Operational Woks Application OPW18-0071, Plans 2 of 2 · OPW18/0071

Page 2

 

PROPOSED RESIDENCE

MACINTOSH, Douglas

LOT 37 ON SP254354
BREWERS ROAD
COORAN, QLD

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

(> FRONT VIEW

 

 

SCHEDULE OF PAGES:

COVER PAGE

SITE PLAN

FLOOR PLAN

ELEVATIONS

SLAB SETOUT PLAN

ROOF CATCHMENT PLAN
SECTIONS/QDC NOTES
TYPICAL SECTION & DETAILS
TYPICAL TIEDOWN DETAILS
WH&S NOTES

 

Ww OANAMARWH

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building design

Russell Willcox
Principal Designer/Director

PO Box 7320, Uren
M CdCB 180
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Despe ke
poet wteon building design

Principal Designer/Director

Urangon OLD 4655
7 128 9865,

   
 

   
 
 
 
  
  

 

 

 

 

   

 

 

 

 

 

 

 

Sisi9 GS i See: S <2 &
THESE DRAWINGS AND DESIGN ARE SSUE| DATE DRWN|CHKD COMMENTS PROJECT DATE
4 COPYRIGHT AND WILL NOT BE USED DESIGN RECEIVED & ACCEPTED
OR REPRODUCED BY ANY MEANS, T9/2/2017) RW | RW | PRELIMINARY PLANS PROPOSED RESIDENCE COVER PAGE
WHOLLY OR PARTLY WITHOUT PRIOR ‘A |11/01/2018| RW | RW | GENERAL AMENDMENTS : CLIENT SALES PROJECT STATUS
WRITTEN PERMISSION FROM -
BESPOKE BUILDING DESIGN B | 31/01/2018; AB | RW. | CONSTRUCTION DRAWINGS CONSTRUCTION DRAWINGS
DO_NOT SCALE FROM THIS DRAWING _&_}9/0872018_ RY | RW _REIANNG WALL ADDED CLIENT LOCATION SCALE wen SIE Bc CLASS Sue
S VERIFY ALL DIMENSIONS PRIOR TO LOT 37 ON SP254354 INDICATED a

 

   

| COMMENCEMENT OF ANY SITE WORKS
} AND REFER ANY DISCREPANCIES TO
BESPOKE BUILDING DESIGN

 

 

 

 

 

 

 

MACINTOSH, Douglas

 

BREWERS ROAD
COORAN, QLD

 

 

 

 

DRAWING FILE NUMBER PAGE

B171211

 

1

 

 

 

Page 3

 

PATHWAY & DRIVEWAY NOTES:

ALL PATHWAYS AND PAVEMENTS SHALL HAVE A
MINIMUM FALL OF TIN 100 (1%).

THE MAXIMUM GRADE OF DRIVEWAYS SHALL
NOT EXCEED 1 IN 5 (20%). WHERE GRADES ARE
NEAR THE MAXIMUM, A TRANSITION ZONE AT
EITHER END MAY BE REQUIRED. REFER TO BCA
VOLUME 1, D2.10 FOR GRADES TO REQUIRED
EXIT RAMPS.

CHECK WITH LOCAL AUTHORITY
REQUIREMENTS PRIOR TO CONSTRUCTING ANY
DRIVEWAYS, PATHWAYS OR CROSSOVERS
BETWEEN THE PROPERTY BOUNDARY AND.
ROAD KERB.

CLEAR THE AREA OF ALL TOPSOIL AND
ORGANIC MATTER.

PROVIDE A LAYER OF SAND A MINIMUM OF
20mm THICK UNDER THE SLAB, COMPACTED.
AND LEVELLED.

AN OPTIONAL 0.2um POLYETHYLENE MOISTURE
BARRIER MAY BE PROVIDED UNDER THE SLAB IN
SALINE AREAS, LAPPED 200mm AT JOINS AND

TAPED.

SLAB THICKNESS SHALL BE:
PEDESTRIAN PATHWAYS - 75mm THICK WITH 1
LAYER SL52 MESH,
VEHICULAR DRIVEWAYS (TO 3t GROSS) -
100mm THICK WITH
| LAYER SL62 MESH.

30mm MINIMUM TOP COVER TO ALL
REINFORCEMENT, CONCRETE STRENGTH SHALL
BE N20 MINIMUM.

JOINTS ARE REQUIRED IN ALL CONCRETE
PATHWAY AND DRIVEWAY SLABS -

ISOLATION JOINTS MUST BE PROVIDED WHERE
ABUTTING EXISTING STRUCTURES,

EXPANSION JOINTS SHALL BE PROVIDED AT 15
METER CENTRES IN ALL DIRECTIONS, N12
DOWEL BARS AT 400 CENTRES ALONG THE
JOINTS IN 100mm THICK SLABS,

CRACK CONTROL JOINTS SHALL BE PROVIDED
AT 3 METER MAXIMUM CENTRES AND AT
LOCATIONS WHERE THERE IS A LIKELIHOOD A
CRACK

WOULD OCCUR (i.e. RE-ENTRANT CORNERS).
JOINTS SHALL BE LOCATED SO THE LONGEST
SIDE OF ANY SLAB PANEL IS NO MORE THAN 1.5
TIMES THE LENGTH OF THE SHORTEST SIDE. ANY
ANGLE FORMED BETWEEN JOINTS OR JOINTS
AND THE SLAB EDGE SHALL BE NO LESS THAN
75°, DUE TO THE VARYING NATURE OF
PATHWAYS AND DRIVEWAYS, IT IS ADVISABLE
TO PROVIDE JOB SPECIFIC DESIGN TO ENSURE
ALL SITE CONSTRAINTS ARE CONSIDERED IN THE
DESIGN.

THESE NOTES ARE PROVIDED AS A GENERAL
SPECIFICATION ONLY.

REFERENCE SHOULD BE MADE TO ‘CEMENT,
CONCRETE & AGGREGATE AUSTRALIA - GUIDE
TO CONCRETE FOR HOUSING 2007, PATHS AND
DRIVEWAYS’ AND RESIDENTIAL CONCRETE
DRIVEWAYS AND PATHS, JULY 2005’.

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71.0
92.0 RETAINING
L} WALL BY
8 OWNER
93.0 4 *] | J92.0
} os 450
PROPOSED RESIDENCE), 4
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96.0 a)

 
 

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bd

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REAL PROPERTY DESCRIPTION:

LOT 37 ON 254354
SITE AREA 1877 sqm
SITE COVER 209 sqm {11.1%}
LOCALITY COORAN
LOC. GOV, SUNSHINE COAST R.C.
N
SITE NOTES:

POSITION OF DWELLING TO BE CONFIRMED BY
CLIENT PRIOR TO ANY SITE WORKS

ALL STORM WATER, DOWN PIPES, RAIN WATER
TANKS & SITE DRAINAGE TO BE SIZED & LOCATED
BY THE HYDRAULIC CONSULTANT/PLUMBER IN
ACCORDANCE WITH BCA VOL 2 3.1.2 & 3.5.2 AND
QDC MP4,2/LOCAL PLANNING SCHEME HOUSE
CODE

BUILDER TO ENSURE THAT ACTUAL SEWER LINE AND
MANHOLE POSITIONS MATCH THOSE AS SHOWN
BASED ON LOCAL AUTHORITY DOCUMENTS, ANY
DISCREPANCIES MUST BE BROUGHT TO THE
ATTENTION OF BESPOKE SOLUTIONS PTY LTD AND
RESOLVED PRIOR TO COMMENCEMENT OF
CONSTRUCTION

BUILDER TO DETERMINE APPROPRIATE
PLATFORMING METHOD ON SITE PRIOR TO
COMMENCEMENT OF ANY WORKS. FINISHED.
FLOOR LEVEL IS TO BE ABOVE THE MINIMUM LEVEL
AS PER LOCAL AUTHORITIES REQUIREMENTS & TO
COMPLY WITH BCA VOL 2 3.1.2.3

THE FINISHED SURFACE IMMEDIATELY
SURROUNDING THE DWELLING, 1000mm WIDE, IS
TO FALL AWAY FROM THE DWELLING AT A SLOPE
OF 1 IN 20 MINIMUM TO AN EARTH DRAIN AS
INDICATED ON THE SITE PLAN.

SURFACE DRAINAGE IS TO DISCHARGE EVENLY
WITHIN THE SITE AND WITHOUT NUISANCE TO
ADJOINING PROPERTIES.

ALL SUB-FLOOR AREAS MUST BE GRADED TO AVOID
THE PONDING OF WATER.

CUT AND FILL BATTERS NOT TO EXCEED A
MAXIMUM SLOPE AS PER BCA TABLE 3.1.1.1 FOR
THE SITE SPECIFIC SOIL TYPE, REFER ALSO TO BCA
CLAUSE 3.2.2.4 FOR SLAB EDGE SUPPORT ON
SLOPING SITES.

1000 MAXIMUM HIGH TIMBER RETAINING WALLS
WITH 65@ AG PIPE BEHIND (TO DISCHARGE TO
STORMWATER LINE) AND GRANULAR BACKFILL
BEHIND, TO BE WHOLLY CONTAINED WITHIN THE
SITE ONLY IF INDICATED ON THE PLANS.

THE HEIGHT OF FENCES, INCLUDING THE HEIGHT
OF RETAINING WALLS ARE NOT TO EXCEED 2.0m
ABOVE FINISHED GROUND LEVEL, ONLY IF
INDICATED ON THE PLANS AND TO LOCAL

 

    
  
 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

AUTHORITY APPROVAL.
va THESE DRAWINGS AND DESIGN ARE SSUE| DATE ORWN/CHKD COMMENTS PROJECT DATE
ms COPYRIGHT AND WILL NOT BE USED + DESIGN RECEIVED & AGCEPTED
D e S (9 ke OR REPRODUCED BY ANY MEANS, 9/2/2017) RW | RW | PRELMINARY PLANS PROPOSED RESIDENCE SITE PLAN
a : wotly as MRION TROL PRIOR A |11/01/2018) RW | RW |GENERAL AMENDMENTS CLIENT SALES PROJECT STATUS
Mi -
vst witeo building design BESPOKE BUILDING DESIGN B (31/01/2018 AB | RW. | CONSTRUCTION DRAWINGS CONSTRUCTION DRAWINGS
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E [email protected] COMMENCEMENT OF ANY SITE WORKS DRAWING FILENUMBER | PAGE
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BESPOKE BUILDING DESIGN COORAN, QLD

 

 

 

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FLOOR AREAS:

DWELLING
GARAGE
ALFRESCO
PORCH
Total

158.20 m?
35.26 m?
13.98 m?
2.39 m?
209.83 m?

WALL LEGEND
EXTERNAL WALLS

=== - WEATHERTEX 300mm CLADDING (UNO)
- 90mm TIMBER STUD FRAME (UNO)
~ 10mm PLASTERBOARD LINING {GENERAL}
- 6mm VILLABOARD LINING (WET AREAS)

INTERNAL WALLS

c= - 90mm TIMBER STUD FRAME (UNO)
- 10mm PLASTERBOARD LINING (GENERAL)
- 6mm VILLABOARD LINING (WET AREAS)

REFER TO ENGINEERS DETAILS FOR
ARTICULATION JOINTS IF REQUIRED

LEGEND:

C1 DENOTES - 350x350x800h BRICK COLUMN WITH

100x100 HWD POST ABOVE

C2 DENOTES- 350x350 BRICK COLUMN

© DENOTES - PHOTOELECTRIC SMOKE ALARM TO
BCA VOL 23.7.2 & AS 3786

© DENOTES -

@9 DENOTES- WHIRLY BIRD ON ROOF

GAS BOTTLE/HWS LOCATION AS PER
AS $601

G@@ DENOTES- SKYLIGHT

FLOOR PLAN NOTES:

TERMITE PROTECTION IS TO BE PROVIDED IN
ACCORDANCE WITH PART 3.1.3 OF THE BCA VOL
AND AS 3660.1.

PROVIDE A STATEMENT OF PROTECTION METHOD
FROM A TERMITE MANAGEMENT

PROFESSIONAL IN CONJUNCTION WITH THESE
DRAWINGS AT THE TIME OF SUBMISSION FOR
BUILDING APPLICATION APPROVAL.

TOILET DOORS TO BE PROVIDED WITH LIFT-OFF
HINGES

INSECT/SECURITY SCREENS TO WINDOWS AND
DOORS ARE AS PER BUILDERS SPECIFICATIONS
UNO

CONSTRUCTION IS NOT TO COMMENCE PRIOR TO
FULL APPROVAL BEING GRANTED IN WRITING BY
THE CERTIFIER AND LOCAL AUTHORITY

MECHANICAL VENTILATION TO ENS. & BATH TO BE
IN ACCORD, WITH THE BCA PART 3.8.5 & AS 1668.2

GAS BOTTLE LOCATION AS PER AS5601

 

 

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° ©s peke

Russell Willcox

Principal Designar/Director

  

THESE DRAWINGS AND DESIGN ARE

DATE

DRWN

‘CHKD

COMMENTS

 

COPYRIGHT AND WILL NOT BE USED
OR REPRODUCED BY ANY MEANS,

19Pt 2/2017:

RW

RW

PRELIMINARY PLANS

 

WHOLLY OR PARTLY WITHOUT PRIOR A

11/01/2048!

RW

RW

GENERAL AMENDMENTS

 

WRITTEN PERMISSION FROM -
BESPOKE BUILDING DESIGN 8

 

31/01/2018

AB

RW

CONSTRUCTION DRAWINGS,

PROJECT
PROPOSED RESIDENCE

DATE
DESIGN RECEIVED & ACCEPTED

 

FLOOR PLAN

 

CUENT SALES

 

PROJECT STATUS
CONSTRUCTION DRAWINGS

 

DO_NOT SCALE FROM THIS DRAWING ©

10/03/2018}

RW

RW

RETAINING WALL ADDED

 

VERIFY ALL DIMENSIONS PRIOR TO

 

 

 

 

i; COMMENCEMENT OF ANY SITE WORKS
AND REFER ANY DISCREPANCIES TO
BESPOKE BUILDING DESIGN

 

 

 

 

 

CLIENT
MACINTOSH, Douglas

 

LOCATION

LOT 37 ON SP254354
BREWERS ROAD
COORAN, QLD.

SCALE SHEET SIZE | BCACLASS| ISSUE
INDICATED) =A la Cc

 

 

 

 

DRAWING FILE NUMBER PAGE
BI71211 3

 

 

 

Page 5

 

 

HAWKESBURY NATURAL 600x600 STONE

 

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COLORBOND FASCIAS AND
GUTTERS

POWDERCOATED ALUM
WINDOWS AND DOOR FRAMES

in WEATHERTEX SELFLOK TEXWOOD -

 

 

 

 

  

GECL

 

2.1x4.8 PANEL-LIFT-DOOR

SELECTED TIMBER FRONT
ENTRANCE DOOR

 

350x350x800h BRICK COLUMNS
WITH 100x100 HWD POSTS ABOVE

 

 
  

GECL

SMOOTH CLADDING {300mm}

COLORBOND ROOF SHEETING
FIXED TO MANUF. SPECS.

NOTES:

GANGNAIL TRUSSES TIED DOWN, BRACED,
FABRICATED AND INSTALLED TO TRUSS.
MANUFACTURERS SPECIFICATIONS,

 

 

 

 

 

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Despe ke
austell ileox building design

Principal Designer/Director

    

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THESE DRAWINGS AND DESIGN ARE ISSUE | DATE [DRWN |CHKO COMMENTS PROJECT DATE

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BESPOKE BUILDING DESIGN COORAN, QLD

 

 

 

 

 

 

 

 

 

 

 

 

Page 6

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NOTES:

TERMITE PROTECTION IS TO BE PROVIDED IN
ACCORDANCE WITH PART 3.1.3 OF THE BCA VOL 2

 

      

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

20100 AND AS 3660.1.
15360. 4740 PROVIDE A STATEMENT OF PROTECTION METHOD
° a0 FROM A TERMITE MANAGEMENT PROFESSIONAL IN
g 3 32 CONJUNCTION WITH THESE DRAWINGS AT THE TIME
8 2 28 OF SUBMISSION FOR BUILDING APPLICATION
30 j APPROVAL
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4740 | WITH THE BCA VOL 2 PART 3.8.1
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” | ANGLES, BOND BREAKERS & HOBS ARE IN
Dp “NT RDANCE WITH AS 374
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° ew ONS teil vB vB we BRACING PLANS, ALL STEEL/TIMBER SIZING & FIXING
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4780 70011700 3300 2480 : FW DENOTES- FLOOR WASTE
| 2753 47 |, PROVIDE ELEC. CONDUIT (dw) 7 : LT. DENOTES - LAUNDRY TUB
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DATE
THESE DRAWINGS AND DESIGN ARE ISSUE} DATE DRWN |CHKO COMMENTS PROJECT
es COPYRIGHT AND WILL NOT BE USED - SNNARV FLAN DESIGN RECEIVED & ACCEPTED SLAB SETOUT PLAN
eC S ( eS OR REPRODUCED BY ANY MEANS, VSN272017) RW | RW | PREUMINA PROPOSED RESIDENCE
S WHOLLY OR PARTLY WITHOUT PRIOR A THV/O1/20181 RW | RW [GENERAL AMENDMENTS CLIENT SALES PROJECT STATUS
oy . A
building design BESPOKE BUILDING DESIGN 8 /31/01/2018, AB | RW | CONSTRUCTION DRAWINGS CONSTRUCTION DRAWINGS
pussel wilcox SCALE SHEET SIZE | BCACLASS| ISSUE
ir i it Cc it 181 RW} RW [RETAINING WALL ADDED.
Principal Designer /Director DO NOT SCALE FROM THIS DRAWING 0/03/20 CLIENT LOCATION INDICATED A3 la Cc
ae VERIFY ALL DIMENSIONS PRIOR TO MACINTOSH, Douglas LOT 37 ON $P254354
| COMMENCEMENT OF ANY SITE WORKS BREWERS ROAD oRAWING fe NUMBER | PAGE 5
AND REFER ANY DISCREPANCIES T
BESPOKE BUILDING DESIGN COORAN, QLD

 

 

 

Page 7

 

 

da

75°

 

 

Area
28 m?

 

 

 

 

 

 

 

 

ce Area
TOTAL ROOF CATCHMENT ~ ae 2s
AREA 225 m2 167 m? ——
(6 DOWNPIPES REQUIRED @40sqm/DP) (5 dp’s}

8 DOWNPIPES PROVIDED

 

  

 

dp

 

dp

 

dp

(dp

 

 

 

 

() ROOF CATCHMENT PLAN

/ 1: 100

 

 

 

 

 

 

‘Controlled back gap with—

 

(a)la permanent minimum 10 mm spacer
installed between the gutter back and
he fascia; and

 

‘b)ione spacer per bracket, with the spacer

5
not more than 50 mm wide: and 1

 

2

the back of the gutter installed a
minimum of 10 mm below the top of the
fascia.

 

 

 

 

 

Top of fascia

Spacer

(GUTTER INDICATIVE ONLY}

 

 

(> GUTTER DETAIL
\ NTS

ROOFWATER DRAINAGE GENERAL NOTES:

ALL ROOFWATER DRAINAGE SYSTEMS MUST BE
CONNECTED TO A STORMWATER DRAINAGE
SYSTEM COMPLYING WITH BCA PART 3.1.2,
DRAINAGE OR AS/NZS3500.

THE ROOF DRAINAGE SYSTEM MUST BE PROVIDED
WITH AN OVERFLOW TO PREVENT THE BACKFLOW
OF WATER INTO THE BUILDING.

THE AREA SPECIFIC RAINFALL INTENSITY MUST BE
SELECTED FROM BCA TABLE 3.5.2.1 OR FROM
AS/NZS3500.

GUTTERS AND DOWNPIPES MUST BE SELECTED
FROM BCA TABLE 3.5.2.2 OR FROM AS/NZS3500.

EAVES GUTTERS MUST BE INSTALLED AT A FALL NOT
LESS THAN 1 IN 500 WITH SUPPORT BRACKETS AT
1.2m MAXIMUM CENTRES.

BOX GUTTERS MUST BE INSTALLED AT A FALL NOT
LESS THAN 1 IN 100, IN ACCORDANCE WITH
AS/NZS3500.3.

THE WIDTH OF VALLEY GUTTERS SHALL BE IN
ACCORDANCE WITH AS/NZS3500.3 AND BCA PART
3.5.2.

REFER TO ROOF SHEETING MANUFACTURERS
SPECIFICATIONS FOR LIMITATIONS ON SHEET
OVERHANGS INTO VALLEY GUTTERS.

THE MAXIMUM ROOF CATCHMENT AREA FOR
VALLEY GUTTERS IS 20m2.

VALLEY GUTTERS ON ROOFS PITCHED LESS THAN
12.5° MUST BE DESIGNED AS BOX GUTTERS.

DOWNPIPES MUST SERVE NOT MORE THAN 12
METRES OF GUTTER LENGTH FOR EACH DOWNPIPE

WHICH MUST BE LOCATED AS CLOSE AS POSSIBLE

TO VALLEY GUTTERS.

EAVES GUTTERS MUST BE PROVIDED WITH AN

OVERFLOW SYSTEM WHERE DOWNPIPES ARE

LOCATED MORE THAN 1.2 METRES FROM A

VALLEY GUTTER.

TABLE 3.5.2.1 RAINFALL DURATION INTENSITY

5 MINUTE DURATION RAINFALL INTENSITY
NOOSA HEADS -20YEARS = 258mm/h
-100YEARS 331mm/h

TABLE 3.5.2.2 GUTTER & DOWNPIPE SELECTION
FROM TABLE A & B

40sqm - A - MEDIUM RECTANGULAR GUTTER or
D -125mm D GUTTER

FROM TABLE C

90mm DIAMETER DOWNPIPE

TABLE 3.5.2.3 OVERFLOW VOLUME
FROM TABLE A

350mm/h —12.0m GUTTER [email protected] (L/s/m} = 18L/s
FROM TABLE B

350mm/h- 40sqm = 3.9(L/s)

USE CONTROLLED BACK GAP (SEE DETAIL)
= 1.5 L/s/m x 12.0m = 18.0L/s

 

 

bespeke

building design

Russell Willcox

Principal Designes/Director

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

THESE DRAWINGS AND DESIGN ARE issue | DATE ‘DRWN/CHKD COMMENTS PROJECT DATE

COPYRIGHT AND WiLL NOT BE USED ~ DESIGN RECEIVED & ACCEPTED

OR REPRODUCED BY ANY MEANS, TaN 2/2017] RW | RW | PRELIMINARY PLANS PROPOSED RESIDENCE ROOF CATCHMENT PLAN

WHOLLY CRUISION FROME PRIOR A |11/01/2018) RW | RW | GENERAL AMENDMENTS CLIENT SALES PROJECT STATUS

wi -

BESPOKE BUILDING DESIGN 3 [31/01/2018| AB | RW | CONSTRUCTION DRAWINGS CONSTRUCTION DRAWINGS

DO NOT SCALE FROM THIS DRAWING C | 10/03/2018} RW | RW [RETAINING WALL ADDED. CLIENT LOCATION SCALE SHEET SIZE BCA CLASS ISSUE

FE. VeRIFY ALL DIMENSIONS PRIOR TO MACINTOSH, Douglas LOT 37 ON SP254354 INDICATED, AS la c

COMMENCEMENT OF ANY SITE WORKS DRAWING FILE NUMBER | PAGE

AND REFER ANY DISCREPANCIES TO BREWERS ROAD BI71211 6

BESPOKE BUILDING DESIGN COORAN, QLD

 

 

 

 

 

 

 

 

 

 

 

Page 8

 

SELECTED CLADDING FIXED

COLORBOND ROOF SHEETING

FIXED TO MANUF. SPECS.

LINTELS TO ENGINEERS’ DETAILS

TO MANUFACTURERS’ SPECS.

 

 

 

 

 

 

 

 

 

 

 

 

GF CL

     

 

 

 

 

2100

   
 
  

  

 

 

 

 

 

 

 

 

;
|
|
GARAGE
|

‘a 100mm CONC. SLAB

 

 

 

 

 

 

 

1: 100

SELECTED INSULATION IN ACCORD.
WITH ENERGY EFFICIENCY REPORT

(WALLS, ROOF &/or CEILING)

ROOF BEAM TO ENGINEERS’

F.C EXT. CEILINGS & SOFFITS

150x150 HWD POST ON GAL STIRRUPS.

R.CONC. FOOTINGS TO
ENGINEERS’ SPECS.

MASS CONC. TO
ENGINEERS’ SPECS.

 

i

   
 
  
 

DETAILS
GFCL
2400 GEWH __

 

POWDERCOATED ALUM. WINDOW & DOOR FRAMES

 

   
 

 

 

2100

 

 

 

 

 

 

 

 

 

 

 

Q.D.C. MP 4.1 SUSTAINABLE BUILDINGS - ENERGY EFFICIENT DOMESTIC SERVICES

* ENERGY EFFICIENT LIGHTING

CLASS 1 BUILDINGS, INCLUDING A VERANDAH, BALCONY
OR AN ENCLOSED CLASS 10a BUILDING ATTACHED TO A
CLASS | BUILDING, HAVE:

(@} ARTIFICIAL LIGHTING THAT COMPLIES WITH PART

3.12.5.5 OF BCA 2010

(VOLUME 2}; or

(b) ENERGY EFFICIENT LIGHTING FOR A MINIMUM OF

80 PER CENT OF TOTAL FIXED ARTIFICIAL LIGHTING.

* HOT WATER SUPPLY

A WATER HEATER IN A HOT WATER SUPPLY SYSTEM CAN BE
AN ELECTRICAL RESISTANCE HEATER OR ANY OTHER TYPE
OF HEATER.

* SHOWER ROSE
IN AREAS SERVICED BY A WATER SERVICE PROVIDER, ALL

* TOILETS

IN AREAS SERVICED. BY A WATER SERVICE PROVIDER, ALL
TOILET CISTERNS:
(a) HAVE A DUAL FLUSH FUNCTION AND HAVE A
MINIMUM 4-STAR WATER EFFICIENCY LABELLING
AND STANDARDS RATING; AND
{®) ARE COMPATIBLE WITH THE SIZE OF THE
TOILET BOWL TO ALLOW FOR PROPER FUNCTIONING
OF THE TOILET.

* TAP WARE

IN CLASS 1 AND CLASS 2 BUILDINGS, IN AREAS SERVICED.
BY A WATER SERVICE PROVIDER, TAP WARE WITH A
MINIMUM 3- STAR WATER EFFICIENCY LABELLING AND
STANDARDS RATING SERVES:

{a) LAUNDRY TUBS; AND.

(b) KITCHEN SINKS; AND

 

 

RAFTERS SIZED & TIED DOWN
TO ENGINEERS' DETAILS

  

 

 

ALFRESCO

 
      

 

 

 

  
 

i

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

GECL_
2400 GFWH _

 

 

  

7.5°

cc COLORBOND FASCIA & GUTTERS.

 

2100

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
 
     

  

Pe

( . SECTION C
Cc. 4: 100

 

 

A

SLAB & FOOTINGS TO ENGINEERS DETAILS

SHOWER ROSES HAVE A MINIMUM 3-STAR WATER {c) BASINS.
EFFICIENCY LABELLING AND STANDARDS RATING.
F.C. CEILING LINING TO PORCH
CYCLONE RODS AS PER ENG. SPECS.
NOTES:

TERMITE PROTECTION IS TO BE PROVIDED IN
ACCORDANCE WITH PART 3.1.3 OF THE BCA VOL 2
AND AS 3660.1.

PROVIDE A STATEMENT OF PROTECTION METHOD
FROM A TERMITE MANAGEMENT PROFESSIONAL IN
CONJUNCTION WITH THESE DRAWINGS AT THE TIME
OF SUBMISSION FOR BUILDING APPLICATION
APPROVAL

ALL WET AREAS TO BE CONSTRUCTED TO COMPLY
WITH THE BCA VOL 2 PART 3.8.1

BUILDER TO ENSURE THAT FALLS, WATER STOP
ANGLES, BOND BREAKERS & HOBS ARE IN
ACCORDANCE WITH AS 3740

REFER TO ENGINEERS DETAILS FOR HOLD DOWN &
BRACING PLANS, ALL STEEL/TIMBER SIZING & FIXING
DETAILS, SLAB & FOOTING DETAILS AND LINTEL
SIZING & FIXING

 

 

bespeke

building design

Russell Willeox
Principal Designer/Director

7336, Urangon 0

    

 

THESE DRAWINGS AND DESIGN ARE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ISSUE | DATE {DRWN |CHKD COMMENTS PROJECT DATE
OR REPRODUCED BY ANY MEANS, 1/017 | HEIR Ls PROPOSED RESIDENCE omen cee eres? SECTIONS/QDC NOTES
WHOUY PRUSION ROL PRIOR A | 41/01/2018] RW | RW {GENERAL AMENDMENTS. CLIENT SALES PROJECT STATUS
BESPOKE BUILDING DESIGN B [31/01/2018] AB | RW. | CONSTRUCTION DRAWINGS CONSTRUCTION DRAWINGS
DO NOT SCALE FROM THIS DRAWING |_<__!2”sarel_w_|Rit_| RETAINING Watt ADDED CLIENT LOCATION SCALE SHEET SIZE | BCACLASS | — ISSUE
VERFY All DIMENSIONS PRORTO MACINTOSH, Dougias LOT 37 ON $P254354 INDICATED] AS la c
jase : NT OF A BREWERS ROAD DRAWING FILE NUMBER | PAGE
16 BESPOKE BULOING DSSION COORAN, QLD BI71211 7

 

 

 

Page 9

 

SELECTED INSULATION IN ACCORD, rrr

WITH ENERGY EFFICIENCY REPORT
(WALLS, ROOF &/or CEILING}

ROOF BAITTENS SIZED, SPACED
& FIXED TO ENG. DETAILS.

GANGNAIL TRUSSES TIED
DOWN TO TRUSS MANUF.

ENGINEERS DETAILS
|

COLORBOND ROOF SHEETING
FIXED TO MANUF. SPECS. rrr

COLORBOND FASCIA & GUTTER

F.C SOFFITING.

POWDERCOATED ALUM. WINDOW & DOOR FRAMES

    

 

 

 

=
La “at PITCH INDICATED ON ELEVATIONS

 

 

 

im EL mt

EL

 

Bl

PLY BRACE PANEL (900mm MIN)

|

| (6.0KN/m)

 

TOP PLATE

WB2
METAL STRAPS (1800-2700mm}
L (1.5kN/m} L
4

 

 

 

pS LINTELS TO ENG, DETAI

lg ———— 10mm PLASTERBOARD

 

 

SELECTED CLADDING FIXED TO
MANUFACTURERS SPECS

SISILATION TO BUILDER'S SPECS. mri

1:20 FOR FIRST 1000 {SOmm FALL) ON
~~

   

 

LS

CEILING & WALL LINING.

Hiri i
L- CEILING BATIENS @ 450mm CTRS.
TOP PLATES TO ENG. DETAILS
pS TIMBER FRAMES TO ENG. DETAILS

CYCLONE RODS AS PER ENG. SPECS.
/ BOTTOM PLATES TO ENG. DETAILS
p—— 100mm CONC. SLAB

SLAB FABRIC TO ENG. SPECS. |
¥

INDICATED ON ELEVATIONS.

 

 

 

 

 

 

pMi2 BOLTS

be

 

 

 

 

 

STUDS

 

 

 

 

 

 

 

BOTTOM PEATE

 

 

 

 

 

 

i

 

 

 

7 go,

 

 

 

 

 

 

 

 

 

 

 

     

 

 

 

 

 

 

 

 

 

 

  

 

 

FLOOR

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

RRR ,
R.CONC. EDGEBEAM IS SSO = WB1 NOTES: WB2 NOTES:
DEPTH TO ENG. SPECS} RORORTRORT ROR
( . } ESS NY co SS KREG NX JS A 13kN CAPACITY CONNECTION EACH END 1. TENSIONED GAL METAL STRAP (0.8mm MIN THICK, 15.2mm2 SECTIONAL AREA)
ES SA ent KS SS NISSS NSS ‘ & INTERMEDIATELY @1200 CTRS - FIXED TO STUDS WITH 1, 30x2.8 GAL FLATHEAD NAIL &
ZR a CRUE YYZ RRA 1. M12 BOLT or - FIXED TO PLATESS WITH 3, 30x2.8@ GAL FLATHEAD NAILS (or equi
SSSIPEWNWWSOQWW.iw~ «W00~w~wW Mr ws 2. M12 THREADED ROD BETWEEN TOP AND BOTIOM PLATE 2, EX BOTTOM PLATS TO FLOOR FRAME OR SLAB win Non eau ONLY
0.2mm POLY. MEMB. 3. PLYWOOD TO BE NAILED WITH [email protected] GAL FLATHEAD NAILS (AS PER AS 1684.2 TABLE 9.4}
50mm MIN. COMP. SAND. (150mm CTRS ON STUDS AND 50mm CTRS ON 1/B PLATES)
R.CONC. STIFFENING BEAM
uso THESE DRAWINGS AND DESIGN ARE ISsué | DATE _(ORWN|CHKD COMMENTS PROJECT DATE
BS COPYRIGHT AND WILL NOT BE USED - DESIGN RECEIVED & ACCEPTED
b eC Ss D (? ke OR REPRODUCED BY ANY MEANS, V9nai2017] RW | RW | PRELIMINARY PLANS PROPOSED RESIDENCE TYPICAL SECTION & DETAILS
oo . WHOLLY OR PARTLY WITHOUT PRIOR A 111/01/2018; RW | RW. [GENERAL AMENDMENTS CLIENT SALES PROJECT STATUS
WRITTEN PERMISSION FROM -
cctimm building design BESPOKE BUILDING DESIGN Simian | BW [CONSTRUCTON DEANS CONSTRUCTION DRAWINGS
Principal Designer/Director DO NOT SCALE FROM THIS DRAWING C {10/03/2018} RW | RW [RETAINING WALL ADDED CLIENT LOCATION SCALE 3 ne CLASS, ‘C
VERIFY ALL DIMENSIONS PRIOR TO MACINTOSH, Douglas LOT 37 ON $P254354 INDICATED a
COMMENCEMENT OF ANY SITE WORKS DRAWING FILE NUMBER | PAGE
AND REFER ANY DISCREPANCIES TO BREWERS ROAD BI71211 . 8
2 BESPOKE BUILDING DESIGN. COORAN, QLD

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 10

 

1/75mm x 3.75 GROOVED NAIL DESIGN
STRENGTH 0.85Kn, REQ. STRENGTH 0.75Kn

r RAFTER/TRUSS

 

 

»_/i TOP PLATE

 

ahh fi

 

ee ee

LINTEL
WINDOW/DOOR OPENING

 

 

 

NOGGIN TO STUD FIXING BY 2/75 x

 

 

3.05mm NAILS SKEWED OR NAILED

 

 

 

 

 

 

 

BOTTOM PLATE

PLATE TO STUD FIXING (PLATE TO 38mm) BY 2/75x3.05mm NAILS
THROUGH PLATE (PLATE 38 TO 50mm] BY 2/90x3.05mm NAILS THROUGH
PLATE OR 2/75x3.05mm NAILS SKEWED THROUGH STUD INTO PLATE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

T FLoor

TIE DOWN NOTES:
lL

30x0.8 LOOPED STRAP EACH RAFTER/TRUSS WITH 4, 2.80 NAILS EACH END
DESIGN STRENGTH - 13KN, REQUIRED STRENGTH 8.9KN
(2 LOOPED STRENGTH TO GIRDER TRUSS AND TRUNCATED GIRDER TRUSS}

2. 30x0.8 LOOPED STRAP @900CTRS (MAX) FROM LINTEL WITH 4 NAILS EACH END
DESIGN STRENGTH - 12kN, REQUIRED STRENGTH 6,2kN

3. M12 ANCHOR RODS @1800CTRS (MAX) WITHIN 100mm OF CORNERS AND

OPENINGS

DESIGN STRENGTH - 20kN, REQUIRED STRENGTH 12.0kN

4, UNDER WINDOW, NOMINAL FIXINGS 1/75mm MASONRY NAIL, SCREW OR BOLT @

1200CTRS (MAX)

5. ROOF LOAD WIDTH AND UPLIFT LOAD WIDTH ARE DESCRIBED IN CLAUSE 2.6.4 &

9.6.2 OF AS 1684.2

6, LINTELS SUPPORTING GIRDER AND TRUNCATED TRUSSES TO BE SIZED BY BUILDER

 

() TYPICAL TIE DOWN DETAILS
—, 1:25

   

90x35 F8 {1 BOLT) OR
1 20x35 F8 (2 BOLTS}
AS PER TABLE

 

 

 

SHEAR STRENGTH:

MIO BOLT _[M12BOLT _ [2/M10 BOLTS [2/M12 BOLTS
[34 [2.6kN 3.1kN 5.1kN 6.1KN
D4l4.3kN S.1KN 8.4kN 9.8kN

 

 

 

 

 

 

RAFTERS, CEILING JOISTS OR
TRUSSES TO BRACING WALL

BOLTS or NAILS AS PER TABLE -——-;
BELOW. BLOCKING TO BE i
EACH SIDE OF RAFTER/TRUSS
BOTTOM CHORD

   
   
   

BLOCKING PIECES
LARGE ENOUGH

 

 

 

 

TO AVOID
SPLITTING
x
GAP TO
TRUSS
I: BRACING WALL
SHEAR STRENGTH:
473.33 NAILS [M12 BOLT
(34 [2.8kN 3.1kN
[9D4[4.0kN S.1KN

 

 

 

RAFTERS, CEILING JOISTS OR
TRUSSES TO BRACING WALL

BRACING WALL

FRAMING ANCHORS {LEGS NOT BENT}
6/2.8 NAILS EACH FACE

PROVIDE CLEARANCE
WHERE ROOF IS TRUSSED

   
   

po TRUSS, RAFTER OR
' CEILING JOIST

SHEAR STRENGTH:
3.3kN
(JD4| [49kN |

RAFTERS, CEILING JOISTS OR
TRUSSES TO BRACING WALL

— 2/30x0.8mm G.I. STRAPS
WITH 4/2.8 NAILS EACH

     
 

INTERNAL

BRACING WALL TOP PLATE

EXTERNAL WALL

SHEAR STRENGTH:

4.4kN
6.6kN

 

RAFTERS, CEILING JOISTS OR
TRUSSES TO BRACING WALL

 

 

bespG6ke
souat viteon building design

Principal Designer/Director

Urangen OLE 4658

    

THESE DRAWINGS AND DESIGN ARE ISSUE} DATE DRWN1CHKD

 

COMMENTS

 

   

COPYRIGHT AND WILL NOT BE USED.

OR REPRODUCED BY ANY MEANS, © F19/12/2017) RW | RW | PRELIMINARY PLANS:

 

  

 

 

PROJECT
PROPOSED RESIDENCE

DESIGN RECEIVED & ACCEPTED

DATE
TYPICAL TIEDOWN DETAILS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Warten CR PISION TRO PRIOR ‘A /H1/01/2018) RW | RW |GENERAL AMENDMENTS CUENT SALES PROJECT STATUS
BESPOKE BUILDING DESIGN 8 31/01/2018, AB | RW | CONSTRUCTION DRAWINGS CONSTRUCTION DRAWINGS
DO_NOT SCALE FROM THIS DRAWING _©_Hs?18)_ RY RY REANING WALL AODED CLIENT LOCATION SCALE SHEET SIZE | BCACLASS | ISSUE
ZEBES VeRIY ALL DIMENSIONS PRIOR TO MACINTOSH, Douglas LOT 37 ON SP254354 INDICATED AS la c
| AND REFER ANY DISCREPANCIES TO BREWERS ROAD DRAWING FiLE NUMBER | PAGE
BESPOKE BUILDING DESIGN COORAN, QLD BI71211 9

 

 

 

 

Page 11

 

WORK HEALTH

1, FALLS, SLIPS, TRIPS

a) WORKING AT HEIGHTS

DURING CONSTRUCTION

WHEREVER POSSIBLE, COMPONENTS FOR THIS BUILDING
SHOULD BE PREFABRICATED OFF-SITE OR AT GROUND
LEVEL TO MINIMISE THE RISK OF WORKERS FALLING
MORE THAN TWO METRES. HOWEVER, CONSTRUCTION
OF THIS BUILDING WILL REQUIRE WORKERS TO BE
WORKING AT HEIGHTS WHERE A FALL IN EXCESS OF TWO
METRES IS POSSIBLE AND INJURY IS LIKELY TO RESULT
FROM SUCH A FALL. THE BUILDER SHOULD PROVIDE A
SUITABLE BARRIER WHEREVER A PERSON IS REQUIRED TO
WORK IN A SITUATION WHERE FALLING MORE THAN TWO.
METRES IS A POSSIBILITY,

DURING OPERATION OR MAINTENANCE

CLEANING AND MAINTENANCE OF WINDOWS, WALLS,
ROOF OR OTHER COMPONENTS OF THIS BUILDING WILL
REQUIRE PERSONS TO BE SITUATED WHERE A FALL FROM
A HEIGHT IN EXCESS OF TWO METRES IS POSSIBLE. WHERE
THIS TYPE OF ACTIVITY IS REQUIRED, SCAFFOLDING,
LADDERS OR TRESTLES SHOULD 8E USED IN
ACCORDANCE WITH RELEVANT CODES OF PRACTICE,
REGULATIONS OR LEGISLATION.

b) SLIPPERY OR UNEVEN SURFACES

FLOOR FINISHES

THE OWNER IS RESPONSIBLE FOR THE SELECTION OF
SURFACE FINISHES IN THE PEDESTRIAN TRAFFICABLE
AREAS OF THIS BUILDING. SURFACES SHOULD BE
SELECTED IN ACCORDANCE WITH AS HB 197:1999 AND
AS/NZ 4586:2004.

STEPS, LOOSE OBJECTS AND UNEVEN

SURFACES

CONTRACTORS SHOULD BE REQUIRED TO MAINTAIN A
TIDY WORK SITE DURING CONSTRUCTION,
MAINTENANCE OR DEMOLITION TO REDUCE THE RISK OF
TRIPS AND FALLS IN THE WORKPLACE. MATERIALS FOR
CONSTRUCTION OR MAINTENANCE SHOULD BE STORED
IN DESIGNATED AREAS AWAY FROM ACCESS WAYS AND
WORK AREAS.

2. FALLING OBJECTS

LOOSE MATERIALS OR SMALL OBJECTS

CONSTRUCTION, MAINTENANCE OR DEMOLITION WORK
ON OR AROUND THIS BUILDING IS LIKELY TO INVOLVE
PERSONS WORKING ABOVE GROUND LEVEL OR ABOVE
FLOOR LEVELS. WHERE THIS OCCURS ONE OR MORE OF
THE FOLLOWING MEASURES SHOULD BE TAKEN TO
AVOID OBJECTS FALLING FROM THE AREA WHERE THE
WORK IS BEING CARRIED OUT ONTO.

2. FALLING OBJECTS (cont.)

PERSONS BELOW.

1. PREVENT OR RESTRICT ACCESS TO AREAS BELOW
WHERE THE WORK IS BEING CARRIED OUT.

2. PROVIDE TOE BOARDS TO SCAFFOLDING OR WORK
PLATFORMS.

3. PROVIDE PROTECTIVE STRUCTURE BELOW THE WORK
AREA.

4, ENSURE THAT ALL PERSONS BELOW THE WORK AREA
HAVE PERSONAL PROTECTIVE EQUIPMENT.

BUILDING COMPONENTS

DURING CONSTRUCTION, RENOVATION OR DEMOLITION
OF THIS BUILDING, PARTS OF THE STRUCTURE INCLUDING
FABRICATED STEELWORK, HEAVY PANELS AND MANY
OTHER COMPONENTS WILL REMAIN STANDING PRIOR TO
OR AFTER SUPPORTING PARTS ARE IN PLACE.
CONTRACTORS SHOULD ENSURE THAT TEMPORARY
BRACING OR OTHER REQUIRED SUPPORT IS IN PLACE AT
ALL TIMES WHEN COLLAPSE WHICH MAY INJURE
PERSONS IN THE AREA IS A POSSIBILITY.

MECHANICAL LIFTING OF MATERIALS AND
COMPONENTS DURING CONSTRUCTION, MAINTENANCE
OR DEMOLITION PRESENTS A RISK OF FALLING OBJECTS.
CONTRACTORS SHOULD ENSURE THAT APPROPRIATE
LIFTING DEVICES ARE USED, THAT LOADS ARE PROPERLY
SECURED AND THAT ACCESS TO AREAS BELOW THE LOAD
1S PREVENTED OR RESTRICTED.

3. TRAFFIC MANAGMENT

BUSY CONSTRUCTION AND DEMOLITION SITES PRESENT A
RISK OF COLLISION WHERE DELIVERIES AND OTHER
TRAFFIC ARE MOVING WITHIN THE SITE. A TRAFFIC
MANAGEMENT PLAN SUPERVISED BY TRAINED TRAFFIC
MANAGEMENT PERSONNEL SHOULD BE ADOPTED FOR
THE WORK SITE.

4. SERVICES

RUPTURE OF SERVICES DURING EXCAVATION OR OTHER
ACTIVITY CREATES A VARIETY OF RISKS INCLUDING
RELEASE OF HAZARDOUS MATERIAL. EXISTING SERVICES
ARE LOCATED ON OR AROUND THIS SITE. WHERE
KNOWN, THESE ARE IDENTIFIED ON THE PLANS BUT THE
EXACT LOCATION AND EXTENT OF SERVICES MAY VARY
FROM THAT INDICATED. SERVICES

4. SERVICES (cont.)

SHOULD BE LOCATED USING AN APPROPRIATE SERVICE
(SUCH AS DIAL BEFORE YOU DIG), APPROPRIATE
EXCAVATION PRACTICE SHOULD BE USED AND, WHERE
NECESSARY, SPECIALIST CONTRACTORS SHOULD BE
USED.

OVERHEAD POWER LINES ARE NEAR OR ON THIS SITE.
THESE POSE A RISK OF ELECTROCUTION IF STRUCK OR
APPROACHED BY LIFTING DEVICES OR OTHER PLANT
AND PERSONS WORKING ABOVE GROUND LEVEL.
WHERE THERE IS A DANGER OF THIS OCCURRING,
POWER LINES SHOULD BE, WHERE PRACTICAL,
DISCONNECTED OR RELOCATED. WHERE THIS IS NOT
PRACTICAL ADEQUATE WARNING IN THE FORM OF
BRIGHT COLOURED TAPE OR SIGNAGE SHOULD BE USED
OR A PROTECTIVE BARRIER PROVIDED.

5. MANUAL TASKS

COMPONENTS WITHIN THIS DESIGN WITH A MASS IN
EXCESS OF 25KG SHOULD BE LIFTED BY WO OR MORE
WORKERS OR BY MECHANICAL LIFTING DEVICE. WHERE
THIS IS NOT PRACTICAL, SUPPLIERS OR FABRICATORS
SHOULD BE REQUIRED TO LIMIT THE COMPONENT MASS,

ALL MATERIAL PACKAGING, BUILDING AND
MAINTENANCE COMPONENTS SHOULD CLEARLY SHOW
THE TOTAL MASS OF PACKAGES AND WHERE PRACTICAL
ALL ITEMS SHOULD BE STORED ON SITE IN A WAY WHICH
MINIMISES BENDING BEFORE LIFTING.ADVICE SHOULD
BE PROVIDED ON SAFE LIFTING METHODS IN ALL AREAS
WHERE LIFTING MAY OCCUR. CONSTRUCTION,
MAINTENANCE AND DEMOLITION OF THIS BUILDING WILL.
REQUIRE THE USE OF PORTABLE TOOLS AND EQUIPMENT.
THESE SHOULD BE FULLY MAINTAINED IN ACCORDANCE
WITH MANUFACTURER'S SPECIFICATIONS AND NOT USED
WHERE FAULTY OR (IN THE CASE OF ELECTRICAL
EQUIPMENT) NOT CARRYING A CURRENT ELECTRICAL
SAFETY TAG. ALL SAFETY GUARDS OR DEVICES SHOULD.
BE REGULARLY CHECKED AND PERSONAL PROTECTIVE
EQUIPMENT SHOULD BE USED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATION.

6. HAZARDOUS SUBSTANCES

POWDERED MATERIALS

MANY MATERIALS USED IN THE CONSTRUCTION OF THIS
BUILDING CAN CAUSE HARM IF INHALED IN POWDERED
FORM. PERSONS WORKING ON OR IN THE BUILDING
DURING CONSTRUCTION, OPERATIONAL MAINTENANCE
OR DEMOLITION SHOULD ENSURE GOOD VENTILATION
AND WEAR PERSONAL PROTECTIVE EQUIPMENT
INCLUDING PROTECTION

6. HAZ. SUBSTANCES (cont.)

AGAINST INHALATION WHILE USING POWDERED
MATERIAL OR WHEN SANDING, DRILLING, CUTTING OR
OTHERWISE DISTURBING OR CREATING POWDERED
MATERIAL.

TREATED TIMBER

THE DESIGN OF THIS BUILDING INCLUDES PROVISION
FOR THE INCLUSION OF TREATED TIMBER WITHIN THE
STRUCTURE. DUST OR FUMES FROM THIS MATERIAL CAN
BE HARMFUL. PERSONS WORKING ON OR IN THE
BUILDING DURING CONSTRUCTION, OPERATIONAL
MAINTENANCE OR DEMOLITION SHOULD ENSURE GOOD
VENTILATION AND WEAR PERSONAL PROTECTIVE
EQUIPMENT INCLUDING PROTECTION AGAINST
INHALATION OF HARMFUL MATERIAL WHEN SANDING,
DRILLING, CUTTING OR USING TREATED TIMBER IN ANY
WAY THAT MAY CAUSE HARMFUL MATERIAL TO BE
RELEASED. DO NOT BURN TREATED TIMBER.

VOLATILE ORGANIC COMPOUNDS

MANY TYPES OF GLUE, SOLVENTS, SPRAY PACKS, PAINTS,
VARNISHES AND SOME CLEANING MATERIALS AND
DISINFECTANTS HAVE DANGEROUS EMISSIONS. AREAS
WHERE THESE ARE USED SHOULD BE KEPT WELL
VENTILATED WHILE THE MATERIAL IS BEING USED AND
FOR A PERIOD AFTER INSTALLATION, PERSONAL
PROTECTIVE EQUIPMENT MAY ALSO BE REQUIRED. THE
MANUFACTURER'S RECOMMENDATIONS FOR USE MUST
BE CAREFULLY CONSIDERED AT ALL TIMES.

SYNTHETIC MINERAL FIBRE

FIBREGLASS, ROCKWOOL, CERAMIC AND OTHER
MATERIAL USED FOR THERMAL OR SOUND INSULATION
MAY CONTAIN SYNTHETIC MINERAL FIBRE WHICH MAY BE
HARMFUL IF INHALED OR IF IT COMES IN CONTACT WITH
THE SKIN, EYES OR OTHER SENSITIVE PARTS OR THE BODY.
PERSONAL PROTECTIVE EQUIPMENT INCLUDING
PROTECTION AGAINST INHALATION OF HARMFUL
MATERIAL SHOULD 8E USED WHEN INSTALLING,
REMOVING OR WORKING NEAR BULK INSULATION
MATERIAL,

TIMBER FLOORS

THIS BUILDING MAY CONTAIN TIMBER FLOORS WHICH
HAVE AN APPLIED FINISH. AREAS WHERE FINISHES ARE
APPLIED SHOULD BE KEPT WELL VENTILATED DURING
SANDING AND APPLICATION AND FOR A PERIOD AFTER
INSTALLATION. PERSONAL PROTECTIVE EQUIPMENT MAY
ALSO BE REQUIRED. THE MANUFACTURER'S
RECOMMENDATIONS FOR USE MUST BE CAREFULLY
CONSIDERED AT ALL TIMES.

7. CONFINED SPACES (cont.}

EXCAVATION AND INSTALLATION OF ITEMS WITHIN
EXCAVATIONS. WHERE PRACTICAL, INSTALLATION
SHOULD BE CARRIED OUT USING METHODS WHICH DO
NOT REQUIRE WORKERS TO ENTER THE EXCAVATION.
WHERE THIS IS NOT PRACTICAL, ADEQUATE SUPPORT FOR
THE EXCAVATED AREA SHOULD BE PROVIDED TO
PREVENT COLLAPSE. WARNING SIGNS AND BARRIERS TO
PREVENT ACCIDENTAL OR UNAUTHORISED ACCESS TO.
ALL EXCAVATIONS SHOULD BE PROVIDED.

8. PUBLIC ACCESS

PUBLIC ACCESS TO CONSTRUCTION AND DEMOLITION
SITES AND TO AREAS UNDER MAINTENANCE CAUSES RISK
TO WORKERS AND PUBLIC. WARNING SIGNS AND
SECURE BARRIERS TO UNAUTHORISED ACCESS SHOULD
BE PROVIDED. WHERE ELECTRICAL INSTALLATIONS,
EXCAVATIONS, PLANT OR LOOSE MATERIALS ARE
PRESENT THEY SHOULD BE SECURED WHEN NOT FULLY
SUPERVISED.

9. OPERATIONAL USE OF BUILDING

THIS BUILDING HAS BEEN DESIGNED AS A RESIDENTIAL
BUILDING. IF IT, AT A LATER DATE, IS USED OR INTENDED.
TO BE USED AS A WORKPLACE, THE PROVISIONS OF THE
WORK HEALTH AND SAFETY ACT 2011 OR SUBSEQUENT
REPLACEMENT ACT SHOULD BE APPLIED TO THE NEW
USE.

10. OTHER HIGH RISK ACTIVITY

ALL ELECTRICAL WORK SHOULD BE CARRIED OUT IN
ACCORDANCE WITH CODE OF PRACTICE: MANAGING
ELECTRICAL RISKS AT THE WORKPLACE, AS/NZ 3012 AND
ALL LICENSING REQUIREMENTS.

ALL WORK USING PLANT SHOULD BE CARRIED OUT IN
ACCORDANCE WITH CODE OF PRACTICE: MANAGING
RISKS OF PLANT AT THE WORKPLACE.

ALL WORK SHOULD BE CARRIED OUT IN ACCORDANCE
WITH CODE OF PRACTICE: MANAGING NOISE AND
PREVENTING HEARING LOSS AT WORK.

DUE TO THE HISTORY OF SERIOUS INCIDENTS IT 1S
RECOMMENDED THAT PARTICULAR CARE BE EXERCISED
WHEN UNDERTAKING WORK INVOLVING STEEL
CONSTRUCTION AND CONCRETE PLACEMENT. ALL THE
ABOVE APPLIES.

AND SAFETY REPORT NOTES (MANAGING RISKS IN CONSTRUCTION}

 

 

bespeke

building design
Russell Willcox

   
 

 

 

 

 

 

 

Principat Designer/Director

OLD 4

  
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

THESE DRAWINGS AND DESIGN ARE ISSUE] DATE [DRWN!CHKD COMMENTS PROJECT DATE
COPYRIGHT AND WiLL NOT BE USED 7 DESIGN RECEIVED & ACCEPTED
OR REPRODUCED BY ANY MEANS, 19/12/2017, RW | RW {PRELIMINARY PLANS PROPOSED RESIDENCE WH&S NOTES
WHOLLY OR PARTLY WITHOUT PRIOR ‘A | 11/01/2018) RW] RW | GENERAL AMENDMENTS CLIENT SALES PROJECT STATUS
BESPOKE SUILDING DESIGN 8 31/01/2018 AB | RW /CONSTRUCTION DRAWINGS CONSTRUCTION DRAWINGS
SCALE SHEET SIZE | BCACLA!
DO NOT SCALE FROM THIS DRAWING © !000/2018)_RW_ | RW_ RETAINING WALL ADDED CUENT LOCATION on med aS sc SS ‘sue
VERIFY ALL DIMENSIONS PRIOR TO MACINTOSH, Douglas LOT 37 ON SP254354
COMMENCEMENT OF ANY SITE WORKS DRAWING FILENUMBER | PAGE
AND REFER ANY DISCREPANCIES TO BREWERS ROAD BI71211 10
BESPOKE BUILDING DESIGN COORAN, QLD

 

 

Page 12

 

NOTES:

80 PERCENT ENERGY EFFICIENT GLOBES TO
ALL FIXED INTERNAL LIGHTING.

MINIMUM 4 STAR ‘MEPS’ RATED AIR
CONDITIONERS WHERE FITTED.

SYMBOLS ARE INDICATIVE ONLY. EXACT
MODEL TO BUILDER'S SPECS.

MECHANICAL VENTILATION TO ENS. & BATH
TO BE IN ACCORD. WITH THE BCA PART 3.8.5
& AS 1668.2

LEGEND:

DW DISHWASHER
PH PHONE

TV TELEVISION
FR FRIDGE

RH RANGEHOOD

EX EXTERNAL

AIC AIR CONDITIONER
HW HOTWATER

MH = MANHOLE

(CY ELECTRICAL PLAN

1: 100

 

Ne

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ELECTRICAL LEGEND:

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SYMBOL | DESCRIPTION
SWITCHBOARD/METER BOX
fam | DISTRIBUTION BOARD
~ SINGLE POWER POINT - 300 above FFL
mm =| DOUBLE POWER POINT - 300 above FFL
a SINGLE POWER POINT - 1200 above FFL (UNO
XQ __| DOUBLE POWER POINT - 1200 above FFL UNO|
mEX | WEATHERPROOF POWER POINT
[--———| | FLUORESCENT CEILING BATTEN
© LED LIGHT FITTING (ROUND}
ol LED LIGHT FITTING (SQUARE)
@® FEATURE PENDANT
+O | WALL MOUNTED LIGHT FITTING
° RECESSED DOWN LIGHT
LIGHT FITTING - FEATURE RAIL
Oo _| UGHT SWITCH - 1000 above FFL (UNO)
wi _| LIGHT SWITCH WITH DIMMER CONTROL
| 2-WAY LIGHT SWITCH
ISOLATION SW. FOR HARD WIRED FIXTURE
phPH | TELEPHONE POINT
rhIV | TELEVISION POINT
VTS | CEILING FAN - @1200mm - MINIMUM
N wa
Ts, _ | CEILING FAN - @1200mm - MINIMUM
Sfp | WITH FLUORESCENT LIGHT
) [SMOKE ALARM - HARD WIRED
AIR CONDITIONER UNIT
@ HOT WATER UNIT (storage)
HOT WATER UNIT (gas)

WIRING

 

FAN, LIGHT COMBINATION

 

FAN, HEAT, LIGHT COMBINATION

 

 

LIGHT SENSOR

 

 

ITEM

 

DOWNLIGHIS - INTERNAL - LED

 

DOWNLIGHTS - EXTERNAL - LED

 

FLOURO BATTENS - INTERNAL

 

FLOURO BATTENS - EXTERNAL

 

FLOURECENT LIGHT FITTING - ROUND

 

FEATURE PENDANTS

 

FAN LIGHTS

 

FAN HEAT LIGHTS

 

WALL LIGHTS - INTERNAL

 

WALL LIGHTS - EXTERNAL

 

SENSORS

 

POWER POINTS - SINGLE

 

POWER POINTS - DOUBLE

 

POWER POINTS - EXTERNAL

 

SMOKE ALARMS

 

TELEPHONE POINTS

 

TELEVISION POINTS

 

CEILING FANS

 

CEILING FANS WITH LIGHT

 

 

 

 

DOWN LIGHT - H20 PROOF

 

 

 

bespeke

building design

Russell Willcox

 

 

 

 

 

 

 

 

Principal Designer/Otrector

  

WO so esse, ae a. 2 s

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

THESE DRAWINGS AND DESIGN ARE issue | DATE [DRWNICHKD COMMENTS PROJECT DATE
COPYRIGHT AND WILL NOT BE USED - DESIGN RECEIVED & ACCEPTED
OR REPRODUCED BY ANY MEANS, 19/12/2017, RW. | RW | PREUMINARY PLANS PROPOSED RESIDENCE ELECTRICAL PLAN
WHOLLY OR PARTLY WITHOUT PRIOR A |15701/2018] RW | RW. GENERAL AMENDMENTS CLIENT SALES PROJECT STATUS
BESPOKE BUILDING DESIGN 8 31/01/2018) AB | RW /CONSTRUCTION DRAWINGS CONSTRUCTION DRAWINGS
DO NOT SCALE FROM THIS DRAWING | ©. oveaaotg|_ew_| av REIANING watt ADDED CLIENT LOCATION SCALE SHEET SIZE Rca CLASS | ISSUE
VERIFY ALL DIMENSIONS PRIOR TO MACINTOSH, Douglas LOT 37 ON $P254354 INDICATED) AS Q c
| COMMENCEMENT OF ANY SITE WORKS DRAWING FILENUMBER | PAGE
) AND REFER ANY DISCREPANCIES TO BREWERS ROAD BI71211 Supp-1
BESPOKE BUILDING DESIGN COORAN, QLD