PROPOSED DWELLING FOR MR. L. WATTS · mr. l. watts lot 2 #50 woodlands way parkwood job number - 5640 notes: * images are diagramatic only * refer to elevations for details proposed

MR. L. WATTS

LOT 2 #50WOODLANDS WAY

PARKWOOD

JOB NUMBER - 5640

NOTES:* IMAGES ARE DIAGRAMATIC ONLY

* REFER TO ELEVATIONS FOR DETAILS

PROPOSED DWELLING FOR

Phone (07) 55 203 022

Fax (07) 55 203 033PO Box 2845 Burleigh Heads DC Qld 4220

Address: 2/71 Township Drive, West Burleigh, QLD 4219ABN 73 097 995 616

BSA License No: 1129687Email: [email protected]

© Copyright reserved in part or whole. Writtendimensions take preference.

Contractor to verify dimensions.Notify designers of discrepancies.

Failure to do so shall voidthe designers responsibilities.

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SHEET NUMBERof

CHARTEREDMEMBER OF

MR. L. WATTS

PROPOSED DWELLING


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queensland inc.association of

building designers

Phone (07) 55 203 022







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DRAWN BY CHECKED BY

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CHARTEREDMEMBER OF

MR. L. WATTS

PROPOSED DWELLING


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building designers

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DRAWN BY CHECKED BY

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SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF

MR. L. WATTS

PROPOSED DWELLING


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building designers

DESCRIPTIONREV. DATE

PRELIMINARY PLANS ISSUEDA 250814

DENOTES LOCATION OF SMOKE DETECTORS (refer electrical layout plans), TOBE HARD WIRED WITH EMERGENCY BACK-UP AND COMPLY WITH AS 3786.

WIND SPEED AS NOMINATED ON BRACING PLAN.

PROVIDE LIFT OFF HINGES TO W.C OR OPEN OUT DOOR OR MIN 1200mm CLEARANCEFROM DOOR TO PAN.

EXHAUST FANS FROM SANITARY COMPARTMENTS TO BE DUCTED TO THE OUTSIDE

ARE AIR OR TO A VENTED ROOF SPACE AND AS PER AS 1668.2

THESE NOTES ARE NEITHER EXHAUSTIVE NOR A SUBSTITUTE FOR REGUALTIONS,STATUTORY REQUIREMENTS, BUILDING PRACTICE OR CONTRACUAL OBLIGATIONS.

ALL CONSTRUCTION MATERIALS SUPPLIED MUST TAKE INTO ACCOUNT PROXIMITY TOCOASTAL OR INDUSTRIAL ENVIRONMENTS, IN ACCORDANCE WITH MANUFACTURERS

SPECIFICATIONS

THESE PLANS ARE PROTECTED BY COPY RIGHT AND ARE THE PROPERTY OF THEAUTHOR.

MR. L. WATTSLOT 2 #50

WOODLANDS WAYPARKWOOD

JOB NUMBER - 5640

GENERAL NOTES

DO NOT SCALE PLANS, USE WRITTEN DIMENSIONS ONLY.

THE OWNER/BUILDER SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS,

SETBACKS AND SPECIFICATIONS PRIOR TO COMMENCING WORKS OR ORDERINGMATERIALS AND SHALL BE RESPONSIBLE FOR ENSURING THAT ALL BUILDING WORKS

CONFORM TO THE BUILDING CODE OF AUSTRALIA 2006, CURRENT AUSTRALIANSTANDARDS, BUILDING REGULATIONS AND TOWN PLANNING REQUIREMENTS,

REPORT ANY DISCREPANCIES TO THIS OFFICE.

ALL WORKS SHALL COMPLY WITH BUT NOT LIMITED TO THE BUILDING CODE OF

AUSTRALIAN AND THE AUSTRALIAN STANDARDS LISTED IN NOTE 4.

AS 1288 - 2006 GLASS IN BUILDINGS - SELECTION AND INSTALLATIONAS 1562 - 1992 DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDINGAS 1684 - 2010 NATIONAL TIMBER FRAMING CODEAS 2049 - 2002 ROOF TILESAS 2050 - 2002 INSTALLATION OF ROOF TILESAS 2870 - 1996 RESIDENTIAL SLAB AND FOOTINGS - CONSTRUCTIONAS/NZS 2904 - 1995 DAMP-PROOF COURSES AND FLASHINGSAS 3600 - 2000 CONCRETE STRUCTURESAS 3660 - 2000 BARRIERS FOR SUBTERRANEAN TERMITESAS 3700 - 2001 MASONRY IN BUILDINGSAS 3740 - 2004 WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGSAS 3786 - 1993 SMOKE ALARMSAS 4055 - 2006 WIND LOADINGS FOR HOUSINGAS 4100 - 1998 STEEL STRUCTURES

THESE PLANS SHALL BE READ IN CONJUNCTION WITH ANY STRUCTURAL AND CIVIL

ENGINEERING COMPUTIONS AND DRAWINGS.

SOIL CLASSIFICATION - REFER TO STRUCTURAL ENGINEERS SOIL TEST.

ALL BUILDINGS SHALL BE PROTECTED AGAINST TERMITE ATTACK IN ACCORDANCE

WITH AS 3660.1 AND A DURABLE NOTICE SHALL BE PLACED IN THE METER BOXINDICATING TYPE OF BARRIER AND REQUIRED PERIODICAL INSPECTIONS.

SAFETY GLAZING TO BE USED IN THE FOLLOWINGS CASES -i) ALL ROOMS - WITHIN 500mm VERTICAL OF THE FLOOR

ii) BATHROOMS - WITHIN 1500mm VERTICAL OF THE BATH BASEiii) FULLY GLAZED DOORS

iv) SHOWER SCREENSv) WITHIN 300mm OF A DOOR AND <1200mm ABOVE FLOOR LEVEL

vi) WINDOW SIZES ARE NOMINAL ONLY, ACTUAL SIZES WILL VARY

WITH MANUFACTURER, FLASHING ALL ROUND.

ALL GUTTERS TO BE STRAMIT QUEENSLANDER QUAD GUTTERING WITH MIN. 100x75RECTANGULAR OR 100 dia. DOWNPIPES, EACH DOWNPIPE SHALL SERVICE A MAXIMUM

ROOF AREA OF 36 sq.m OR SHALL BE POSITIONED AS PER AS 3500.3, 2003, SECTION 3.

STORMWATER TO BE TAKEN TO THE LEGAL POINT OF DISCHARGE AS DETERMINED BY

THE RELEVANT AUTHORITY.

TILED DECKS OVER LIVABLE AREAS ARE TO BE, IN THE FOLLOWING ORDER OVERTHEFLOOR JOISTS : 19mm COMPRESSED FIBRE CEMENT SHEET, WITH ONE LAYER OF

PARCHEM EMERPROOF 750 WITH A SECOND LAYER OF SAND SEED WITH A DFT OF1300 MICRON, INSTALLED TO MANUF. SPECIFICATIONS, AND FLOOR TILES OVER, ALL

CORNERS TO HAVE 20mm MASTIC SEALANT UNDER THE PARCHEM EMERPROOF 750.

FOOTINGS NOT TO ENCROACH TITLE BOUNDARIES OR EASEMENTS. IT IS

RECOMMENDED THAT WHERE BUILDINGS ARE TO BE LOCATED IN CLOSE PROXIMITYOF BUNDARIES, A CHECK SURVEY BE CONDUCTED BY A LICENSED SURVEYOR.

ALL STEELWORK IN MASONRY TO BE HOT DIP GALVANISED.

ALL WET AREAS TO COMPLY WITH BCA 3.8.1.2 AND AS 3740. SPLASH BACKS SHALL BE

IMPERVIOUS FOR 150mm ABOVE SINKS, TROUGHS AND HAND BASINS WITHIN 75mm OF

THE WALL.

PROVIDE WALL TIES AT 600mm SPACINGS BOTH VERTICAL AND HORIZONTAL ANDWITHIN 300mm OF ARTICULATION JOINTS. BRICK TIES TO BE STAINLESS STEEL.

SUB-FLOOR VENTILATION MINIMUM 7500mm sq FOR EXTERNAL WALLS AND 1500mm sq

FOR INTERNAL WALLS BELOW BEARER.

THERMAL INSULATION; R2.5 BATTS TO CEILING AND R1.5 BATTS AND REFLECTIVE FOIL

TO EXTERNAL WALLS OR AS PER ENERGY RATING.

STAIR REQUIREMENTS : MIN. TREAD 240mm, MIN. RISER 115mm, MAX. RISER 190mm,SPACE BETWEEN OPEN TREADS MAX. 125mm. TREADS TO BE NON SLIP SURFACE.

BALUSTRADES : MIN. 1000mm ABOVE LANDINGS WITH MAX. OPENING OF 125mm AND IN

ACCORDANCE WITH BCA 3.9.2FOR STAINLESS STEEL BALUSTRADE, REFER TO Table 3.9.2.1 (WIRE BALUSTRADE

CONSTRUCTION - REQUIRED WIRE TENSION AMD MAXIMUM PERMISSIBLEDEFLECTION) OF THE BCA..

THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY OF

EXISTING AND NEW STRUCTURES THROUGH-OUT CONSTRUCTION.

LEGEND

CJ CONSTRUCTION JOINTDP DOWNPIPEFP FIRE PLACEFW FLOOR WASTEHWS HOT WATER SYSTEMAC AIR CONDITIONINGPS PLUMBING STACK / DUCTSP STEEL POSTT.B.C TO BE CONFIRMEDRL RELATIVE LEVELAHD AUSTRALIAN HEIGHT DATUMCSD CAVITY SLIDING DOOROHC OVER HEAD CUPBOARDFG FIXED GLASSFSR FLOOR SPACE RATIOLB LOAD BEARINGNGL NATURAL GROUND LINEUBO UNDER BENCH OVENWO WALL OVENDW DISHWASHERMW MICROWAVEWM WASHING MACHINEWIR WALK-IN-ROBESD SLIDING GLASS DOORASW ALUMINIUM SLIDING WINDOWADH ALUM. DOUBLE HUNG WINDOWAAW ALUM. AWNING WINDOWALW ALUM. LOUVRE WINDOWBCA BUILDING CODE OF AUSTRALIAAS AUSTRALIAN STANDARDS

SITE NOTES

ALL STORMWATER AND DRAINAGE TO BE IN COMPLIANCE WITH BCAPARTS 3.1.2 & 3.5.2 AS WELL AS AS/NZS 3500.

ENSURE 90mm DIAMETER AGRICULTURAL DRAINS ARE PROVIDED TO

THE BASE OF ALL CUTS AND RETAINING WALLS AND ARE CONNECTEDTO THE STORMWATER SYSTEM VIA SILT PIT/S TO THE RBS

REQUIREMENTS.

THE EXTERNAL FINISHED SURFACE SURROUNDING THE BUILDING

MUST BE DRAINED TO MOVE SURFACE WATER AWAY FROM THEBUILDING AND GRADE TO PROVIDE A SLOPE NOT LESS THAN 50mm

OVER THE FIRST 1000mm FROM THE BUILDING.

A MINIMUM HEIGHT OF 150mm SHALL BE MAINTAINED BETWEEN THE

TOP OF THE OVERFLOW GULLY RISER & THE LOWEST FIXTURECONNECTED TO THE DRAIN. THE OVERFLOW GULLY RISER SHALL BE

LOCATED AT 75mm ABOVE SURROUNDING GROUND LEVEL OR SHALLBE FINISHED AT A HEIGHT TO PREVENT THE INGRESS OF WATER

WHEN LOCATED IN A PATH OR PAVED AREA.

CONNECT DOWNPIPES TO LEGAL POINT OF DISCHARGE VIA 100mm

DIAMETER UPVC STORMWATER PIPE LAID WITH A MINIMUM FALL OF1:100, DISCHARGE TO THE SATISFACTION OF THE RELEVANT

AUTHORITY.

ALL STORMWATER DRAINAGE BELOW GROUND SHALL BE SEWERGRADE WITH NO JOINTS UNDER SLAB INSTALLED TO AS3500.3, 2003.

MINIMUM PIPE SIZE 100mmMINIMUM GRADE 1:100

ALL POOL FENCING SHALL BE MIN. 1200mm HIGH AND INACCORDANCEWITH AS 1926.1


RH

INT & EXT. AMENDMENTS + CONTOUR ADDEDB 170914RH

INT & EXT. AMENDMENTS + CARPORT/BED 1 LOCATION ADJUSTEDC 101014RH

MINOR INTERNAL & EXTERNAL AMENDMENTSD 151014RH

WORKING DRAWINGS ISSUEDE 051214CV

MINOR CHANGES TO WORKING DRAWINGS ISSUEDF 091214PLH

MINOR AMENDS TO WORKING DWGS-REMOVE BUILDING ENVELOPEG 160215AH

MINOR AMENDS TO WORKING DWGS- LOCATION OF TAYLEX ABSH 270215ST

Phone (07) 55 203 022







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JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF

MR. L. WATTS

PROPOSED DWELLING


PARKWOOD

5640

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building designers

REPORT STATUS DATE

WORKPLACE HEALTH & SAFETY REPORTCOMPLETED - DISCUSSED WITH & PROVIDED TOCLIENT ALONG WITH WORKING DRAWINGS 091214

MR. L. WATTSLOT 2 #50

WOODLANDS WAYPARKWOOD

JOB NUMBER - 5640

b) SLIPPERY OR UNEVEN SURFACES

FLOOR FINISHES

Specified finishes have been selected to minimise the risk of floors and

paved areas becoming slippery when wet or when walked on with wet

shoes/feet. Any changes to the specified finish should be made in

consultation with the designer or, if this is not practical, surfaces with an

equivalent or better slip resistance should be chosen.

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

Due to design restrictions for this building, steps and/or ramps are included

in the building which may be a hazard to workers carrying objects or

otherwise occupied. Steps should be clearly marked with both visual and

tactile warning during construction, maintenance, demolition and at all times

when the building operates as a workplace.

Building owners and occupiers should monitor the pedestrian access ways

and in particular access to areas where maintenance is routinely carried out

to ensure that surfaces have not moved or cracked so that they become

uneven and present a trip hazard. Spills, loose material, stray objects or

any other matter that may cause a slip or trip hazard should be cleaned or

removed from access ways.

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 OBJECTSLOOSE 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 persons below.

1. Prevent or restrict access to areas below where the work

is being carried out.

2. Provide toeboards 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 is prevented or

restricted.

3. TRAFFIC MANAGEMENTParking of vehicles or loading/unloading of vehicles on this roadway may

cause a traffic hazard. During construction, maintenance or demolition of

this building designated parking for workers and loading areas should be

provided. Trained traffic management personnel should be responsible for

the supervision of these areas.

Construction of this building will require loading and unloading of materials

on the roadway. Deliveries should be well planned to avoid congestion of

loading areas and trained traffic management personnel should be used to

supervise loading/unloading areas.

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. SERVICESRupture 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 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.

(in locations with underground power)

Underground power lines are located in or around this site. All underground

power lines must be disconnected or carefully located and adequate

warning signs used prior to any construction, maintenance or demolition

commencing.

(in locations with overhead power lines )

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 TASKSComponents within this design with a mass in excess of 25kg should be

lifted by two 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 SUBSTANCESASBESTOS

(for alterations to a building constructed prior to 1990)

This building was constructed prior to 1990 and therefore may contain

asbestos either in cladding material or in fire retardant insulation material.

The builder should check and, if necessary, take appropriate action before

demolishing, cutting, sanding, drilling or otherwise disturbing the existing

structure.

(for alterations to a building constructed prior to 1986)

This building was constructed prior to 1986 and therefore is likely to contain

asbestos either in cladding material or in fire retardant insulation material.

The builder should check and, if necessary, take appropriate action before

demolishing, cutting, sanding, drilling or otherwise disturbing the existing

structure.

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

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 be used when installing, removing or

working near bulk insulation material.

TIMBER FLOORS

This building contains 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 SPACESEXCAVATION

Construction of this building and some maintenance on the building will

require 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.

ENCLOSED SPACES

Enclosed spaces within this building may present a risk to persons entering

for construction, maintenance or any other purpose. The design

documentation calls for warning signs and barriers to unauthorised access.

These should be maintained throughout the life of the building. Where

workers are required to enter enclosed spaces, air testing equipment and

Personal Protective Equipment should be provided.

SMALL SPACES

Some small spaces within this building will require access by construction

or maintenance workers. The design documentation calls for warning signs

and barriers to unauthorised access. These should be maintained

throughout the life of the building. Where workers are required to enter

small spaces they should be scheduled so that access is for short periods.

Manual lifting and other manual activity should be restricted in small

spaces.

8. PUBLIC ACCESSPublic 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 BUILDINGThis building has been designed to requirements of the specific building

classification identified within the drawings. Where a change of use occurs

at a later date a further assessment of the workplace health and safety

issues should be undertaken, in accordance with the provisions of the Work

Health and Safety Act 2011 or subsequent replacement Act.

(Where the specific use of the building is not known at the time of the

completion of this report and a further assessment of the workplace health

and safety issues should be undertaken at the time of fit-out for the end-

user.)

10. OTHER HIGH RISK ACTIVITYAll 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 is recommended that particular

care be exercised when undertaking work involving steel construction and

concrete placement. All the above applies.

WORKPLACE HEALTH &

SAFETY REPORT

Compiled in accordace with Work Health and

Safety Act 2011.

IDENTIFIED HAZARD AREAS

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 be used in accordance with relevant

codes of practice, regulations or legislation.

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, fall barriers or Personal Protective Equipment should be used in

accordance with relevant codes of practice, regulations or legislation.

Anchorage points for portable scaffold or fall arrest devices have been

included in the design for use by maintenance workers. Any persons

engaged to work on the building after completion of construction work

should be informed about the anchorage points.


Phone (07) 55 203 022







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JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF

MR. L. WATTS

PROPOSED DWELLING


PARKWOOD

5640

RH/CV

A 25/08/14

B170914C101014D151014E051214F091214G160215H270215

SO

CUSTOM

1:100 @ A2

6 21


building designers

920

920

720720

23-50panelift door

1 2 3 4 5 6 7 8 9 10 11

12

13

14

15

16

35°

28' 0

"

29.2

72

D.P

D.P

D.P D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

5,32

0

2,400

6,00

0

7,50

0

20,0

00

7,79

8

183.

00 m

2

Telstra

Hydrant ValvesValves

Valves

Telstra

P.Pole

9.8

15

349°1

0'0

0"

30.1

21

353°0

8'1

5"

27.9

18

39°4

6'5

5"

34.370

103°19'30"

34.370

125°28'00"

136°32'10"

Hydrant

Gully Pit

Bus Stop

Gat

e

GateField

Pit

FieldPit

FieldPit

Gate

Rock Wall

Wire Fence

Gully Pit

Blo

ckB

uild

ing

Toe of bank

Grass Driveway

FieldPit

Conc Path

Conc Path

ConcreteDriveway

Post &Wire Fence

Pos

t &W

ire F

ence

Top

of K

erb

WOODLANDS WAYBench MarkNail in KerbRL 59.29 AHDD

Bench MarkNail in PathRL 44.44 AHDD

UP

LA

ND

S D

RIV

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Tree

Palm0.25 Dia3.0 Spread3.0 Height






Tree0.3 Dia3.0 Spread12 Height



Tree0.3 Dia6.0 Spread15 HeightTree

0.3 Dia6.0 Spread15 Height







Tree0.5 Dia7.0 Spread

20 Height



Tree

Tree


20 Height

42.5

43.0

43.5

44.0

44.

5

45.0

45.5

46.0

46.5

47.0

47.5

48.0

48.5

49.0

49.5

50.0

50.5

51.0

51.5 52.0 52.553

.0 53.5 54

.0

54.5

56.5

57.0

57.5

58.0

58.5

59.0

59

.5

91.05

79°10'

2.914

19.44 23538m²

PA

DR

L -

51.

600m

PA

DR

L -

47.

000m

FIL

L

CU

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PA

DR

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51.

400m

poss

ible

wat

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loca

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t.b

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SH

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EA

SE

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To

Fas

cia

To

Wal

l

To

Fas

cia

ME

TE

R

BO

X

WATER TANK

CONCEALED INEMBANKMENT

NOTES:* Discharge waste to connection point* Provide sediment control to site where req'd

* Meter box position T.B.C on site* All retaining walls by owner

* Discharge stormwater to TANK, where possible, all otherstormwater & overflow to kerb & channel

SITE PLAN - BASEMENTSCALE 1:200 SHEET 6 OF 21 JOB NUMBER - 5640

**NOTE** ALL STORMWATER & DRAINAGE TO BE IN COMPLIANCE WITH BCA PARTS 3.1.2. &3.5.2. AS WELL AS ASNZS3500

* GUTTERS TO BE 125MM D-SECTION COLORBOND GUTTERS* 2 DOWNPIPES MAX. TO EACH 100mm STORMWATER PIPE, SUBSURFACE PIPES TO BE 100mmDIAMETER, ANY UNDERSLAB PIPING TO HAVE AN INSPECTION OPENING AT UPPER END, THENTO BE 100mm SEWER GRADE PIPING WITH NO JOINS UNDER SLAB.

** 1:5 MAX DRIVEWAY SLOPE TO LOCAL GOVERNMENTREQUIREMENTS AND STANDARDS **

EARTHWORKS DESIGN BYSEPARATE DOCUMENTATION

RETAIN TREE

RETAIN TREERETAIN TREE

RETAIN TREERETAIN TREE

CARPORT / BED 1 SET-OUT LINE,

50.500m CONTOUR THRUCENTRELINE OF TREE Area available for moveable surface spray

183m2 to be landscapedMinimum 10m from Studio / Residence2m from Boundaries and Garage

Taylex ABS

Phone (07) 55 203 022







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PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF

MR. L. WATTS

PROPOSED DWELLING


PARKWOOD

5640

RH/CV

A 25/08/14

B170914C101014D151014E051214F091214G160215H270215

SO

CUSTOM

1:100 @ A2

7 21


building designers

1120

820

720

920

820

820

820

820 820

720

920

820

820

820

820

1020

15-1

2aaw

15-0

6afg

24-1

2afg

24-3

6 bi

-fol

d d

oors

15-12aaw15-12afg 15-12aaw 15-12afg

15-1

2aaw

15-0

6afg

24-09aaw 24-11afg24-11afg

09-1

1afg

24-14aaw24-05afg

15-11aaw24-36 bi-fold doors

24-1

0aaw

24-2

4 bi

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15-1

2aa

w07

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04-2

4afg

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4 bi

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24-12afg24-12aaw

24-12aaw

27-18afg

5 6 7 8 9 10 11

12

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D.P

D.P

D.P D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

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D.P

35°

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29.2

72

6,98

7

18,644

20,1

00

5,34

8

18,8

60

17,266

18,531

19,615

16,623

183.

00 m

2

roof fall

roof fall

Telstra

Hydrant ValvesValves

Valves

Telstra

P.Pole

9.8

15

349°1

0'0

0"

30.1

21

353°0

8'1

5"

27.9

18

39°4

6'5

5"

34.370

103°19'30"

34.370

125°28'00"

136°32'10"

Hydrant

Gully Pit

Bus Stop

Gat

e

GateField

Pit

FieldPit

FieldPit

Gate

Rock Wall

Wire Fence

Gully Pit

Blo

ckB

uild

ing

Toe of bank

Grass Driveway

FieldPit

Conc Path

Conc Path

ConcreteDriveway

Post &Wire Fence

Pos

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ire F

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Top

of K

erb

WOODLANDS WAYBench MarkNail in KerbRL 59.29 AHDD

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UP

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ND

S D

RIV

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Tree



















20 Height



Tree

Tree


20 Height

42.5

43.0

43.5

44.0

44.

5

45.0

45.5

46.0

46.5

47.0

47.5

48.0

48.5

49.0

49.5

50.0

50.5

51.0

51.5 52.0 52.553

.0 53.5 54

.0

54.5

56.5

57.0

57.5

58.0

58.5

59.0

59

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91.05

79°10'

2.914

19.44 23538m²

PA

DR

L -

54.

300m

FIL

L

CU

T

1:100 fall

1:100 fall

1:100 fall 1:100 fall

EA

SE

ME

NT

To F

asci

aTo

Wal

l

To

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To

Fas

cia

To Wall

To Fascia

To Fascia

To Wall

Stormwater Line

Sto

rmw

ater

Lin

e

To Fascia

100m

m S

tep

Dow

n

NOTES:* Discharge waste to connection point* Provide sediment control to site where req'd

* Meter box position T.B.C on site* All retaining walls by owner

* Discharge stormwater to TANK, where possible, all otherstormwater & overflow to kerb & channel

SITE PLAN - GROUND FLOORSCALE 1:200 SHEET 7 OF 21 JOB NUMBER - 5640

**NOTE** ALL STORMWATER & DRAINAGE TO BE IN COMPLIANCE WITH BCA PARTS 3.1.2. &3.5.2. AS WELL AS ASNZS3500

* GUTTERS TO BE 125MM D-SECTION COLORBOND GUTTERS* 2 DOWNPIPES MAX. TO EACH 100mm STORMWATER PIPE, SUBSURFACE PIPES TO BE 100mmDIAMETER, ANY UNDERSLAB PIPING TO HAVE AN INSPECTION OPENING AT UPPER END, THENTO BE 100mm SEWER GRADE PIPING WITH NO JOINS UNDER SLAB.

** 1:5 MAX DRIVEWAY SLOPE TO LOCAL GOVERNMENTREQUIREMENTS AND STANDARDS **

EARTHWORKS DESIGN BYSEPARATE DOCUMENTATION

Area available for moveable surface spray183m2 to be landscapedMinimum 10m from Studio / Residence2m from Boundaries and Garage

Taylex ABS

Phone (07) 55 203 022







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PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF

MR. L. WATTS

PROPOSED DWELLING


PARKWOOD

5640

RH/CV

A 25/08/14

B170914C101014D151014E051214F091214G160215H270215

SO

CUSTOM

1:100 @ A2

8 21


building designers

920

920

720

720

23-5

0pan

elift

doo

r

1

2

3

4

5

6

7

8

9

10

11

1213141516

W.M

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RO

Vdr

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PR

OV

D.PD.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.PD.P D.P

D.P

D.P

6,00

0

6,000

5090

2,91

090

2,91

090

50

190

6,00

0

50

902,910

902,910

9050

190

5,810

190

11,080

190 7,200 190 3,310 190

3,000 190 4,200 190 3,310 190

3,000 190 2,310 90600 90

1,110 190 3,500

3,000 190 4,200 190 3,500

6,100 290 7,380

6,100 190 7,480

700 1,200 1,100 190 4,200 190 3,500

3,000 190 2,310 90600 90

1,110 190 3,310 190

190

3,70

019

07,

000

190

2,80

41,

196

290

190

1,11

090

2,60

090

910

190

5,90

019

04,

290

190

1,11

090

3,60

019

05,

900

100

190

11,0

804,

480

1,20

019

02,

010

190

1,40

019

06,

000

190

190

1,11

090

3,60

019

06,

000

190

2,70

41,

486

190

3,000

2,810

190

RL 51.610

RL 51.800

RL 51.760

C18

C18

D18

D18

G19

G19

150mm step-up

Rendered blockworkretaining wall

90x90 SHSsteel posts

Line of cantilvereddeck above

landscaped stairwayto ENTRY door onground floor

landscaped stairwayto BALCONY

concrete blockworkretaining wallsconcrete blockworkretaining walls

provide sub-floor ventilation,as per BCA 3.4.1.1

Provide mechanicalventilation to LAUNDRY

stair finish tobuilders specs.

water tank to be concealedin embankment

Meter boxlocation t.b.c

on site

STUDIO SLAB ABOVE

GROUND FLOOR SLABABOVE

BREEZEWAY SLABABOVE

walkway above

GROUND FLOORTIMBER BEARERS &

JOISTS ABOVE

TIMBER DECK ABOVE

FW

ST

OR

AG

E

GARAGE

CARPORT

2590mm ceiling

2440mm ceiling

19deg raked ceiling

PORCH

wal

kway

abov

elandscapedesign by

others

landscapedesign by

others

possible water tanklocation, t.b.c on site

fall @ 1:20

METERBOX

A18

A18

I19

I19

E19

E19

F19

F19

H19

H19

B18

B18

NOTES:* Lift off hinges to WC door, as per NCC 3.8.3* Provide GPO & cold water provisions to DW space* ALL External and Internal doors & windows to bemeasured on site and confirmed by builder* Sarking to external walls* Insulation to ceiling (living only) R2.5 batts* All windows & SGD to be tinted* Mechanically vent rooms without natural ventilation* All shower roses to be AAA rated* Maximum water supply pressure not to exceed 500kpaat any outlet* Hot water system shall be heat pump, solar or gas*Water supply outlets to have WELs rating* Toilet cisterns to have dual flush. 6/3 Litre* ALL handrails to be 1000mm above finished floor level* Bedroom windows w. 2m fall height from FL to groundbelow must comply with N.C.C 3.9.2.5. To be fitted withnon-removable screens or restricted to 125mm opening* If more than one smoke alarm is required they must beinterconnected as per NCC 3.7.2

BASEMENT FLOOR PLANSCALE 1:100

ELEVATIONS

4

3

2

1

Phone (07) 55 203 022







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JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF

MR. L. WATTS

PROPOSED DWELLING


PARKWOOD

5640

RH/CV

A 25/08/14

B170914C101014D151014E051214F091214G160215H270215

SO

CUSTOM

1:100 @ A2

9 21


building designers

1120

820

720

920

820

82082

0

820

820

720

920

820

820

820

820

1020

15-12aaw15-06afg 24-12afg 24-36 bi-fold doors

15-1

2aaw

15-1

2afg

15-1

2aaw

15-1

2afg

15-12aaw15-06afg

24-0

9aaw

24-1

1afg

24-1

1afg

09-11afg24

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15-1

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24-3

6 bi

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24-24 bi-fold doors

15-12aaw07-16afg

24-0

9aaw

04-24afg

24-24 bi-fold doors

24-1

2afg

24-1

2aaw

24-1

2aaw

27-1

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5

6

7

8

9

10

11

1213141516

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D.PD.P

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D.P

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1,590 90 4,710 39090

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1,000 590 90 1,910 90

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2,190 1,200 90090

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090

RL 54.600

RL 54.600

RL 54.500

RL 54.600

R 1,036

A18

A18

beam belowceiling line



18 degree colorbondcustom orb sheet roof

Stramit colorbond fascias,gutters & downpipes

Skylight + mech.vent. to PWD ROOM

landscaped stairwayto ENTRY door onground floor

450mm high wallabove PATIO floor level

landscaped stairwayto PATIO

Provide mechanicalventilation to ENSUITE

Provide mechanicalventilation to ENSUITE


1200mm isl. bench

fan vent

350 d.o'heads

Timber Decking

Timber Decking

Pantry

roof

fall

roof

fall

RE

F.

WOMW

FW

FW

bench cupd's

firep

lace

benc

hde

sk

benc

hcu

p'd

LIVING2720mm ceiling

MEALS

KITCHEN

EN

TR

Y

BA

LC

ON

Y

LIN

EN

BR

BREEZEWAY

BED 2

W.I.R

ST

OR

E

BED 1

2720mm ceiling

1000

mm

hig

h h/

rail

2720mm ceiling

COVEREDWALKWAY

FW

W.I.R

bench

PATIO

ST

OR

E

bench cupd's

FW FW

1:10

0 fa

ll

1:10

0 fa

ll

PROVIDE CEILING FANS TOLIVING, MEALS, BED 1 & BED 2

1:10

0 fa

ll1:

100

fall

ceiling fan

ceiling fan

ceiling fan ceiling fan

300mm B/Bar

900m

m h

igh

wal

l

100mm StepDown

Free standingbath

I19

I19

E19

E19

F19

F19

H19

H19

B18

B18


FLOOR AREAS

01 BASEMENT

02 CARPORT

03 PORCH

04 GROUND FLOOR

05 BREEZEWAY

06 PATIO / BALC

07 STUDIO

08 STUDIO W/WAY

09 FIRST FLOOR

Area (m2)

71.21

38.32

4.20

127.27

45.99

79.75

46.41

9.75

37.95

460.85 m2

GROUND FLOOR PLANSCALE 1:100

ELEVATIONS

4

3

2

1

TOTAL

49.60 sqs

Phone (07) 55 203 022







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EG

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OR

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NC

E O

F T

HE

BU

ILD

ING

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF

MR. L. WATTS

PROPOSED DWELLING


PARKWOOD

5640

RH/CV

A 25/08/14

B170914C101014D151014E051214F091214G160215H270215

SO

CUSTOM

1:100 @ A2

10 21


building designers

820

12-12aaw 12-48asw

06-1

2aaw

12-12aaw 12-12aaw

12-1

2afg

12-1

2afg

D.PD.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.PD.P D.P

D.P

D.P D.P

C18

D18

G19

A18

907,380

902,390

901,200

905,490 945 945

90 6001,190

60090

1,20

090

1,00

090

1,31

090

1,11

090

1,20

0

901,

000

901,

890

9053

090

903,

600

90

10,040

3,78

0

10,040

902,

400

901,

110

90

901,

090

945

94590

530

90

90 6,435 90 855 90 2,390 90

90 5,400 90 945 94590 600

1,190600

90

90 7,980 90 1,790 90

907,980 90 1,790 90

RL 57.720





Skylight w. exhaust fan,as selectedto PWD ROOM

1000mm high h/rail

Shower / Steam combo,installed to manufacturers /builders specs.

Seat in shower

Custom sizedoor, m.o.s

12-48 FSSF alum. sliding window,bradnams 'signature' series, or equivalentapprox. 2300mm clear centre opening

FW

roof

fall

roof

fall

roof fall

roof fall

roof

fall

roof fall

roof fall

roof

fall

roof fall roof fall

BED 32440mm ceiling

CU

P'D

ST.

PROVIDE CEILINGFAN TO BED 3

ceiling fan

to lowerwall

to lo

wer

wal

lto

low

erw

all

I19

I19

E19

F19

B18

B18


D.P

D.P D.P

900 o/h 10,040 900 o/h

900

o/h

3,78

090

0 o/

h



roof

fall

roof

fall

roof fallroof fall

FIRST FLOOR PLANSCALE 1:100

ELEVATIONS

4

3

2

1 FIRST FLOOR ROOF PLANSCALE 1:100

Phone (07) 55 203 022







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AN

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NS

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R T

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ST

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EG

RIT

Y A

ND

PE

RF

OR

MA

NC

E O

F T

HE

BU

ILD

ING

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF

MR. L. WATTS

PROPOSED DWELLING


PARKWOOD

5640

RH/CV

A 25/08/14

B170914C101014D151014E051214F091214G160215H270215

SO

CUSTOM

1:100 @ A2

11 21


building designers

2,59

0

400

2,72

0

400

2,44

0

450

600

51.800

54.600

57.720

54.500

940

1,240

940 18 degree Stramit colorbond custom orb roof sheeting


18 degree Stramit colorbond custom orb roof sheeting





Raked Ceiling

1000mm highhandrail

Powdercoated aluminiumwindows & SGDs

Hardies 'LINEA'weatherboard cladding

Rendered FC sheetingor similar

Rendered FCsheeting or similar

FL FL

FL FL

CL CL

CL CL

FL FL

CL CL

fan vent

incl. 40fascia

incl. 40fascia

incl. 40fascia

fg fg

ELEVATION 1 1:100

2,72

0

400

2,44

0

54.50054.600

57.7201,240

940940

1,240

Skylight w. exhaust fan,as selectedto PWD ROOM



1000mm AFFLhigh handrail





Rendered FCsheeting or

similar

Rendered FC sheeting or similar

FL FL

CL CL

FL FL

CL CL

incl. 40fascia

incl. 40fascia

incl. 40fascia

incl. 40fascia

fg fg

ELEVATION 2 1:100


Phone (07) 55 203 022







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OF

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, AN

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RIA

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O A

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PA

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OF

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S O

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TU

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AN

BU

ILD

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DE

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NS

FO

R T

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ST

RU

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UR

AL

INT

EG

RIT

Y A

ND

PE

RF

OR

MA

NC

E O

F T

HE

BU

ILD

ING

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF

MR. L. WATTS

PROPOSED DWELLING


PARKWOOD

5640

RH/CV

A 25/08/14

B170914C101014D151014E051214F091214G160215H270215

SO

CUSTOM

1:100 @ A2

12 21


building designers

2,59

0

400

2,72

0

400

2,44

0

51.800

54.500

57.720

54.60054.950

1,230 2,340 1,230

940940

1,240

12-48 FSSF alum. sliding window,bradnams 'signature' series, or equivalent

Selected water tank,concealed in embankment




Raked Ceiling








Rendered FC sheetingor similar


FL FL

FL FL

CL CL

CL CL

FL FL

CL CL

centre opening section fixedfixed

incl. 40fascia

incl. 40fascia

incl. 40fascia

fg fg

ELEVATION 3 1:100

2,59

0

400

2,72

0

400

2,44

0

51.610

54.600

57.720

51.800

940940

1,240

1,240

Selected water tank,concealed in embankment




Raked Ceiling

1000mm AFFL highhandrail





FL FL

FL FL

CL CL

CL CL

FL FL

CL CL

incl. 40fascia

incl. 40fascia

incl. 40fascia

incl. 40fascia

fg fg

fg fg

fg

fg

fg fg

fg

ELEVATION 4 1:100


Phone (07) 55 203 022







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EG

RIT

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ND

PE

RF

OR

MA

NC

E O

F T

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BU

ILD

ING

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF

MR. L. WATTS

PROPOSED DWELLING


PARKWOOD

5640

RH/CV

A 25/08/14

B170914C101014D151014E051214F091214G160215H270215

SO

CUSTOM

1:100 @ A2

13 21


building designers

1

2

3

4

5

6

7

8

9

10

11

1213141516

190mm blockwork walls,to engineers specs.

190mm blockworkwalls, to engineersspecs.

90x90 SHS Steel posts

Raked Ceiling

Rafters as perengineers details

2590 CEILING

2440 CEILING

195x65 H17C (Continuous)

195x65 H17C

TRUSSES & LINTELS AS PER

TRUSS MANUFACTURERS

SPECIFICATIONS

BASEMENT BRACING PLANSCALE 1:100

CONCRETE BLOCKWORK2440mm, 2590mm PITCHING HEIGHTCOLORBOND SHEET ROOF

NOTE:* Provide three studs under each end ofTG's, provide four studs under each end ofGT's.* Hardwood top plate under GT's, TG's andunder loadbearing points.* Edge nailng of ply brace to be at 50mmcentres, no tiedown rods are required.* M12 rods to brick piers, typical, cavityfilled.* ALL 600mm TB4B panels to have an M12rod to each end.

N2/SRNOTES:* Engineer to specify ALL roof strapping and any

additional bracing that may be reqd.

* Brickwork & galv. lintel over external openings 3000mm

wide or less, rendered harditex over openings greater

ALL LINTELS UNDER POINT LOADS TO BE CONFIRMED BY TRUSS MANUFACTURER / ENGINEER

Phone (07) 55 203 022







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EG

RIT

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ND

PE

RF

OR

MA

NC

E O

F T

HE

BU

ILD

ING

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF

MR. L. WATTS

PROPOSED DWELLING


PARKWOOD

5640

RH/CV

A 25/08/14

B170914C101014D151014E051214F091214G160215H270215

SO

CUSTOM

1:100 @ A2

14 21


building designers

MGP12 TUAN PINEOR F27 HARDWOOD

7500 Max

TOP PLATELOADBEARING

TOP PLATENON-LOADBEARINGBOTTOM PLATE

STUDS

LOADBEARING

STUDS

NON-LOADBEARING

NOGGING

JAMB STUDS

ROOF FRAMING

ROOF BATTENS

LINTELS & BEAMS

3000 MAX. HT.

2 COMMON FOR OPENING < 1800


METAL BATTENS @ 900 cts

ROOF MATERIAL SHEET METAL ROOF

WALL FRAMING SEAS. PINE

TIMBER LIST


DIMENSION 'A'

MAIN ROOF

2/90 x 35 (MGP12)

90 x 35 (MGP10)

90 x 35 (MGP10)ON SOLID BLOCKING90 x 35 (MGP12)BLOCKING NOT REQUIRED

90 x 35 (MGP12) @ 450 CTS. TO 3600MAX HEIGHT WITH NOGGING @ 1350CTS

90 x 35 (MGP10) @ 450 CTS.

90 x 35 (MGP10) STAGGERED@ 1350 CTS

N2/SR 90mm

ALL CONSTRUCTION SHALL BE NOT LESSTHAN AS PRESCRIBED IN THE BUILDING ACTand THE BUILDING CODE of AUST. & A.S.1684.2-2010.

ENGINEER DESIGNED ROOF TRUSSES @600 CTS. (SEAS. PINE)

SILL MEMBERS

LINTEL TRIMMER & SILL

MAX OPENING

BASED ON 2100 DOOR/ WINDOW HEAD HEIGHT

1/Framing anchor

4/2.8 dia nails at eachend

SLAB

TOP PLATE TO

9.21 (d)9.9kN

9.13

9.13

9.9kN 9.20 (c)

FIXING OF

No

TABLE UPLIFT

FORCE No

METHODFIGURE

OF FIXING

ROOF BATTEN TO

TRUSS / RAFTER

9.14 9.25 (d)

9.21 (b)9.13TRUSS / RAFTER

TO TOP PLATE

1/75mm No14 type 17

screw

TIE DOWN FIXINGS

LINTEL TIE DOWN

(EACH SIDE OFOPENING) RLW

7500

30 x 0.8 GI strap.

4/2.8 dia nails each

end to stud

30 x 0.8 GI strap.

6/2.8 dia nails eachend to stud

9.13

9.13

M12 rod

M16 rod

9.13

9.13

5.9kN

8.4kN

20kN

35kN

9.20 (a)

9.20 (a)

9.20 (c)

9.20 (d)

1.0 kN

3.3 kN

M12 rods cast intoslab at 1800mm crts.

Windows>1800 wide

see top plate to lintel

TOP PLATE

TO LINTEL

30 x 0.8 GI strap @

1500 cts looped under

each end. 4/2.8 dia

nails each end

90 X 35 MGP122/90 X 353/90 X 354/90 X 35

2700330036003900

MAX OPENING

1800

2700

4200

4200


TRUSS MANUFACTURERS

SPECIFICATIONS

5

6

7

8

9

10

11

1213141516

TB4B 0.9

TB4B 0.9

TB4B 0.9TB4B 0.9TB4B 0.9

TB4B 0.9 TB4B 0.9

TB4B 0.9

TB4B 0.9

TB4B 0.9

TB

4B 0

.9

TB

4B 0

.9

TB

4B 0

.9

TB

4B 0

.9

TB

4B 0

.9T

B4B

0.9

TB

4B 0

.9

TB

4B 0

.9T

B4B

0.9

TB

4B 0

.9

TB

4B 0

.9

TB

4B 0

.9T

B4B

0.9

TB

4B 0

.9

TB

4B 0

.9T

B4B

0.9

TB4B

0.9

TB

4B 0

.9

TB

4B 0

.9

TB

4B 0

.9

TB4B 0.9

TB4B 0.9

TB4B 0.9

roof

fall

roof

fall

1:10

0 fa

ll

1:10

0 fa

ll

1:10

0 fa

ll1:

100

fall

T.G

@ 2

.4

T.G

@ 2

.4

T.G

@ 2

.4

Lint

el B

y en

gine

er

195x65 H17C190x35 MGP12

295x65 H17C

140x35 MGP12

140x35 MGP12

190x

35 M

GP

1219

0x35

MG

P12

140x35 MGP12

140x

35 M

GP

12

190x35 MGP12

140x35MGP12

140x

35M

GP

12

140x

35M

GP

12

195x

65H

17C

2/190x35MGP12

2/190x35MGP12

190x

35M

GP

12

195x

65H

17C

140x

35M

GP

12

140x35MGP12

140x

35M

GP

1214

0x35

MG

P12

Lint

el B

yen

gine

erLi

ntel

By

engi

neer

Lint

el B

yen

gine

er

295x65 H17C

295x65 H17C

100mm StepDown

GROUND FLOOR BRACING PLANSCALE 1:100

TIMBER FRAME & TRUSSES2720mm PITCHING HEIGHT18 Deg ROOF PITCHCOLORBOND SHEET ROOF

----------------------------

BRACING LEGEND

TB4B Structural pine ply 7mm or F27 4mm 6 kN/m with anchor rods or with anchor bolts and nailing at 50mm crs top and bottom

----------------------------TB1 Galvanised steel angle 1.5 kN/m


N2/SR

BR

AC

ING

RE

QU

IRE

DB

RA

CIN

G P

RO

VID

ED

BRACING REQUIRED

82.0

0 kN

86.4

0 kN

50.00 kN

BRACING PROVIDED 54.00 kN

NOTES:* Engineer to specify ALL roof strapping and any





----------------------------

TB4B-I Structural pine ply 7mm or F27 4mm 5 kN/m with anchor rods or with anchor bolts and nailing at 50mm crs top and bottom----------------------------

BLOCK 190 core filled concrete with M12 rod 15 kN to each end (1200mm panel)----------------------------

BRICK PIERS 350sq. core filled with M12 rod 2.25 kN

BR

AC

ING

RE

QU

IRE

D

BR

AC

ING

PR

OV

IDE

D

BRACING REQUIRED

17.5

0 kN

21.6

0 kN

14.50 kN

BRACING PROVIDED

16.20 kN

Phone (07) 55 203 022







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, AN

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PA

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EG

RIT

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PE

RF

OR

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E O

F T

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BU

ILD

ING

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF

MR. L. WATTS

PROPOSED DWELLING


PARKWOOD

5640

RH/CV

A 25/08/14

B170914C101014D151014E051214F091214G160215H270215

SO

CUSTOM

1:100 @ A2

15 21


building designers

MGP12 TUAN PINEOR F27 HARDWOOD

7500 Max

TOP PLATELOADBEARING

TOP PLATENON-LOADBEARINGBOTTOM PLATE

STUDS

LOADBEARING

STUDS

NON-LOADBEARING

NOGGING

JAMB STUDS

ROOF FRAMING

ROOF BATTENS

LINTELS & BEAMS

3000 MAX. HT.



METAL BATTENS @ 900 cts

ROOF MATERIAL SHEET METAL ROOF

WALL FRAMING SEAS. PINE

TIMBER LIST


DIMENSION 'A'

MAIN ROOF

2/90 x 35 (MGP12)

90 x 35 (MGP10)

90 x 35 (MGP10)ON SOLID BLOCKING90 x 35 (MGP12)BLOCKING NOT REQUIRED

90 x 35 (MGP12) @ 450 CTS. TO 3600MAX HEIGHT WITH NOGGING @ 1350CTS

90 x 35 (MGP10) @ 450 CTS.

90 x 35 (MGP10) STAGGERED@ 1350 CTS

N2/SR 90mm

ALL CONSTRUCTION SHALL BE NOT LESSTHAN AS PRESCRIBED IN THE BUILDING ACTand THE BUILDING CODE of AUST. & A.S.1684.2-2010.

ENGINEER DESIGNED ROOF TRUSSES @600 CTS. (SEAS. PINE)

SILL MEMBERS

LINTEL TRIMMER & SILL

MAX OPENING

BASED ON 2100 DOOR/ WINDOW HEAD HEIGHT

1/Framing anchor

4/2.8 dia nails at eachend

SLAB

TOP PLATE TO

9.21 (d)9.9kN

9.13

9.13

9.9kN 9.20 (c)

FIXING OF

No

TABLE UPLIFT

FORCE No

METHODFIGURE

OF FIXING

ROOF BATTEN TO

TRUSS / RAFTER

9.14 9.25 (d)

9.21 (b)9.13TRUSS / RAFTER

TO TOP PLATE

1/75mm No14 type 17

screw

TIE DOWN FIXINGS

LINTEL TIE DOWN

(EACH SIDE OFOPENING) RLW

7500

30 x 0.8 GI strap.

4/2.8 dia nails each

end to stud

30 x 0.8 GI strap.

6/2.8 dia nails eachend to stud

9.13

9.13

M12 rod

M16 rod

9.13

9.13

5.9kN

8.4kN

20kN

35kN

9.20 (a)

9.20 (a)

9.20 (c)

9.20 (d)

1.0 kN

3.3 kN

M12 rods cast intoslab at 1800mm crts.

Windows>1800 wide

see top plate to lintel

TOP PLATE

TO LINTEL

30 x 0.8 GI strap @

1500 cts looped under

each end. 4/2.8 dia

nails each end

90 X 35 MGP122/90 X 353/90 X 354/90 X 35

2700330036003900

MAX OPENING

1800

2700

4200

4200


TRUSS MANUFACTURERS

SPECIFICATIONS

TB4B 0.9

TB4B 0.9

TB

4B 0

.9

TB

4B 0

.9

TB

4B 0

.9

TB

4B 0

.9

roof

fall

roof

fall

roof fall

roof fall

roof

fall

roof fall

roof fall

roof

fall

roof fall roof fall

T.G

@ 2

.4

T.G

@ 2

.4

140x35MGP12

Lintel By Engineer

140x35MGP12

140x

35M

GP

12

140x

35M

GP

1214

0x35

MG

P12

FIRST FLOOR BRACING PLANSCALE 1:100

TIMBER FRAME & TRUSSES2440mm PITCHING HEIGHT18 Deg ROOF PITCHCOLORBOND SHEET ROOF


N2/SRB

RA

CIN

G R

EQ

UIR

ED

BR

AC

ING

PR

OV

IDE

D

BRACING REQUIRED

20.0

0 kN

21.6

0 kN

8.50 kN

BRACING PROVIDED 10.80 kN

NOTES:* Engineer to specify ALL roof strapping and any





----------------------------

BRACING LEGEND

TB4B Structural pine ply 7mm or F27 4mm 6 kN/m with anchor rods or with anchor bolts and nailing at 50mm crs top and bottom

----------------------------TB1 Galvanised steel angle 1.5 kN/m

----------------------------

TB4B-I Structural pine ply 7mm or F27 4mm 5 kN/m with anchor rods or with anchor bolts and nailing at 50mm crs top and bottom----------------------------

BLOCK 190 core filled concrete with M12 rod 15 kN to each end (1200mm panel)----------------------------

BRICK PIERS 350sq. core filled with M12 rod 2.25 kN

Phone (07) 55 203 022







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ITIE

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AN

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DE

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NS

FO

R T

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RU

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INT

EG

RIT

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ND

PE

RF

OR

MA

NC

E O

F T

HE

BU

ILD

ING

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF

MR. L. WATTS

PROPOSED DWELLING


PARKWOOD

5640

RH/CV

A 25/08/14

B170914C101014D151014E051214F091214G160215H270215

SO

CUSTOM

1:100 @ A2

16 21


building designers

6,290 1,290

11,3

70

5,18

06,

090

100

7,580

3,000 4,580

11,3

70

3,59

01,

400

6,38

0

190

9,844 DIA

GONAL DIM

ENSION

6,19

050

5,95

0

140

50

5090

2,91

0

90

2,86

0

50

9050

6,190 50

3,140

2,860

9050

5090

2,910

9050

2,860

9050

6,19

050

902,

910

90

2,91

090

50

50140

5,860

9050 6,190

7,580

Slab & footing design toengineers detail

Column pad footing toengineers detail

Slab & footing design toengineers detail

tub

fw

PADRL - 51.400mFFLRL - 51.610m

(all levels t.b.c on site)

150mmstepdown

150mmstepdown



BASEMENT SLAB PLANSCALE 1:100

NOTES:* Slab and Footings as per engineers designs* Provide Termite Protection as per AS 3660* ALL floor levels t.b.c on site* ALL floor joist to be specified by engineer

JOIST LAYOUT IS DIAGRAMMATIC ONLY - ENGINEER TO CONFIRMALL MEMBERS TO BE SPECIFIED BY ENGINEER

ALL BEAMS TO BE IN PLANE OF FLOOR JOISTS WHERE POSSIBLE

Phone (07) 55 203 022







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AN

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ING

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NS

FO

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RU

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INT

EG

RIT

Y A

ND

PE

RF

OR

MA

NC

E O

F T

HE

BU

ILD

ING

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF

MR. L. WATTS

PROPOSED DWELLING


PARKWOOD

5640

RH/CV

A 25/08/14

B170914C101014D151014E051214F091214G160215H270215

SO

CUSTOM

1:100 @ A2

17 21


building designers

2,220

903,

700

2,19

0

8,04

5 DIA

GO

NAL DIM

ENSION

7,590 290 7,380 3,400 5,060

1,590 6,000 11,070 5,060

1,590 10,980 6,000 5,150

600 90

2,38

51,

879

1,91

6

290

15,4

60

3,40

01,

590

6,18

04,

000

290

3,40

011

,770

290

5,35

01,

186

3,63

53,

790

7,38

04,

000

290

15,4

60

1,10

02,

300

9,36

02,

700

2,74

55,

350

2,07

51,

510

1,98

01,

500

6,18

02,

804

1,48

6

2,50

090

1,18

02,

520

7,38

04,

000

290

1,090 1,110 90

2,200

2,190 1,200 900300

8,170

5,68

0

2,50

0

1,50

01,

680

90

1,200

6,880

300 2,090 1,090 1,110 90 3,600

3,180 1,200 3,510 6,180 5,060

390

90 90

1,59

0

901,

110

2,59

0

901,

000

1,000 1,000

1,036

23,720

90

3,000

1,98

01,

500

R 1,036

Slab & footing designto engineers detail

sink

show

er

wc

wc

basin

basin

fw

fw

shower

wc

basin

fw

bath

fw fw

basin

100mmstepdown

FFLRL - 54.600m(all levels t.b.c on site)

100mmstepdown

100mmstepdown

STA

IR

VO

ID





Timberdecking

Timberdecking

Bearers & Joists

Timberdecking

Concretetiles

Concretetiles

GROUND FLOOR SLAB PLANSCALE 1:100

NOTES:* Slab and Footings as per engineers designs* Provide Termite Protection as per AS 3660* ALL floor levels t.b.c on site* ALL floor joist to be specified by engineer

Phone (07) 55 203 022







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RU

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INT

EG

RIT

Y A

ND

PE

RF

OR

MA

NC

E O

F T

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BU

ILD

ING

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF

MR. L. WATTS

PROPOSED DWELLING


PARKWOOD

5640

RH/CV

A 25/08/14

B170914C101014D151014E051214F091214G160215H270215

SO

CUSTOM

1:100 @ A2

18 21


building designers

1,49

0

1,490

1,490

1,49

0 2,10

7

200

Cantilevered Steel Beamas per engineers design


Stair Trimmeras per engineers design

Stair Trimmeras per engineers design


Floor Joists @ 450 Ctrsas per engineers designFloor Joists @ 450 Ctrsas per engineers designFloor Joists @ 450 Ctrsas per engineers designFloor Joists @ 450 Ctrsas per engineers design

Stair VOID

Cantilevered Floor Joists

Floor Joists to be Packed upto Internal Floor Joists Level Connection Detail

as per Engineers Details

Connection Detailas per Engineers Details

CantileveredJoists

CantileveredJoists

Can

tilev

ered

Jois

ts

Can

tilev

ered

Jois

ts

Floor Joists @ 450 Ctrs asper engineers design

Beam in roof space as perengineers design

Beam in roof space as perengineers design

Trimmer beam around stairs in floorspace as per engineers design

Floor Joists @ 450 Ctrs asper engineers designFloor Joists @ 450 Ctrs asper engineers designFloor Joists @ 450 Ctrs asper engineers design

Floor Joists to be CantileveredTo Stair Trimmer

VOID

FLOOR JOIST PLANSSCALE 1:100

GROUND FLOOR JOIST PLAN

FIRST FLOOR JOIST PLAN

SUGGESTED LAYOUT ONLY, TBC BY ENGINEER

Phone (07) 55 203 022







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NS

FO

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RU

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UR

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INT

EG

RIT

Y A

ND

PE

RF

OR

MA

NC

E O

F T

HE

BU

ILD

ING

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF

MR. L. WATTS

PROPOSED DWELLING


PARKWOOD

5640

RH/CV

A 25/08/14

B170914C101014D151014E051214F091214G160215H270215

SO

CUSTOM

1:100 @ A2

19 21


building designers

2,44

02,

720

940940

1,2401,240

900

700

51.760

54.600

1,240

100



Plasterboard lining towalls & ceiling Approx. NGL

Slab & footing design as perengineers details

Agg Drain

190mm blockworkwalls, to engineersspecs





1000mm high handrail

Rendered FCsheeting orsimilar


SECTION 1:100

8-10

CL

CL

FL

CL

FL

CL

FL

B

incl. 40fascia

ENTRY

incl. 40fascia

incl. 40fascia

incl. 40fascia

fgfg

incl. 40fascia

Tru

ssU

psta

nd

Floor Joists at450 ctrs

BINDERS @ 3000 CTRS

Stair info:16x risers @ 177.5mm,Treads @ 250mm going

FL

2,44

02,

720

100

2,72

010

0

940 940

2,59

051.760

54.600 54.500 54.600

51.610

1,240

450

Slab & footings toengineers design



Plasterboard lining towalls & ceiling

Approx. NGL

190mm blockworkwalls, to engineersspecs



Stair info:16x risers @ 177.5mm,Treads @ 250mm going

Raked Eave Rendered FC sheetingor similar

HomeGuard termite protectionsystem to underside of slab,perimeter & penetrations, inaccordance with AS 3660.1

CL

CL

FL

CL

FL

incl. 40fascia

GARAGE

MEALSSTAIRVOID ENS

COVEREDWALKWAY

100mmstepdown

W.I.R

fg fg

inc 40fascia

inc 40fascia

SECTION 1:100

8-10C

Tru

ssU

psta

nd

Tru

ssU

psta

nd

Floor Joists at 450 ctrs as per Engineers Details

BINDERS @ 3000 CTRS BINDERS @ 3000 CTRS

Agg DrainAgg Drain

FL

2,44

02,

720

100

2,72

010

0

940 940

2,59

0

51.760

54.600

51.610

54.500

1,240

1,490





Approx. NGL

190mm blockwork walls, toengineers specs



Raked Ceiling

Rendered FCsheeting orsimilar

Ground to be kept clearof Cantilevered Decks


CL

CL

FL

CL

FL

100mmstepdown

incl. 40fascia

GARAGE LAUNDRY

LIVING ENTRY BED 1COVEREDWALKWAY

Deck Joists @ 450 Ctrs

fg fginc 40fascia

inc 40fascia

SECTION 1:100

8-10D

Tru

ssU

psta

nd

Tru

ssU

psta

nd

Cantilevered Floor Joist asper Engineers Details

Floor Joist as per Engineers Details

Agg Drain

FL

100mmstepdown

BINDERS @ 3000 CTRS BINDERS @ 3000 CTRS

2,72

02,

440

1,2401,240

54.600

57.720

54.500

940940

100





Floor joists @450 Ctrs


Approx. NGL

Raked Eaves


HomeGuard termite protectionsystem to underside of slab,perimeter & penetrations, inaccordance with AS 3660.1SECTION 1:100

8-10

CL

FL

CL

FL

CL

FL

CL

FL

A

incl. 40fascia

incl. 40fascia

incl. 40fascia

incl. 40fascia

BREEZEWAYPATIO

BED 3

Tru

ssU

psta

nd

BINDERS @ 3000 CTRS

Phone (07) 55 203 022







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AN

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ING

DE

SIG

NS

FO

R T

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ST

RU

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UR

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INT

EG

RIT

Y A

ND

PE

RF

OR

MA

NC

E O

F T

HE

BU

ILD

ING

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF

MR. L. WATTS

PROPOSED DWELLING


PARKWOOD

5640

RH/CV

A 25/08/14

B170914C101014D151014E051214F091214G160215H270215

SO

CUSTOM

1:100 @ A2

20 21


building designers

2,44

02,

720

100

2,72

010

0

1,240

940940

51.760

54.600

51.610

54.50054.500

1,240

1,490





Approx. NGL190mm blockwork walls, to

engineers specs





1000mm highhandrail

Raked Ceiling



Provide sub-floor ventilation,as per BCA 3.4.1.1


CL

CL

FL

CL

FL

100mmstepdown

inc 40fascia

PORCH LAUNDRY

KITCHENENTRYBALCONYBREEZEWAY

150mmstepdown

incl. 40fascia

incl. 40fascia

incl. 40fascia

SECTION 1:100

8-10E

Tru

ssU

psta

nd

Tru

ssU

psta

nd

Cantileverjoists

Floor Joists @ 450 ctrs as per Engineers Details

Deck Joists @ 450 ctrsas per Engineers Details

Agg Drain

FL

BINDERS @ 3000 CTRS

2,59

02,

720

2,44

0

2,72

02,

440

51.610

54.600 54.500

57.7201,240

1,240

940 940

100

100

1,490

18 degree Stramit colorbond custom orb roof sheetingStramit colorbond

fascias, gutters &downpipes

Plasterboard liningto walls & ceiling

190mm blockwork walls, toengineers specs

Floor Joists @ 450 Ctrs

Plasterboard lining to walls& ceiling


Approx. NGL


Raked Eaves



Joists to be Packed Up

CL

CL

FL

CL

FL

CL

FL

CL

FL

incl. 40fascia

incl. 40fascia

incl. 40fascia

incl. 40fascia

100mmstepdown

GARAGE

LIVING MEALSBALCONY BREEZEWAY BED 2 BATH

BED 3 ENS

fg

fg fg

SECTION 1:100

8-10F

Tru

ssU

psta

nd

Tru

ssU

psta

nd

Cantileverjoists

Floor Joists at 450 ctrs as per Engineers DetailsCantilevered Floor Joists at 450 ctrsas per Engineers Details


Agg Drain

Spiral Stair info:15x no risers @ 208mmTotal rise - 3120mm945mm Radius

Provide sub-floor ventilation,as per BCA 3.4.1.1

Junction as per Engineer Details


FL

BINDERS @ 3000 CTRS

BINDERS @ 3000 CTRS

100mmstepdown

100mmstepdown

2,59

0

2,72

010

0

2,72

010

0

54.600

51.800

1,240

1,240

600

1,99

0


Plasterboard lining to walls& ceiling


Approx. NGL90x90 SHSsteel posts






1000mm high handrail


Raked Ceiling

RakedEaves




Spoon drain

CL

FL

CL

FLCL

FL

incl. 40fascia

incl. 40fascia

BED 1 ENS

CARPORT

fg fg fg

fg fg

SECTION 1:100

8-10G

Tru

ssU

psta

nd

Tru

ssU

psta

nd

BINDERS @ 3000 CTRS

2,59

0

650 650

51.800

600

1,99

0



Approx. NGL90x90 SHSsteel posts


Rakedceiling

Rafters as per engineersdetails

Spoon drain

CL

FL

CL

FL

CARPORT

inc 40 fascia inc 40 fascia

SECTION 1:100

8-10H

2,72

010

0

54.600

1,240 1,240



Approx. NGL



Raked Eaves



CL

FL

CL

FL

W.I.R ENS

inc. 40fascia

inc. 40fascia

Binders @ 3000 Ctrs

SECTION 1:100

8-10I

Tru

ssU

psta

nd

2,72

0

900

1,52

030

0

900

700

820

300

FL

CL

FL

CL

fg Cooktop

WOSpaceOnly

MWSpaceOnly

PANTRY

2,72

0

2,42

030

0

1,82

060

030

0

FL

CL

FL

CL

PANTRY

REF.SpaceOnly

KITCHEN ELEVATION 2 1:50

2,72

0

900

1,82

0

FL

CL

FL

CL

DW SpaceOnly

Sink

KITCHEN ELEVATION 3 1:50

Phone (07) 55 203 022







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PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF

MR. L. WATTS

PROPOSED DWELLING


PARKWOOD

5640

RH/CV

A 25/08/14

B170914C101014D151014E051214F091214G160215H270215

SO

CUSTOM

1:100 @ A2

21 21


building designers

NOTE:

2/30x0.8mm GI strap fixed to top plates & studs at each end with 4/2.8mm

diam nails.

External wall

Internal bracing wall

35mm gap to truss

Blocking pieces to both sidesof truss bottom chord fixed totop plate with 4/3.33 diam. nails

Bottom chord of truss

Bracing wall

1800 min. 2700 max.

50

150

300

30x2.8mm diam flathead nailsnail spacing as shown

2/50x2.8mm diam nails at each endand each stud

1:20

7025

0320

20

Timber architrave

timber lintel beam, as per

Min 10mm gap

Timber reveal

4.5mm FC soffit sheet

TYPICAL FIXING TO TOP OF BRACING WALL 1:20

TYPICAL METAL ANGLE BRACING (TB1)1.5kN/m 1:50

4mm F27 PLYWOOD BRACING (TB4B)6.0 kN/m (rods not required) 1:50

finish as selected

DETAIL 1 1:10

size as per bracing plan

150mm GI strapunder top ribbonplate.

Gap to truss

end.diameter nails each3/75 x 3.33 mm

TRUSSES PARALLEL TO BRACING WALL 1:20

bridging piece90x35mm MPG12 timber

bracing wall

NOTE:

30 degs max

30x0.8mm gal. strap3/30x2.8mm dia nailsto end of stud

Metal angle of Min.nominal section18x16x1.2mm

Max depth of notchnot to exceed 20mm

Note: if two or more panelare butted together thevertical join nailing is tobe @50mm centres.

Single sheet vertical nailingto be @150mm centres.

Tie down to floor(nomial fixing only)

CANTELEVERED TRUSSES TO ACHIEVE600mm O'HANG WITH 25 deg ROOF PITCHWHERE 2440mm IS USED

or a

s no

min

ated

or a

s no

min

ated

waffle pod slab as per engineers design

with exposed edge for visual inspection

Termi-mesh or similar to all slab penetrations& perimeter

sarking to roof where applicable

openings and corners, from top plate to slab.12mm Rods at 1800mm cts, each side of

or as nominated on plans

or as nominated on plans

as selected

as selected

10mm plasterboard ceiling, paint finish

90mm cornice, paint finish as selected

timber architrave, as selected

aluminium framed window as selected

10mm plasterboard wall lining, paint finish

-

D1

GI partition bracket

manufacturers printed specificationsRoof trusses @ 600mm centres as per truss

FL

CL

21° roof pitch

320

2120

2440

moisture barrier

50mm sand bed

dia' nails each end over trusses to top plate

or 30 x 0.8mm GI strap with 3/2.8mm

one framing anchor to be fixed to each end

Sheet metal roof with metal battens @900mm cts

600

metal fascia & gutter

TRUSSES PERP.TO BRACING WALL

T.B.C by engineer

TYPICAL TIMBER FRAME SECTION 1:20

WITNESS DATE

amendmentsdesign drawn by

date

scales

job number

of

Phone (07) 55 203 022Fax (07) 55 203 033PO Box 2845 Burleigh HeadsDC Qld 4220

ABN 73 097 995 616QLD 4219


PLEASE READ CAREFULLY

IN THE INITAL AGREEMENT AND I UNDERSTAND CHANGES

THIS PLAN CERTIFIED CORRECT IS THE ONE REFERRED TO

HEREAFTER MAY NOT BE POSSIBLE. THESE PLANS

SUPERSEDE ALL OTHER PREVIOUS PLANS OR SKETCHES.

OWNER/S

Contractor to verify dimensions. Notify designers ofdiscrepancies. Failure to do

so shall void the designers responsibilities.

dimensions take preference.© Copyright reserved in part or whole. Written

THIS DESIGN IS THE EXCLUSIVE PROPERTY OF STUART OSMAN BUILDING DESIGNS

N.B ALL WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED SIZES RESPONSIBILITIES OF STUART OSMAN BUILDING DESIGNS FOR THE STRUCTURAL INTEGRITY AND PERFORMANCE OF THE BUILDINGBE WARNED: SUBSTITUTION OF ANY STRUCTURAL MEMBERS, AND OR ANY VARIATION TO ANY PART OF THE DESIGN WILL VOID ANY

Address: 2/71 TownshipDrive, West Burleigh,

sheet #

checked by

of trusses and top plates with 6/2.8 dia' nails

windows wider than 1800mm, tohave top plate strapped to lintel@ 1800mm max centres with 30x 0.8 GI strap looped under eachend . 4.2.8 dia nails each end

Provide 1 per 900 sheet of bracing ply 2/30x0.8mm looped GI strapfixed over bridging piece & to underside of top plate with 4/2.8mmdiam nails at each end of straps & to bridging piece.

Suitable for 4200 max opening

30x0.8mm gal. strap3/30x2.8mm dia nailsto end of stud

13 kN capacity connection at each end &intermediately at max 1200 cts Suitable to anchor 1m of bracing ply

Engage minimum 2 trusses per 1m of bracing ply

4.5mm FC soffit lining, paint finish as selected.Flat or raking soffit. refer sections/ builders spec.

N2/SR/timber frame

N2/SR/timber frame

WALL CLADDING ASNOMINATED ON PLANS

RH/CVCUSTOM

5640

MR. L. WATTSLOT 2 #50 WOODLANDS WAY

PARKWOOD A 25/08/14

21211:100 @ A3

####

Documents

PROPOSED DWELLING FOR MR. L. WATTS · mr. l. watts lot 2 #50 woodlands way parkwood job number - 5640 notes: * images are diagramatic only * refer to elevations for details proposed