCC)
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FLOOR - TIMBER FRAME (UPPER)
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R4.1 BULK INSULATION
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BED 2 CARPET WITH RUBBER UNDERLAY CARPET WITH RUBBER UNDERLAY
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MEALS VINYL VINYL
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BATH TILE TILE
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LIVING VINYL VINYL
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PASSAGE VINYL VINYL
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BATH UPPER TILE TILE
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PASSAGE UPPER VINYL VINYL
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MIN REFLECTIVE AIR SPACE 20 MM BELOW SARKING AND CEILING LINING
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R4.1 INSULATION BETWEEN CEILING JOISTS
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SELECTED METAL COLOR BOND ROOFING
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10MM PLASTERBOARD
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R2.7 BULK INSULATION CLOSE FITTING BETWEEN STUDS
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JAMES HARDIE STRIA EXTERNAL CLADDING.
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10MM CEILING LINING
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INSULATION TO OVERLAP EXTERNAL WALL MIN 50MM
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REFLECTIVE FOIL SARKING TO EXTERNASL SIDE OF TIMBER FRAME
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R4.1 INSULATION BETWEEN FLOOR JOISTS
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45 x 90 ROOF PURLIN TO RAFTER
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45 x 90 mm ROOF PURLIN
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No 14 TYPE 17 SCREW AS PER TABLE.
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2/M12 BOLTS
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POST
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BEAM
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BEAM TO POST
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1/M12 BOLTS
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POST
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BEAM
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BEAM TO POST
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M10 BOLT
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BEARER OR UNDERBATTEN
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BOTTOM PLATE TO FLOOR JOIST
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INTERNAL BRACING WALL
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EXTERNAL WALL
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2/30x0.8 G.I. STRAPS, 6/2.8DIA NAILS
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BRACING WALL / EXTERNAL WALL JUNCTION
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LINTEL
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BOLT OR STRAP
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30x0.8 GALVANISED STRAP, 6/90x3.33 NAILS EACH END.
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SOLID NOGGING
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LINTEL TREATMENT (a)
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M10 BOLT TO SLAB / FLOOR FRAME
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BOLT OR STRAP
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LINTEL
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SOLID NOGGING
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30x0.8 GALVANISED STRAP, 6/90x3.33 NAILS EACH END.
CONCRETE FOOTING AS SPECIFIED IN FOOTING PLAN WITH CAMBER FINISH TO TOP
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POST SUPPORT
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30x0.8 GALVANISED STRAP LOOPED, 4/2.8DIA. NAILS
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RAFTER / TRUSS TO TOP PLATE
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TRUSS OR RAFTER
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WALL FRAME
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STUDS TO PLATES
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30x0.8 G.I STRAP 2.8 DIA NAILS EACH END AS NOTED.
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NOTE: a= 100mm OR LONGER TO PREVENT SPLITTING FOR NUMBER OF NAILS USED.
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IMPERVIOUS BENCHTOP FINISH
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GASKET OR FLEXIBLE SEALANT
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LEDGER
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TO SINK
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BENCH TOP
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IMPERVIOUS FINISH MIN. 150 A.B.L.
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FLEXIBLE SEALANT
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WATER RESISTANT LINING
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TIMBER STUD
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BATH
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TRIMMER AS REQ'D
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BATH JUNCTION- 100mm PLINTH
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WATER RESISTANT LINING
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FLEXIBLE SEALANT
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IMPERVIOUS FINISH 150 MIN. A.B.L.
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BATH JUNCTION
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TRIMMER
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BATH
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FLEXIBLE SEALANT
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IMPERVIOUS FINISH 150 MIN. A.B.L.
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WATER RESISTANT LINING
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TIMBER STUD
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STEEL ANGLE
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GROUT BUILD-UP TO CONC.
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WASTE PIPE
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DRAIN SLOTS
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TURN MEMBRANE DOWN INTO FLANGE
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SET DOWN TO REQ'D FALL
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SHOWER FLOOR
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WATERPROOF MEMBRANE
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SHOWER WASTE
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TIMBER STUD
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WATER RESISTANT LINING
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IMPERVIOUS FINISH 1800 A.F.L.
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FLEXIBLE SEALANT
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DRAINAGE FLANGE
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TYPICAL PLUMBING PENETRATION
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CERAMIC TILE
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6 MM VILLABOARD (OR SIMILAR COMPRESSED WET AREA SHEETING)
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TAP BODY
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FLEXIBLE WET AREA SEALANT
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WALL STUD
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BATTEN
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18
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18
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06
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18
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18
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06
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18
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18
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15
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10
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15
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18
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15
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10
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15
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18
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ALL OTHER AREAS
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- TIES MANUFACTURED FROM GALVANISED SHEET STEEL Z600. -SHEET METAL TIES GALVANISED AFTER MANUFACTURE @ 300 G/M2 ON EA SIDE. 2 ON EA SIDE. ON EA SIDE.
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- SHEET STEEL TIES GALVANISED AFTER MANUFACTURE @ 470 G/M2 ON 2 ON ON EACH SIDE. - GALVANISED WIRE TIES @ 470 G/M2 COATING MASS.2 COATING MASS.COATING MASS.
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1 kM OR MORE BUT LESS THAN 10 kM FROM BREAKING SURF; OR 100 M OR MORE BUT LESS THAN 1 kM FROM SALT WATER NOT SUBJECT TO BREAKING SURF.
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- GRADE 316 OR 316L STAINLESS STEEL. - ENGINEERED POLYMER
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LESS THAN 1 kM FROM BREAKING SURF; OR LESS THAN 100M FROM SALT WATER NOT SUBJECT TO BREAKING SURF; OR WITHIN HEAVY INDUSTRIAL AREAS.
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TIE SPECIFICATIONS
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EXPOSURE CONDITIONS
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CORROSION PROTECTION FOR ALL TIES
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THESE PLANS ARE TO BE READ IN CONJUNCTION WITH ENGINEERS SPECIFICATION - TONKIN ENGINEERING REF NO. 20192040. IF AN DISCREPANCIES OCCUR BETWEEN ENGINEERING AND ARCHITECTURAL DRAWINGS ENGINEERING DRAWINGS TAKE PRECEDENCE. PLEASE NOTIFY TD&D ON DISCREPANCIES.
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BEARER TO TIMBER STUMP/POST
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4/75x3.33 MM OR 5/75x3.05MM MACHINE DRIVEN NAILS PLUS 1/30x0.8MM GI STRAP OVER BEARER AND FIXED BOTH ENDS TO STUMP WITH 4/2.8MM DIA EA END: OR 1/M10 BOLT THROUGH BEARER HALVED TO STUMP: OR 1M12 CRANKED BOLT FIXED VERTICALLY THROUGH BEARER AND BOLTED TO STUMP PLUS 4/75x3.33MM OR 5/75x3.05MM MACHINE DRIVEN NAILS
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JOINT
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MINIMUM FIXING FOR EACH JOINT
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BEARER TO MASONRY COLUMN/WALL/PIER (EXCLUDING MASONRY VENEER CONSTRUCTION)
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1/M10 BOLT OR 1/50x4MM MILD STEEL BAR FIXED TO BEARER WITH M10 BOLT AND CAST INTO MASONRY (TO FOOTING)
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BEARER TO SUPPORTS (MASONRY VENEER CONSTRUCTION)
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NO REQUIREMENT
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BEARER TO CONCRETE STUMP/POST
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1/6MM DIA ROD CAST INTO STUMP, VERTICALLY THROUGH BEARER AND BENT OVER
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BEARER TO STEEL POST
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1/M10 COACH SCREW OR BOLT
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FLOOR JOIST TO BEARER
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2/75x3.05 DIA NAILS
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PLATES TO STUDS AND PLATES TO RING BEAMS AT 600 CRS MAX.
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PLATES UP TO 38MM THICK - 2/75x3.05MM NAILS THROUGH PLATE: PLATES 38 TO 50MM THICK - 2/90x3.05MM NAILS THROUGH PLATE: OR 2/75x3.05MM NAILS SKEWED THROUGH STUD INTO PLATE
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NOGGINGS TO STUD
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2/75x3.05MM NAILS SKEWED OR THROUGH NAILED
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TIMBER BRACES TO STUD OR PLATES/RING BEAMS
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2/50x2.80MM NAILS AT EA JOINT
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LINTEL TO JAMB STUD
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2/75x3.05MM NAILS AT EA JOINT
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BOTTOM PLATES TO JOIST
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2/3.2.80MM NAILS AT 600 CRS MAX
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NON LOAD BEARING AND NON BRACING WALLS
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OTHER WALLS
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PLATES UP TO 38MM THICK - 2/75x3.05MM NAILS @ 600 CRS MAX PLATES 38 TO 50MM THICK - 2/90x3.05MM NAILS @ 600 CRS MAX
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BOTTOM PLATE TO CONCRETE SLAB
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1/75MM MASONRY NAIL (HAND DRIVEN AT SLAB EDGE), SCREW OR BOLT AT NOT MORE THAN 1200 CRS
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RIBBON PLATE TO TOP PLATE
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REFER TO CLAUSE 2.5 AND CLAUSE 9.2.8 (AS 1684.2)
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MULTIPLE STUDS
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1/75x3.05MM NAIL AT 600 CRS MAX
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POST TO BEARER OR JOISTS
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1/M12 OR 2/M10 BOLTS(UNLESS OTHERWISE SPECIFIED
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ROOF TRUSSES TO TOP PLATES/RING BEAM
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SEE CLAUSE 1.12 (AS1684.2) OR ONE FRAMING NACHOR WITH 3 NAILS EA LEG: OR 1/30x0.8 MM GI STRAP OVER TRUSS WITH STRAP ENDS FIXED TO PLATE WITH 3/2.80MM DIA NAILS PLUS 2/75 MM SKEW NAILS
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STANDARD TRUSSES
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GIRDER TRUSSES
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IN ACCORDANCE WITH CLAUSE 9.6.4 (AS1684.2)
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ROOF TO TOP PLATES/RING BEAM
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2/75MM SKEW NAILS PLUS, WHERE ADJOINING A CEILINGJOIST OF- 38MM THICK - 2/75MM NAILS: OR 50MM THICK - 2/90MM NAILS, FIXING JOIST TO RAFTER
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COUPLED ROOFS
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NON-COUPLED ROOFS
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2/75MM SKEW NAILS
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2/75MM SKEW NAILS
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RAFTER TO RIDGE
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2/75MM SKEW NAILS
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CEILING JOIST TO TOP PLATE
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IN COUPLED ROOF CONSTRUCTION, 1/75 HAND DRIVEN NAIL: OR 2/75x3.05MM MACHINE DRIVEN NAILS
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CEILING JOIST TO RAFTER
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1/M10 BOLT FOR TIES OVER 4.2 METRES OR 3/75MM NAILS FOR TIES UP TO 4.2 METRES LONG
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COLLAR TIES TO RAFTERS
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1/M12 OR 2/M10 BOLTS UNLESS OTHERWISE SPECIFIED FOR TIE DOWN
ONE GANG LIGHT SWITCH MOUNTED NOMINALLY 1100 ABOVE FFL - WHITE
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PHONE OUTLET - WHITE
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EXTERNAL WEATHER PROOF. SURFACE (WALL) MOUNT
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3 IN 1 HEAT, EXHAUST, LIGHT
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TELEVISION OUTLET - WHITE
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ELECTRICAL CABLE
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HARDWIRED SMOKE DETECTOR WITH BATTERY BACK-UP TO AS3786
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15W RECESSED LED DOWNLIGHT WITH MANUFACTURES FIRE PROOF COVER
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VARIABLE SPEED CEILING FAN
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CSR 555 60/60/60 FIRE WALL 1 LAYER OF 16MM FYRCHEK PLASTERBOARD 2 ROW 90x35 MGP10 TIMBER STUDS @ 450 CRS NOGGINGS @ 1200 CRS MAX 20MM GAP MIN BETWEEN TIMBER FRAMES NO CONNECTION BETWEEN WALLS 1 LAYER 16MM FYRCHEK PLASTERBOARD
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MINERAL FIBRE OR OTHER SUITABLE FIRE -RESISTANT MATERIAL TO FILL GAPS NO PENETRATIONS THRU FYRCHEC PLASTERBOARD
Aston Newman Timbers ABN:Date: 04-08-20209 Tolmie Street, Mt Gambier, SA 5290, Ph (08) 8725 9500, Fax (08) 8725 7471
BC restraints: Battens at 600 mm crsStandard truss spacing: 1200 mm
Standard roof pitch: 30.00 deg.Ult. design wind speed: 37.4 m/s User edited
Max. eaves height: 3 mMax. ridge height: 6 m
Int pressure coeff. up: 0.2Overhang Condition: No fascia
Note : Where relevant, a structural fascia beam is required at all hip and dutch hip corners to support the short creeper/rafter overhangs, as shown in AS4440-2004
Note: This statement must be read in conjuction with the truss layout and detail sheets.Note: Some trusses in this job support ceiling materials that are different to this nominal data (see individual truss detail sheets).Note: The Structural Timber products supplied in this building stores approximately '350' kg of carbon.
Compliance:The truss designs for this job have been determined using computer software provided by Pryda Australia, using sound and widely accepted engineering principles. In particular, loadings and designs are performed in accordance with the Standards adopted by primary reference in the National Construction Code (NCC 2019), Part A4.0 and Schedule 4 of Volume One and Two.
In addition, the following secondary referenced Australian Standards also apply:
AS 1649-2001 Timber - Methods of test for mechanical fasteners and connectors - Basic working loads and characteristic strengths
The software used in the preparation of these designs complies with the requirements in the ABCB "Protocol for Structural Software" (Version 2011.2), where applicable. A copy of the Compliance Document referenced therein is held at the Pryda office in Melbourne, Australia, and is available for examination by approval authorities and other building practitioners if required.
The person signing this Statement has been trained in the use of this software (Training certificate ID: PB4R100097 ).
All trusses shall be manufactured in accordance with the fabrication specifications provided by Pryda, and installed, connected and braced in accordance with the recommendations given in - : AS4440:2004 "Installation of nailplated timber roof trusses" and any other supplementary details that may be provided, such as the Pryda Installation Guides.
All truss designs and their connections have been designed using Pryda design software. Additional items such as roof/ceiling plane bracing, special notes, supplementary timber, etc., which may be shown on the plan drawings are the responsibility of others.
Aston Newman Timbers ABN:Date: 04-08-20209 Tolmie Street, Mt Gambier, SA 5290, Ph (08) 8725 9500, Fax (08) 8725 7471
Ver 4.5.1
Producer Statement Job Ref: 221-015-C
Note 1: All timber framing nails are machine-driven, glue coated, or annular/helical deformed shank.Use specified fixings with Pryda connectors as noted.
Tie-downs to walls/beams:
Trusses need to be fixed at each timber support with 2/75x3.0 dia Skew Nails unless a Pryda Screw is used.
All additional tie-downs are as follows:
Support TrussTrussMark
SupNo.Distance Jt Grp Width Jt Grp Uplift (kN)Fixing Fixing Details
QHS6 Cyclone strap 600 2 10/35x3.15d nails 1/35x3.15d nails
WM8150PS M8 x 150mm Pryda Screw 20 Refer to Tie-downs to walls/beams for fixing details.
WM8200PS M8 x 200mm Pryda Screw 16 Refer to Tie-downs to walls/beams for fixing details.
Page: 3
Page 3 of 3
Truss Connections
- Trusses need to be fixed at each timber support with
2/75x3.0 dia Skew Nails unless a Pryda Screw is used.
Bottom Chord
20 x 1/WM8150PS M8 x 150mm Pryda Screw ([Embedment (mm): 47])
32 x 1/MG Multigrip (6/35x3.15d nails, 4/35x3.15d nails)
2 x 1/QHS6 Cyclone strap 600 (10/35x3.15d nails, 1/35x3.15d nails)
8 x 1/FB3590 Joist hanger (4/12g-11x35 screws, 2/12g-11x35 screws)
16 x 1/WM8200PS M8 x 200mm Pryda Screw ([Embedment (mm): 70])
Top Chord
12 x 1/MG Multigrip (6/35x3.15d nails, 4/35x3.15d nails) C2
C1
C2
C1
C2
C1
C2
C1 J1 J1J5 J5
J1J1 J5J5
M1
M1
M1
M1
M1
M1
M1
M1
C1 C1
C2 C2
C1C1
C2C2
H1 H1
H1H1
TG1
TG1S1
S2
S3
S3
S3
S1
S2
S3
S3
S3
MV
1
MV
2
MV
3
MV
1
MV
2
MV
3
Building Classification:Design Wind Velocity: 37.40 m/s (Ult.)Roof Pitch: 30.00 Deg. degreesTruss Spacing: 1200 mm
Top Chord Restraint Spacing:
Ceiling Material & Fixing Method:
Fascia Type:Eave Type:Detailer:Signature:
Gavin Thomson
Bottom Chord Restraint Type & Spacing:
Default Support Bearing Width: 90mm u.n.o-Trusses supported by beams/lintels etc.. willadopt the beam width for bearing design-Refer to producer's statement for full report
Roof Material: Sheet steel (0.48mm)
Roof Bracing - Speedbrace
CustomerSite Address
: MICHAEL FOX
: M & K Fox
: 11 Wyatt Street
All nailplated timber roof trusses are to be handled, erected, braced & fixed to the supporting structure as per "Pryda InstallationGuidelines for Timber Roof Trusses" and in conjunction with Aut.Std AS4440.2004 "Installation of Nailplated Timber Trusses".Unless specifically noted on this layout, trusses have not been designed to support additional loads from mechanical services,solar hot water units, roof guard rail systems or fall arrest/roof anchor systems.Trusses must not be cut, notched, altered or rectified on site without the express permission from the truss designer.
Trusses H2 TreatmentAll structural members comply with AS3660.1.2014 at the time of delivery.Builder to ensure any alterations done to wall frames on site are treatedwith the touch up treatment supplied with wall frames and trusses
Staple ROOF INFORMATION LABEL to roof framingadjacent to the access point to a roof frame.
Diagonal Speedbace Roof Bracing is an indication only.Roof Bracing to be Designed & Fixed as per "InstallationGuidelines for Timber Roof Trusses" and as such, shouldbe read in conjunction with Australian Standard AS4440-2004"Installation of Nailplated Timber Trusses".
Roof Trusses to be Handled, Erected, Braced and Fixedto the supporting structure in accordance with the"Installation Guidelines for Timber Roof Trusses" and assuch, should be read in conjunction with Australian StandardAS4440-2004 "Installation of Nailplated Timber Trusses".
PLEASE NOTE THAT ALL MULTIGRIPS ( 3.2 kn UPLIFT CAPACITY )CAN BE EXCHANGED FOR A SDWC15600 ( 152mm SCREW 6knUPLIFT CAPACITY ) FOR MORE INFORMATION & INSTALLATIONGUIDE PLEASE SEE SDWS TRUSS SACREW INFORMATION SHEET
GABLE END TRIMMING AS PERAS 4440-2004 FIGURE 6.5AND AS 1684.2 FUIGURE 2.7
As per the code; all gable ends where the verge overhangis greater than 300mm, outriggers are required.
GABLE END TRIMMING AS PERAS 4440-2004 FIGURE 6.5AND AS 1684.2 FUIGURE 2.7
Block infill ( min of 70 x 35 P10 ) to where the valley truss iscantilevered more then 450mm or where the vally truss is notsupported by two truss top chords, fixing to the valley trussbottom chord with 2/ 65mm nails, and to each supporting trusstop chord with 2/ 65mm nails. please refer to the AS-4440
As trusses are erected, they must be braced longitudinally.Bottom Chord temp brace to be min 70x35F5 at 3500mm max.ctr's and not required for creepers, jacks and hips up to a 3600mmstation.Top Chord temp brace to be min 70x35F5 at each panel point.
Aston Newman Timbers TRUSS DETAILS (DESIGN)9 Tolmie Street, Mt Gambier, SA 5290, Ph (08) 8725 9500, Fax (08) 8725 7471 Ver 4.5.1.19
Job Ref: 221-015-C Truss Reference : S1 (Single Truss) Date created: 04 Aug 2020Page No: 1
Truss type: Standard No. plies : 1x35mm Design spacing : 1183mm No. of : 2 Building type: Residential D/Gable Station : 0mm
Building Standard : NCC-2019 Structural Category : 1 CPA: 8.52
Notes1. Deflection = permanent load deflection including creep
(negative = downward movement).2. Overhang condition: No fascia.3. Refer to Pryda Installation Guide for full bracing details.4. Refer to layout for overall truss bracing.5. Truss close to gable end: YES
Major supports and factored reactions
Joint Type Width Perm. Max. down (LC) Uplift Tie-down Connector1 Wall Ext 90 0.2 kN 2.3 kN (Gc+Qp) -0.2 kN 2/75x3.0 dia Skew Nails -15 Wall Ext 90 0.2 kN 2.3 kN (Gc+Qp) -0.1 kN 2/75x3.0 dia Skew Nails -3 Wall Int 70 0.1 kN 1.5 kN (Gc+Qj) -0.5 kN 2/75x3.0 dia Skew Nails -4 Wall Int 70 0.2 kN 1.5 kN (Gc+Qj) -0.6 kN 1/MG -5 Wall Int 70 0.2 kN 1.5 kN (Gc+Qj) -0.6 kN 1/MG -6 Wall Int 70 0.2 kN 1.5 kN (Gc+Qj) -0.6 kN 1/MG -7 Wall Int 70 0.2 kN 1.5 kN (Gc+Qj) -0.5 kN 2/75x3.0 dia Skew Nails -8 Wall Int 70 0.2 kN 1.2 kN (Gc+Qj) No uplift 2/75x3.0 dia Skew Nails -9 Wall Int 70 0.2 kN 1.5 kN (Gc+Qj) -0.5 kN 2/75x3.0 dia Skew Nails -10 Wall Int 70 0.2 kN 1.5 kN (Gc+Qj) -0.6 kN 1/MG -
Notes1. Deflection = permanent load deflection including creep
(negative = downward movement).2. Overhang condition: No fascia.3. Refer to Pryda Installation Guide for full bracing details.4. Refer to layout for overall truss bracing.5. Truss close to gable end: YES
Notes1. Deflection = permanent load deflection including creep
(negative = downward movement).2. Overhang condition: No fascia.3. Refer to Pryda Installation Guide for full bracing details.4. Refer to layout for overall truss bracing.5. Truss close to gable end: YES
Notes1. Deflection = permanent load deflection including creep
(negative = downward movement).2. Overhang condition: No fascia.3. Refer to Pryda Installation Guide for full bracing details.4. Refer to layout for overall truss bracing.5. Truss close to gable end: YES
Supported trusses / Applied point loadsA: H2 (2865) B: H2 (2865)C: J2 (2883) D: J2 (2883)E: J5 (4083) F: J5 (4083)G: J5 (5133) H: J5 (5133)I: J1 (6297) J: J1 (6297)K: H1 (6315) L: H1 (6315)Note: numbers in brackets denote distance from left of truss.
Notes1. Deflection = permanent load deflection including creep
(negative = downward movement).2. Overhang condition: No fascia.3. Refer to Pryda Installation Guide for full bracing details.4. Refer to layout for overall truss bracing.5. Truss close to gable end: NO6. Ceiling Areas designed as external areas denoted by ‘*’
Supported trusses / Applied point loadsA: C1, C1 (683) B: C1, C1 (683)C: C2, C2 (2380) D: C2, C2 (2380)Note: numbers in brackets denote distance from left of truss.
Notes1. Deflection = permanent load deflection including creep
(negative = downward movement).2. Overhang condition: Hip overhang supports fascia.3. Refer to Pryda Installation Guide for full bracing details.4. Refer to layout for overall truss bracing.5. Truss close to gable end: NO
Major supports and factored reactions
Joint Type Width Perm. Max. down (LC) Uplift Tie-down Connector1 Wall Ext 90 0.5 kN 2.2 kN (Gc+Qp) -0.4 kN 2/75x3.0 dia Skew Nails -4 Truss Chord 35 -0.0 kN 1.3 kN (Gc+Qj) -0.2 kN 3/75x3.0 dia Skew Nails -6 Truss Chord 35 0.9 kN 2.7 kN (Gc+Qj) -0.9 kN 1/MG -
Note: Refer to Truss Connections Report / Producer Statement for fixing details.
6C24C4
4C1H
4C1H
A
B
C
D
L1 L1
L2L2
L2
L2
L2
L3
84
9
88
6
19
1
(886v)(849v)
24
1
(886v)(840v)
21
91
(886v)(471v)
41
90
(886v)(92v)
13
33
39
99505 191
4052
4584
194
10.7 deg
Deflection: (0) (-1) (0)(1)
Camber: (0) (1) (0)
[1]
[4]
[6] [5]
[10][3]
[8]
[7]
Aston Newman Timbers TRUSS DETAILS (DESIGN)9 Tolmie Street, Mt Gambier, SA 5290, Ph (08) 8725 9500, Fax (08) 8725 7471 Ver 4.5.1.19
Job Ref: 221-015-C Truss Reference : J1 (Single Truss) Date created: 04 Aug 2020Page No: 7
Truss type: Jack No. plies : 1x35mm Design spacing : 1200mm No. of : 4 Building type: Residential Station : 2865mm
Building Standard : NCC-2019 Structural Category : 1 CPA: 6.88
Notes1. Deflection = permanent load deflection including creep
(negative = downward movement).2. Overhang condition: No fascia.3. Refer to Pryda Installation Guide for full bracing details.4. Refer to layout for overall truss bracing.5. Truss close to gable end: NO
Notes1. Deflection = permanent load deflection including creep
(negative = downward movement).2. Overhang condition: No fascia.3. Refer to Pryda Installation Guide for full bracing details.4. Refer to layout for overall truss bracing.5. Truss close to gable end: NO6. Ceiling Areas designed as external areas denoted by ‘*’
Major supports and factored reactions
Joint Type Width Perm. Max. down (LC) Uplift Tie-down Connector1 Beam Int 42 0.6 kN 2.3 kN (Gc+Qp) -1.4 kN 1/MG -3 Truss Chord 35 0.4 kN 1.7 kN (Gc+Qj) -1.1 kN 3/75x3.0 dia Skew Nails -4 Truss Chord 35 0.1 kN 1.7 kN (Gc+Qj) -0.5 kN 1/MG -
Note: Refer to Truss Connections Report / Producer Statement for fixing details.
4C1H 4C3
4C1H
L1*
L2
L2
L2
L1
862
1434
(862v)(477v)
2865
(862v)(94v)
2865
320 2865
331
2966
15.0 deg
Deflection: (0) (0)(1)
Camber: (0) (0)
[1]
[3]
[4]
[7]
[5]
Aston Newman Timbers TRUSS DETAILS (DESIGN)9 Tolmie Street, Mt Gambier, SA 5290, Ph (08) 8725 9500, Fax (08) 8725 7471 Ver 4.5.1.19
Job Ref: 221-015-C Truss Reference : C2 (Single Truss) Date created: 04 Aug 2020Page No: 9
Truss type: Creeper No. plies : 1x35mm Design spacing : 1200mm No. of : 8 Building type: Residential
Building Standard : NCC-2019 Structural Category : 1 CPA: 4.00
Notes1. Deflection = permanent load deflection including creep
(negative = downward movement).2. Overhang condition: No fascia.3. Refer to Pryda Installation Guide for full bracing details.4. Refer to layout for overall truss bracing.5. Truss close to gable end: NO
Major supports and factored reactions
Joint Type Width Perm. Max. down (LC) Uplift Tie-down Connector1 Wall Ext 90 0.4 kN 2.2 kN (Gc+Qp) -1.0 kN 1/WM8150PS -3 Truss Chord 35 0.2 kN 1.5 kN (Gc+Qj) -0.1 kN 3/75x3.0 dia Skew Nails -4 Truss Chord 35 0.1 kN 1.7 kN (Gc+Qj) -0.5 kN 3/75x3.0 dia Skew Nails -
Note: Refer to Truss Connections Report / Producer Statement for fixing details.
4C1H L1
L2
L2
L3
538
1658
(538v)(94v)16
58
320 1658
331
1716
15.0 deg
Deflection: (0) (0)(1)
Camber: (0) (0)
[1]
[3]
[4]
[6]
Aston Newman Timbers TRUSS DETAILS (DESIGN)9 Tolmie Street, Mt Gambier, SA 5290, Ph (08) 8725 9500, Fax (08) 8725 7471 Ver 4.5.1.19
Job Ref: 221-015-C Truss Reference : C1 (Single Truss) Date created: 04 Aug 2020Page No: 10
Truss type: Creeper No. plies : 1x35mm Design spacing : 1200mm No. of : 8 Building type: Residential
Building Standard : NCC-2019 Structural Category : 1 CPA: 0.78
Notes1. Deflection = permanent load deflection including creep
(negative = downward movement).2. Overhang condition: No fascia.3. Refer to Pryda Installation Guide for full bracing details.4. Refer to layout for overall truss bracing.5. Truss close to gable end: NO
Major supports and factored reactions
Joint Type Width Perm. Max. down (LC) Uplift Tie-down Connector1 Wall Ext 90 0.2 kN 2.5 kN (Gc+Qp) -0.7 kN 1/WM8150PS -3 Truss Chord 35 0.0 kN 0.9 kN (Gc+Qj) -0.3 kN 3/75x3.0 dia Skew Nails -4 Truss Chord 35 0.0 kN 1.0 kN (Gc+Qj) -0.2 kN 3/75x3.0 dia Skew Nails -
Note: Refer to Truss Connections Report / Producer Statement for fixing details.
4C1H
L1
L2
L2
L3
217
458
(217v)(94v)
458
320 458
331
474
15.0 deg
Deflection: (0) (0)(0)
Camber: (0) (0)
[1]
[3]
[4]
[6]
Aston Newman Timbers TRUSS DETAILS (DESIGN)9 Tolmie Street, Mt Gambier, SA 5290, Ph (08) 8725 9500, Fax (08) 8725 7471 Ver 4.5.1.19
Job Ref: 221-015-C Truss Reference : MV1 (Single Truss) Date created: 04 Aug 2020Page No: 11
Truss type: Mono Valley No. plies : 1x35mm Design spacing : 1200mm No. of : 2 Building type: Residential Station : 0mm
Building Standard : NCC-2019 Structural Category : 1 CPA: 8.08
Notes1. Deflection = permanent load deflection including creep
(negative = downward movement).2. Overhang condition: No fascia.3. Refer to Pryda Installation Guide for full bracing details.4. Refer to layout for overall truss bracing.5. Truss close to gable end: YES
4C1H
4C1H 4C1H 4C1H 4C1H 4C1H
4C1H
4C1H
4C1H
4C1H
4C1H
L1
L1
L1
L1
L1
L1
L2 1943
600
(1943v)(1596v)
1200
(1943v)(1250v)
1800
(1943v)(904v)
2400
(1943v)(557v)33
65(1943v)
600
1200
1800
2400
3365
3365
30.0 deg
Deflection: (0) (0) (0) (0) (0) (0) (0) (0) (0)
Camber: (0) (0) (0) (0) (0) (0) (0) (0) (0)
[7][4] [10][1] [11]
[12]
[2] [5]
[16]
[6]
[15]
[8]
[14]
[9]
[13]
Aston Newman Timbers TRUSS DETAILS (DESIGN)9 Tolmie Street, Mt Gambier, SA 5290, Ph (08) 8725 9500, Fax (08) 8725 7471 Ver 4.5.1.19
Job Ref: 221-015-C Truss Reference : MV2 (Single Truss) Date created: 04 Aug 2020Page No: 12
Truss type: Mono Valley No. plies : 1x35mm Design spacing : 1200mm No. of : 2 Building type: Residential Station : 0mm
Building Standard : NCC-2019 Structural Category : 1 CPA: 5.20
Notes1. Deflection = permanent load deflection including creep
(negative = downward movement).2. Overhang condition: No fascia.3. Refer to Pryda Installation Guide for full bracing details.4. Refer to layout for overall truss bracing.5. Truss close to gable end: YES
4C1H
4C1H
4C1H
L1
L1
L2 1250
1800
(1250v)(211v)
2165
(1250v)
2165
2165
30.0 deg
Deflection: (0) (0) (0)
Camber: (0) (0) (0)
[1] [5][4]
[6]
[2]
Aston Newman Timbers TRUSS DETAILS (DESIGN)9 Tolmie Street, Mt Gambier, SA 5290, Ph (08) 8725 9500, Fax (08) 8725 7471 Ver 4.5.1.19
Job Ref: 221-015-C Truss Reference : MV3 (Single Truss) Date created: 04 Aug 2020Page No: 13
Truss type: Mono Valley No. plies : 1x35mm Design spacing : 1200mm No. of : 2 Building type: Residential Station : 0mm
Building Standard : NCC-2019 Structural Category : 1 CPA: 2.32
Notes1. Deflection = permanent load deflection including creep
(negative = downward movement).2. Overhang condition: No fascia.3. Refer to Pryda Installation Guide for full bracing details.4. Refer to layout for overall truss bracing.5. Truss close to gable end: YES
Notes:(1) R= Raised Lintel and L= Lowered Lintel.(2) 'Defl.' relates to maximum permanent load deflection.(3) 'Min. Bearing' is set to minimum 35mm. N/R indicates no bearing on studs with lintel acting as top plate stiffener.(4) 'Down' relates to maximum downward reaction due to factored combined loads (e.g. 1.2G+1.5Q) and 'Uplift' refers to maximum uplift reaction due to 0.9G+Wup load combination.
Critical Stud Summary
Label Truss Mark Size Reactions (kN)
Down Uplift
CS1-0.9kN
B2 2 / 90x35 MGP10H2 1.2 -0.9
CS2-0.9kN
B3 2 / 90x35 MGP10H2 1.1 -0.9
CS3-1.6kN
M1 1 / 90x35 MGP10H2 1.4 -1.6
CS4-1.6kN
M1 1 / 90x35 MGP10H2 1.4 -1.6
CS5-0.6kN
TG1 2 / 90x35 MGP10H2 1.0 -0.6
CS6-1.0kN
C2 1 / 90x35 MGP10H2 1.0 -1.0
CS7-0.7kN
C1 1 / 90x35 MGP10H2 0.6 -0.7
CS8-0.7kN
C1 1 / 90x35 MGP10H2 0.6 -0.7
CS9-1.3kN
J1 1 / 90x35 MGP10H2 1.4 -1.3
CS10-6.5kN
TG1 2 / 90x35 MGP10H2 7.7 -6.5
CS11-1.3kN
J1 1 / 90x35 MGP10H2 1.4 -1.3
CS12-0.7kN
C1 1 / 90x35 MGP10H2 0.6 -0.7
CS13-0.7kN
C1 1 / 90x35 MGP10H2 0.6 -0.7
CS14-1.0kN
C2 1 / 90x35 MGP10H2 1.0 -1.0
CS15-0.6kN
TG1 2 / 90x35 MGP10H2 1.0 -0.6
CS16-1.6kN
M1 1 / 90x35 MGP10H2 1.4 -1.6
CS17-1.6kN
M1 1 / 90x35 MGP10H2 1.4 -1.6
CS18-6.5kN
TG1 2 / 90x35 MGP10H2 7.7 -6.5
CS19-0.4kN
G1 1 / 90x45 MGP10H2 2.8 -0.4
CS20-2.2kN
G1 2 / 90x35 MGP10H2 9.2 -2.2
CS21-3.4kN
G1 2 / 90x35 MGP10H2 14.8 -3.4
CS22-3.4kN
G2 2 / 90x35 MGP10H2 14.8 -3.4
CS23-2.2kN
G2 2 / 90x35 MGP10H2 9.2 -2.2
CS24-0.5kN
G2 1 / 90x45 MGP10H2 2.8 -0.5
CS25-2.8kN
B1 2 / 90x35 MGP10H2 3.1 -2.8
CS26-2.8kN
B4 2 / 90x35 MGP10H2 3.1 -2.8
CS27-0.4kN
G3 1 / 90x35 MGP10H2 3.7 -0.4
CS28-0.4kN
G3 1 / 90x35 MGP10H2 3.6 -0.4
CS29-0.4kN
G5 1 / 90x35 MGP10H2 3.7 -0.4
CS30-0.4kN
G5 1 / 90x35 MGP10H2 3.6 -0.4
CS31-0.1kN
G4 1 / 90x35 MGP10H2 0.8 -0.1
CS32-0.4kN
G4 1 / 90x35 MGP10H2 6.0 -0.4
CS33-0.1kN
G6 1 / 90x35 MGP10H2 0.8 -0.1
CS34-0.4kN
G6 1 / 90x35 MGP10H2 6.0 -0.4
CS35-1.6kN
G2 2 / 90x35 MGP10H2 6.0 -1.6
CS36-1.6kN
G1 2 / 90x35 MGP10H2 6.0 -1.6
Notes:(1) 'Truss Mark' relates to the truss supported by the critical stud(2) 'Down' and 'Uplift' have the same meaning as noted above.
Beam Summary
Label Span Defl. (mm) Size Reactions (kN)
Down Uplift
B1 3048 -3.0 1 / 190x45 MGP10H2 3.11.3
-3.0-1.0
B2 3090 3090
-0.5-1.4
1 / 190x42 SF15 H2 1.54.91.2
-1.0-3.9-1.0
B3 3090 3045
-1.4-0.5
1 / 190x42 SF15 H2 1.14.91.0
-0.9-3.9-0.6
B4 3090 -3.2 1 / 190x45 MGP10H2 1.93.1
-1.3-3.0
Aston Newman Timbers9 Tolmie Street, Mt Gambier, SA 5290, Ph (08) 8725 9500, Fax (08) 8725 7471
Notes:(1) R= Raised Lintel and L= Lowered Lintel.(2) 'Defl.' relates to maximum permanent load deflection.(3) 'Min. Bearing' is set to minimum 35mm. N/R indicates no bearing on studs with lintel acting as top plate stiffener.(4) 'Down' relates to maximum downward reaction due to factored combined loads (e.g. 1.2G+1.5Q) and 'Uplift' refers to maximum uplift reaction due to 0.9G+Wup load combination.
Critical Stud Summary
Label Truss Mark Size Reactions (kN)
Down Uplift
CS37-2.5kN
S2 1 / 90x35 MGP10H2 3.2 -2.5
CS38-2.5kN
S3 1 / 90x35 MGP10H2 2.8 -2.5
CS39-2.5kN
S3 1 / 90x35 MGP10H2 2.8 -2.5
CS40-2.5kN
S2 1 / 90x35 MGP10H2 3.2 -2.5
CS41-2.5kN
S3 1 / 90x35 MGP10H2 3.2 -2.5
CS42-2.5kN
S2 1 / 90x35 MGP10H2 3.2 -2.5
CS43-2.5kN
S2 1 / 90x35 MGP10H2 3.2 -2.5
CS44-2.5kN
S3 1 / 90x35 MGP10H2 3.2 -2.5
CS45-2.5kN
S3 1 / 90x35 MGP10H2 3.2 -2.5
CS46-2.5kN
S3 1 / 90x35 MGP10H2 3.2 -2.5
Notes:(1) 'Truss Mark' relates to the truss supported by the critical stud(2) 'Down' and 'Uplift' have the same meaning as noted above.
Aston Newman Timbers ABN:Date: 05-08-20209 Tolmie Street, Mt Gambier, SA 5290, Ph (08) 8725 9500, Fax (08) 8725 7471
Standard roof pitch: 30.00 deg.Ult. design wind speed: 37.4 m/s User edited
Max. eaves height: 3 mMax. ridge height: 6 m
Int pressure coeff. up: 0.2
Note: This statement must be read in conjuction with the wall layout and detail sheets.Note: The Structural Timber products supplied in this building stores approximately '350' kg of carbon.
Compliance:The designs of lintels, beams and other components for this job have been determined using computer software provided by Pryda Australia, using sound and widely accepted engineering principles. In particular, loadings and designs are performed in accordance with the Standards adopted by primary reference in the National Construction Code (NCC 2019), Part A4.0 and Schedule 4 of Volume One and Two.
The software used in the preparation of these designs complies with the requirements in the ABCB "Protocol for Structural Software" (Version 2011.2), where applicable. A copy of the Compliance Document referenced therein is held at the Pryda office in Melbourne, Australia, and is available for examination by approval authorities and other building practitioners if required.
The person signing this Statement has been trained in the use of this software (Training certificate ID: PB4R100097 ).
All components are to be installed and connected in accordance with the recommendations given in AS1684.2: 2010 or AS1684.3: 2010 "Residential timber-framed construction" - parts 2 or 3 and any other supplementary details that may be provided by Pryda.
Construction Industry Training Board, 78 Richmond Road, Keswick SA 5035
citb.org.au / I need to pay a levy / Pay an existing levy notice by Visa or MasterCard
Commonwealth Bank, Gouger Street, AdelaideBSB 065 005 Account No. 180912
TERMS 14 DAYS FROM DATE OF LEVY NOTICE
$750.00Total Levy Amount Due
Levy AmountProject ID Address
$750.00583776
Project ID: 583776
11 Wyatt Street
Mount Gambier SA 5290
PR165022Payment Reference Number:
Payment Reference Number: PR165022
Payment Reference Number: PR165022
ABN 39 817 133 546phone 08 8172 950078 Richmond Road, Keswick SA 5035e-mail [email protected]
www.citb.org.au
448772Customer Number:
Project Name / Identifier
Wyatt Street
THANK YOU FOR YOUR CONTRIBUTION TO THE SA CONSTRUCTION INDUSTRYThe Construction Industry Training Board (CITB) was created at the request of the SA building and construction industry and is established by an Actof Parliament known as The Construction Industry Training Fund Act 1993.
In accordance with the Act, the operations of the CITB are funded by a levy of 0.25% on SA building and construction work over $40,000.
The Levy is invested into the SA building and construction industry through financial apprentice support, up-skilling of construction workers andresearch to support industry. This creates and maintains a highly skilled workforce promoting high standards of health and safety and fosters a trainingculture of life long learning.
Project Description
New Dwelling
Please note: The actual levy amount payable is exempt from GST under Section 81-5 of A New Tax System (Goods and Services Tax Act)1999. Tax invoices will not be issued as there is no entitlement to input tax credits arising from payment of the levy.
Biller Code: 322420Ref: 1650220
Telephone & Internet Banking - BPAY®
Contact your bank or financial institution to make this payment fromyour cheque, savings, debit or transaction account. more info:www.bpay.com.au
15/07/2020Date Paid
Amount Paid
Number of Projects Paid
Total Levy Due This Transaction
$ 750.00
$ 750.00
1
Total Balance Outstanding $ 0.00
Payment Type Credit Card
Receipt Number 144449
Payment Reference Number PR165022
Katrina Fox16 Byrne StreetMount Gambier SA 5290
ABN 39 817 133 546phone 08 8172 950078 Richmond Road, Keswick SA 5035e-mail [email protected]
www.citb.org.au
Payment Summary
Project Address Project Owner Amount PaidLevy DueProject ID
11 Wyatt StreetMount Gambier SA 5290
Katrina Fox $ 750.00$ 750.00583776-1
Project Details
Project Address 11 Wyatt StreetMount Gambier SA 5290
Estimated Start DateEstimated End Date
Actual Completion DateProject TypeLocal CouncilProject Value
30/11/202015/07/2021
New house, unit, townhouse, apartmentCity of Mt Gambier$ 300,000.00
Project Owner
Date of BirthAddress
PhoneMobileFaxEmail Address
Katrina Fox22/01/198216 Byrne StreetMount Gambier SA 52900407031492
ABN 39 817 133 546phone 08 8172 950078 Richmond Road, Keswick SA 5035e-mail [email protected]
www.citb.org.au
448772Customer ID
15/07/2020Date Paid
THANK YOU FOR YOUR CONTRIBUTION TO THE SA CONSTRUCTION INDUSTRYThe Construction Industry Training Board (CITB) was created at the request of the SA building and construction industryand is established by an Act of Parliament known as The Construction Industry Training Fund Act 1993.
In accordance with the Act, the operations of the CITB are funded by a levy of 0.25% on SA building and constructionwork over $40,000.
The Levy is invested into the SA building and construction industry through financial apprentice support, up-skilling ofconstruction workers and research to support industry. This creates and maintains a highly skilled workforce promotinghigh standards of health and safety and fosters a training culture of life long learning.
Project Description New Dwelling
Project Name / Identifier Wyatt Street
Please note: The actual levy amount payable is exempt from GST under Section 81-5 of A New Tax System (Goods and Services Tax Act) 1999. Tax invoices willnot be issued as there is no entitlement to input tax credits arising from payment of the levy.
2 Bodey Circuit (Cnr Calula Drive) PO Box 203 Mount Gambier SA 5290
Phone 08 8721 0000 Fax 08 8725 5946
Vivid Glass, Windows & Doors ABN 81 633 369 990
Date: Wednesday, 5 August 2020 Contract: FOX Address: 11 WYATT ST Town: MOUNT GAMBIER
This is to certify that all windows / doors / shower units and/or mirrors supplied by Viridian in conjunction with this contract shall comply with the Australian Window Standard AS 2047-2014 and Glass Standard AS 1288-2006 including human impact requirements as specified. The windows / doors shall also comply with the NCC energy efficiency and bushfire requirements as specified by the purchaser.
Yours Sincerely, Stephen Muller
Nationwide House Energy Rating Scheme
NatHERS Certificate No. ZPFTIBKPVCGenerated on 15 Jul 2020 using FirstRate5: 5.3.0a (3.21)
PropertyAddress 1, 11 WYATT ST, MOUNT GAMBIER, SA, 5290
Lot/DP -
NCC Class* Class 1a
Type New Home
PlansMain plan 17-093
Prepared by GRAHAM MCKAY
Construction and environmentAssessed floor area (m²)*
Declaration of interest Declared, refer to "Additional Notes" on page 2
6.9The more stars
the more energy efficient
105.9 MJ/m2
Predicted annual energy load forheating and cooling based on standard
occupancy assumptions.
For more information onyour dwelling's rating see:
www.nathers.gov.au
Thermal performanceHeating Cooling
100 5.9
MJ/m² MJ/m²
About the rating
NatHERS software models theexpected thermal energy loadsusing information about the designand construction, climate andcommon patterns of householduse. The software does not takeinto account appliances, apart fromthe airflow impacts from ceilingfans.
VerificationTo verify this certificate,scan the QR code orvisit https://www.fr5.com.au
/QRCodeLanding?PublicId=
ZPFTIBKPVC Whenusing either link,ensure you are visitingwww.FR5.com.au.
National Construction Code (NCC) requirements
The NCC’s requirements for NatHERS-rated houses are detailed in 3.12.0(a)(i) and 3.12.5 of the NCC Volume Two. For apartments therequirements are detailed in J0.2 and J5 to J8 of the NCC Volume One.
In NCC 2019, these requirements include minimum star ratings and separate heating and cooling load limits that need to be met by buildings andapartments through the NatHERS assessment. Requirements additional to the NatHERS assessment that must also be satisfied include, but arenot limited to: insulation installation methods, thermal breaks, building sealing, water heating and pumping, and artificial lighting requirements.The NCC and NatHERS Heating and Cooling Load Limits (Australian Building Codes Board Standard) are available at www.abcb.gov.au.
State and territory variations and additions to the NCC may also apply.
* Refer to glossary. Page 1 of 7Generated on 15 Jul 2020 using FirstRate5: 5.3.0a (3.21) for 1, 11 WYATT ST, MOUNT GAMBIER
Certificate Check
Ensure the dwelling is designed and then built as per the NatHERS Certificate. While you need to check the accuracy ofthe whole Certificate, the following spot check covers some important items impacting the dwelling’s rating.
Genuine certificate
Does this Certificate match the one available at the web address or QR code in the verification box on the front page?Does the set of NatHERS-stamped plans for the dwelling have a Certificate number on the stamp that matches thisCertificate?
Ceiling penetrations*
Does the ‘number’ and ‘type’ of ceiling penetrations (e.g. downlights, exhaust fans, etc) shown on the stamped plans orinstalled, match what is shown in this Certificate?
Windows
Does the installed window meet the substitution tolerances (SHGC and U-value) and window type, of the window shownon this Certificate?
Apartment entrance doors
Does the ‘External Door Schedule’ show apartment entrance doors? Please note that an “external door” between themodelled dwelling and a shared space, such as an enclosed corridor or foyer, should not be included in the assessment(because it overstates the possible ventilation) and would invalidate the Certificate.
Exposure*
Has the appropriate exposure level (terrain) been applied? For example, it is unlikely that a ground-floor apartment is“exposed” or a top floor high-rise apartment is “protected”.
Provisional* values
Have provisional values been used in the assessment and, if so, noted in “additional notes” below?
living meals kit ent FR5 - CSOG: Slab on Ground 22.5 Enclosed R0.0 Vinyl
living meals kit ent FR5 - CSOG: Slab on Ground 15.3 Enclosed R0.0 Vinyl
bed 2GMFLOOR - TIMBER FLOOR INSUL ONSARKING
14.9 Enclosed R4.3 Carpet
bathGMFLOOR - TIMBER FLOOR INSUL ONSARKING
7.6 Enclosed R4.3 Tiles
landingGMFLOOR - TIMBER FLOOR INSUL ONSARKING
9.4 Enclosed R4.3 Vinyl
Ceiling type
Location Construction material/type
Bulk insulation R-value (may
include edge batt values)
Reflective
wrap*
bed 1 GMFLOOR - TIMBER FLOOR INSUL ON SARKING R4.3 No
bath GMFLOOR - TIMBER FLOOR INSUL ON SARKING R4.3 No
ZPFTIBKPVC NatHERS Certificate 6.9 Star Rating as of 15 Jul 2020
* Refer to glossary. Page 4 of 7Generated on 15 Jul 2020 using FirstRate5: 5.3.0a (3.21) for 1, 11 WYATT ST, MOUNT GAMBIER
living meals kit ent Plasterboard R4.1 Yes
living meals kit ent GMFLOOR - TIMBER FLOOR INSUL ON SARKING R4.3 No
bed 2 Plasterboard R4.1 Yes
bath Plasterboard R4.1 Yes
landing Plasterboard R4.1 Yes
Ceiling penetrations*Location Quantity Type Diameter (mm) Sealed/unsealed
bed 1 2 Downlights 80 Sealed
bath 1 Exhaust Fans 200 Sealed
living meals kit ent 1 Exhaust Fans 200 Sealed
living meals kit ent 7 Downlights 80 Sealed
bed 2 2 Downlights 2 Sealed
bath 1 Exhaust Fans 200 Sealed
bath 2 Downlights 80 Sealed
landing 2 Downlights 80 Sealed
Ceiling fansLocation Quantity Diameter (mm)
No Data Available
Roof typeConstruction Added insulation (R-value) Solar absorptance Roof shade
Cont:Attic-Continuous 0.1 0.5 Medium
ZPFTIBKPVC NatHERS Certificate 6.9 Star Rating as of 15 Jul 2020
* Refer to glossary. Page 5 of 7Generated on 15 Jul 2020 using FirstRate5: 5.3.0a (3.21) for 1, 11 WYATT ST, MOUNT GAMBIER
Explanatory Notes
About this report
A NatHERS rating is a comprehensive, dynamic computer modellingevaluation of a home, using the floorplans, elevations andspecifications to estimate an energy load. It addresses the buildinglayout, orientation and fabric (i.e. walls, windows, floors, roofs andceilings), but does not cover the water or energy use of appliances orenergy production of solar panels.
Ratings are based on a unique climate zone where the home is locatedand are generated using standard assumptions, including occupancypatterns and thermostat settings. The actual energy consumption of ahome may vary significantly from the predicted energy load, as theassumptions used in the rating will not match actual usage patterns.For example, the number of occupants and personal heating or coolingpreferences will vary.
While the figures are an indicative guide to energy use, they can beused as a reliable guide for comparing different dwelling designs and todemonstrate that the design meets the energy efficiency requirementsin the National Construction Code. Homes that are energy efficient useless energy, are warmer on cool days, cooler on hot days and cost lessto run. The higher the star rating the more thermally efficient thedwelling is.
Accredited assessors
To ensure the NatHERS Certificate is of a high quality, always use anaccredited or licenced assessor. NatHERS accredited assessors aremembers of a professional body called an Assessor AccreditingOrganisation (AAO).
Australian Capital Territory (ACT) licensed assessors may onlyproduce assessments for regulatory purposes using software for whichthey have a licence endorsement. Licence endorsements can beconfirmed on the ACT licensing register
AAOs have specific quality assurance processes in place, andcontinuing professional development requirements, to maintain a highand consistent standard of assessments across the country.Non-accredited assessors do not have this level of quality assuranceor any ongoing training requirements.
Any questions or concerns about this report should be directed to theassessor in the first instance. If the assessor is unable to addressthese questions or concerns, the AAO specified on the front of thiscertificate should be contacted.
DisclaimerThe format of the NatHERS Certificate was developed by theNatHERSAdministrator. However the content of each individualcertificate is entered and created by the assessor to create a NatHERSCertificate. It is the responsibility of the assessor who prepared thiscertificate to use NatHERS accredited software correctly and follow theNatHERS Technical Notes to produce a NatHERS Certificate.
The predicted annual energy load in this NatHERS Certificate is anestimate based on an assessment of the building by the assessor. It isnot a prediction of actual energy use, but may be used to compare howother buildings are likely to perform when used in a similar way.
Information presented in this report relies on a range of standardassumptions (both embedded in NatHERS accredited software andmade by the assessor who prepared this report), includingassumptions about occupancy, indoor air temperature and localclimate.
Not all assumptions that may have been made by the assessor whileusing the NatHERS accredited software tool are presented in thisreport and further details or data files may be available from theassessor.
Glossary
Annual energy load the predicted amount of energy required for heating and cooling, based on standard occupancy assumptions.
Assessed floor area the floor area modelled in the software for the purpose of the NatHERS assessment. Note, this may not be consistent withthe floor area in the design documents.
Ceiling penetrations features that require a penetration to the ceiling, including downlights, vents, exhaust fans, rangehoods, chimneys andflues. Excludes fixtures attached to the ceiling with small holes through the ceiling for wiring, e.g. ceiling fans; pendantlights, and heating and cooling ducts.
Conditioned a zone within a dwelling that is expected to require heating and cooling based on standard occupancy assumptions. Insome circumstances it will include garages.
Custom windows windows listed in NatHERS software that are available on the market in Australia and have a WERS (Window EnergyRating Scheme) rating.
Default windows windows that are representative of a specific type of window product and whose properties have been derived by statisticalmethods.
Entrance door these signify ventilation benefits in the modelling software and must not be modelled as a door when opening to a minimallyventilated corridor in a Class 2 building.
Exposure category -
exposed
terrain with no obstructions e.g. flat grazing land, ocean-frontage, desert, exposed high-rise unit (usually above 10 floors).
Exposure category - open terrain with few obstructions at a similar height e.g. grasslands with few well scattered obstructions below 10m, farmlandwith scattered sheds, lightly vegetated bush blocks, elevated units (e.g. above 3 floors).
Exposure category -
suburban
terrain with numerous, closely spaced obstructions below 10m e.g. suburban housing, heavily vegetated bushland areas.
Exposure category -
protected
terrain with numerous, closely spaced obstructions over 10 m e.g. city and industrial areas.
Horizontal shading feature provides shading to the building in the horizontal plane, e.g. eaves, verandahs, pergolas, carports, or overhangs orbalconies from upper levels.
ZPFTIBKPVC NatHERS Certificate 6.9 Star Rating as of 15 Jul 2020
* Refer to glossary. Page 6 of 7Generated on 15 Jul 2020 using FirstRate5: 5.3.0a (3.21) for 1, 11 WYATT ST, MOUNT GAMBIER
National Construction Code
(NCC) Class
the NCC groups buildings by their function and use, and assigns a classification code. NatHERS software models NCCClass 1, 2 or 4 buildings and attached Class 10a buildings. Definitions can be found at www.abcb.gov.au.
Opening Percentage the openability percentage or operable (moveable) area of doors or windows that is used in ventilation calculations.
Provisional value an assumed value that does not represent an actual value. For example, if the wall colour is unspecified in thedocumentation, a provisional value of ‘medium’ must be modelled. Acceptable provisional values are outlined in theNatHERS Technical Note and can be found at www.nathers.gov.au
Reflective wrap (also known
as foil)
can be applied to walls, roofs and ceilings. When combined with an appropriate airgap and emissivity value, it providesinsulative properties.
Roof window for NatHERS this is typically an operable window (i.e. can be opened), will have a plaster or similar light well if there is anattic space, and generally does not have a diffuser.
Shading device a device fixed to windows that provides shading e.g. window awnings or screens but excludes eaves.
Shading features includes neighbouring buildings, fences, and wing walls, but excludes eaves.
Solar heat gain coefficient
(SHGC)
the fraction of incident solar radiation admitted through a window, both directly transmitted as well as absorbed andsubsequently released inward. SHGC is expressed as a number between 0 and 1. The lower a window’s SHGC, the lesssolar heat it transmits.
Skylight (also known as roof
lights)
for NatHERS this is typically a moulded unit with flexible reflective tubing (light well) and a diffuser at ceiling level.
U-value the rate of heat transfer through a window. The lower the U-value, the better the insulating ability.
Unconditioned a zone within a dwelling that is assumed to not require heating and cooling based on standard occupancy assumptions.
Vertical shading features provides shading to the building in the vertical plane and can be parallel or perpendicular to the subject wall/window.Includes privacy screens, other walls in the building (wing walls), fences, other buildings, vegetation (protected or listedheritage trees).
ZPFTIBKPVC NatHERS Certificate 6.9 Star Rating as of 15 Jul 2020
* Refer to glossary. Page 7 of 7Generated on 15 Jul 2020 using FirstRate5: 5.3.0a (3.21) for 1, 11 WYATT ST, MOUNT GAMBIER
Nationwide House Energy Rating Scheme
NatHERS Certificate No. O2B4PY9ZCSGenerated on 15 Jul 2020 using FirstRate5: 5.3.0a (3.21)
PropertyAddress 2, 11 WYATT ST, MOUNT GAMBIER, SA, 5290
Lot/DP -
NCC Class* Class 1a
Type New Home
PlansMain plan 17-093
Prepared by GRAHAM MCKAY
Construction and environmentAssessed floor area (m²)*
Declaration of interest Declared, refer to "Additional Notes" on page 2
6.2The more stars
the more energy efficient
137.8 MJ/m2
Predicted annual energy load forheating and cooling based on standard
occupancy assumptions.
For more information onyour dwelling's rating see:
www.nathers.gov.au
Thermal performanceHeating Cooling
131.8 6
MJ/m² MJ/m²
About the rating
NatHERS software models theexpected thermal energy loadsusing information about the designand construction, climate andcommon patterns of householduse. The software does not takeinto account appliances, apart fromthe airflow impacts from ceilingfans.
VerificationTo verify this certificate,scan the QR code orvisit https://www.fr5.com.au
/QRCodeLanding?PublicId=
O2B4PY9ZCS Whenusing either link,ensure you are visitingwww.FR5.com.au.
National Construction Code (NCC) requirements
The NCC’s requirements for NatHERS-rated houses are detailed in 3.12.0(a)(i) and 3.12.5 of the NCC Volume Two. For apartments therequirements are detailed in J0.2 and J5 to J8 of the NCC Volume One.
In NCC 2019, these requirements include minimum star ratings and separate heating and cooling load limits that need to be met by buildings andapartments through the NatHERS assessment. Requirements additional to the NatHERS assessment that must also be satisfied include, but arenot limited to: insulation installation methods, thermal breaks, building sealing, water heating and pumping, and artificial lighting requirements.The NCC and NatHERS Heating and Cooling Load Limits (Australian Building Codes Board Standard) are available at www.abcb.gov.au.
State and territory variations and additions to the NCC may also apply.
* Refer to glossary. Page 1 of 7Generated on 15 Jul 2020 using FirstRate5: 5.3.0a (3.21) for 2, 11 WYATT ST, MOUNT GAMBIER
Certificate Check
Ensure the dwelling is designed and then built as per the NatHERS Certificate. While you need to check the accuracy ofthe whole Certificate, the following spot check covers some important items impacting the dwelling’s rating.
Genuine certificate
Does this Certificate match the one available at the web address or QR code in the verification box on the front page?Does the set of NatHERS-stamped plans for the dwelling have a Certificate number on the stamp that matches thisCertificate?
Ceiling penetrations*
Does the ‘number’ and ‘type’ of ceiling penetrations (e.g. downlights, exhaust fans, etc) shown on the stamped plans orinstalled, match what is shown in this Certificate?
Windows
Does the installed window meet the substitution tolerances (SHGC and U-value) and window type, of the window shownon this Certificate?
Apartment entrance doors
Does the ‘External Door Schedule’ show apartment entrance doors? Please note that an “external door” between themodelled dwelling and a shared space, such as an enclosed corridor or foyer, should not be included in the assessment(because it overstates the possible ventilation) and would invalidate the Certificate.
Exposure*
Has the appropriate exposure level (terrain) been applied? For example, it is unlikely that a ground-floor apartment is“exposed” or a top floor high-rise apartment is “protected”.
Provisional* values
Have provisional values been used in the assessment and, if so, noted in “additional notes” below?
bed 1 FR5 - CSOG: Slab on Ground 11.6 Enclosed R0.0 Carpet
landingGMFLOOR - TIMBER FLOOR INSUL ONSARKING
9.5 Enclosed R4.3 Vinyl
bed 2GMFLOOR - TIMBER FLOOR INSUL ONSARKING
15 Enclosed R4.3 Carpet
BATHGMFLOOR - TIMBER FLOOR INSUL ONSARKING
7.6 Enclosed R4.3 Tiles
Ceiling type
Location Construction material/type
Bulk insulation R-value (may
include edge batt values)
Reflective
wrap*
living meals kit Plasterboard R4.1 Yes
O2B4PY9ZCS NatHERS Certificate 6.2 Star Rating as of 15 Jul 2020
* Refer to glossary. Page 4 of 7Generated on 15 Jul 2020 using FirstRate5: 5.3.0a (3.21) for 2, 11 WYATT ST, MOUNT GAMBIER
living meals kit GMFLOOR - TIMBER FLOOR INSUL ON SARKING R4.3 No
bath room GMFLOOR - TIMBER FLOOR INSUL ON SARKING R4.3 No
bed 1 GMFLOOR - TIMBER FLOOR INSUL ON SARKING R4.3 No
landing Plasterboard R4.1 Yes
bed 2 Plasterboard R4.1 Yes
BATH Plasterboard R4.1 Yes
Ceiling penetrations*Location Quantity Type Diameter (mm) Sealed/unsealed
living meals kit 1 Exhaust Fans 200 Sealed
living meals kit 7 Downlights 80 Sealed
bath room 1 Exhaust Fans 200 Sealed
bath room 1 Downlights 80 Sealed
bed 1 2 Downlights 80 Sealed
landing 2 Downlights 80 Sealed
bed 2 2 Downlights 80 Sealed
BATH 1 Exhaust Fans 200 Sealed
BATH 2 Downlights 80 Sealed
Ceiling fansLocation Quantity Diameter (mm)
No Data Available
Roof typeConstruction Added insulation (R-value) Solar absorptance Roof shade
Cont:Attic-Continuous 0.1 0.5 Medium
O2B4PY9ZCS NatHERS Certificate 6.2 Star Rating as of 15 Jul 2020
* Refer to glossary. Page 5 of 7Generated on 15 Jul 2020 using FirstRate5: 5.3.0a (3.21) for 2, 11 WYATT ST, MOUNT GAMBIER
Explanatory Notes
About this report
A NatHERS rating is a comprehensive, dynamic computer modellingevaluation of a home, using the floorplans, elevations andspecifications to estimate an energy load. It addresses the buildinglayout, orientation and fabric (i.e. walls, windows, floors, roofs andceilings), but does not cover the water or energy use of appliances orenergy production of solar panels.
Ratings are based on a unique climate zone where the home is locatedand are generated using standard assumptions, including occupancypatterns and thermostat settings. The actual energy consumption of ahome may vary significantly from the predicted energy load, as theassumptions used in the rating will not match actual usage patterns.For example, the number of occupants and personal heating or coolingpreferences will vary.
While the figures are an indicative guide to energy use, they can beused as a reliable guide for comparing different dwelling designs and todemonstrate that the design meets the energy efficiency requirementsin the National Construction Code. Homes that are energy efficient useless energy, are warmer on cool days, cooler on hot days and cost lessto run. The higher the star rating the more thermally efficient thedwelling is.
Accredited assessors
To ensure the NatHERS Certificate is of a high quality, always use anaccredited or licenced assessor. NatHERS accredited assessors aremembers of a professional body called an Assessor AccreditingOrganisation (AAO).
Australian Capital Territory (ACT) licensed assessors may onlyproduce assessments for regulatory purposes using software for whichthey have a licence endorsement. Licence endorsements can beconfirmed on the ACT licensing register
AAOs have specific quality assurance processes in place, andcontinuing professional development requirements, to maintain a highand consistent standard of assessments across the country.Non-accredited assessors do not have this level of quality assuranceor any ongoing training requirements.
Any questions or concerns about this report should be directed to theassessor in the first instance. If the assessor is unable to addressthese questions or concerns, the AAO specified on the front of thiscertificate should be contacted.
DisclaimerThe format of the NatHERS Certificate was developed by theNatHERSAdministrator. However the content of each individualcertificate is entered and created by the assessor to create a NatHERSCertificate. It is the responsibility of the assessor who prepared thiscertificate to use NatHERS accredited software correctly and follow theNatHERS Technical Notes to produce a NatHERS Certificate.
The predicted annual energy load in this NatHERS Certificate is anestimate based on an assessment of the building by the assessor. It isnot a prediction of actual energy use, but may be used to compare howother buildings are likely to perform when used in a similar way.
Information presented in this report relies on a range of standardassumptions (both embedded in NatHERS accredited software andmade by the assessor who prepared this report), includingassumptions about occupancy, indoor air temperature and localclimate.
Not all assumptions that may have been made by the assessor whileusing the NatHERS accredited software tool are presented in thisreport and further details or data files may be available from theassessor.
Glossary
Annual energy load the predicted amount of energy required for heating and cooling, based on standard occupancy assumptions.
Assessed floor area the floor area modelled in the software for the purpose of the NatHERS assessment. Note, this may not be consistent withthe floor area in the design documents.
Ceiling penetrations features that require a penetration to the ceiling, including downlights, vents, exhaust fans, rangehoods, chimneys andflues. Excludes fixtures attached to the ceiling with small holes through the ceiling for wiring, e.g. ceiling fans; pendantlights, and heating and cooling ducts.
Conditioned a zone within a dwelling that is expected to require heating and cooling based on standard occupancy assumptions. Insome circumstances it will include garages.
Custom windows windows listed in NatHERS software that are available on the market in Australia and have a WERS (Window EnergyRating Scheme) rating.
Default windows windows that are representative of a specific type of window product and whose properties have been derived by statisticalmethods.
Entrance door these signify ventilation benefits in the modelling software and must not be modelled as a door when opening to a minimallyventilated corridor in a Class 2 building.
Exposure category -
exposed
terrain with no obstructions e.g. flat grazing land, ocean-frontage, desert, exposed high-rise unit (usually above 10 floors).
Exposure category - open terrain with few obstructions at a similar height e.g. grasslands with few well scattered obstructions below 10m, farmlandwith scattered sheds, lightly vegetated bush blocks, elevated units (e.g. above 3 floors).
Exposure category -
suburban
terrain with numerous, closely spaced obstructions below 10m e.g. suburban housing, heavily vegetated bushland areas.
Exposure category -
protected
terrain with numerous, closely spaced obstructions over 10 m e.g. city and industrial areas.
Horizontal shading feature provides shading to the building in the horizontal plane, e.g. eaves, verandahs, pergolas, carports, or overhangs orbalconies from upper levels.
O2B4PY9ZCS NatHERS Certificate 6.2 Star Rating as of 15 Jul 2020
* Refer to glossary. Page 6 of 7Generated on 15 Jul 2020 using FirstRate5: 5.3.0a (3.21) for 2, 11 WYATT ST, MOUNT GAMBIER
National Construction Code
(NCC) Class
the NCC groups buildings by their function and use, and assigns a classification code. NatHERS software models NCCClass 1, 2 or 4 buildings and attached Class 10a buildings. Definitions can be found at www.abcb.gov.au.
Opening Percentage the openability percentage or operable (moveable) area of doors or windows that is used in ventilation calculations.
Provisional value an assumed value that does not represent an actual value. For example, if the wall colour is unspecified in thedocumentation, a provisional value of ‘medium’ must be modelled. Acceptable provisional values are outlined in theNatHERS Technical Note and can be found at www.nathers.gov.au
Reflective wrap (also known
as foil)
can be applied to walls, roofs and ceilings. When combined with an appropriate airgap and emissivity value, it providesinsulative properties.
Roof window for NatHERS this is typically an operable window (i.e. can be opened), will have a plaster or similar light well if there is anattic space, and generally does not have a diffuser.
Shading device a device fixed to windows that provides shading e.g. window awnings or screens but excludes eaves.
Shading features includes neighbouring buildings, fences, and wing walls, but excludes eaves.
Solar heat gain coefficient
(SHGC)
the fraction of incident solar radiation admitted through a window, both directly transmitted as well as absorbed andsubsequently released inward. SHGC is expressed as a number between 0 and 1. The lower a window’s SHGC, the lesssolar heat it transmits.
Skylight (also known as roof
lights)
for NatHERS this is typically a moulded unit with flexible reflective tubing (light well) and a diffuser at ceiling level.
U-value the rate of heat transfer through a window. The lower the U-value, the better the insulating ability.
Unconditioned a zone within a dwelling that is assumed to not require heating and cooling based on standard occupancy assumptions.
Vertical shading features provides shading to the building in the vertical plane and can be parallel or perpendicular to the subject wall/window.Includes privacy screens, other walls in the building (wing walls), fences, other buildings, vegetation (protected or listedheritage trees).
O2B4PY9ZCS NatHERS Certificate 6.2 Star Rating as of 15 Jul 2020
* Refer to glossary. Page 7 of 7Generated on 15 Jul 2020 using FirstRate5: 5.3.0a (3.21) for 2, 11 WYATT ST, MOUNT GAMBIER
