Drawn By: MTC Buildingmtcbuilders.com.au/files/Kimberely-layout.pdfN 13 440 5 151 6 440 12 371 13 100 2 490 1 420 2 490 50 000 20 000 600 5 120 1 420 3 100 2 700 2 400 12 370 25.0

N

5 151

13 4

40

6 440 12 371 13 100

2 4

90

2 4

90

1 4

20

50 00020 0

00

600 5 120

1 4

20

2 4

00

2 7

00

3 1

00

12 370

25.0

Site Plan

BeamsB1-440x200Reinf. Conc. beam see detail

ColumnsC1-200Dia Pvc 2/N16 CorefilledC2-150Dia Pvc 1/N16 CorefilledC3-89x89x3SHS Dura Gal ColumnC4-90x90 Dar Hwd

Cp- 150x150x10 Galv. Cast in plate 4N12

Priv Scrn- Privacy screen

R1- 100x50 Hwd Rafters

F1.2- 300x300 Masonry pier 1200HighAluminum fence.

F1.8- 1800 high colour bond metalfence.

Ext1.8- existing 1800 timber palling fence.

W.M- water meter for each unit. Feed of32mm Main

Dra

inage E

asm

ent

F1.8 F1.8 F1.8 F1.8

ExtF

1.8

ExtF

1.8

Lot 119 Kimberley Street Cooktown on C17949

Site Classification

Report By ETS

No CL09-371-001R

Class P.

ExtF1.8ExtF1.8ExtF1.8ExtF1.8

F1.2

F1.2

Kim

berley S

tre

et

23.1

24.06

24.1

24.1

24.1

24.1

24. 1

24.1

24.1

24.1

23.1

22.6

Auot sl

ide g

ate

d e

nte

rance

22.6

21.1

21.1

23.123.6

32mm

Water

main

23.6

24.6

24.6

24.6

24.6

24.77

24.08

Entry p

ath

W.M

Entry

Unit 3 and 4

Entr

y

F1.8

Entr

y path

Entry

Entr

y pathUnit 1 and 2

F1.8

Entry p

ath

W.M

Mains Power

Phone

MDF

Sub Mains unit 2

Phone

Sub Mains unit 3

Phone

Sub Mains unit 4

Phone

W.M W.M W.M

Entry

Sheet #

Drawn By:

Date:

Scale:

1:100

MTC Building

Services

06/11/2010

Kim

berl

ey S

treet

4x3

Bed

Tow

nhouses. Lot 1

19 0

n C

179

49

MT

C B

uild

er

1 C

hace C

lose

Cookto

wn

04386699

62

1

2 200x900 2 200x2 000

2 2

00x1

600

2 2

00x9

00

2 200x900

2 100x8202 100x900

2 100x820 2 100x820

2 1

00x5

20

2 100x1 500

2 100x820

2 1

00x5

20

2 100x9002 100x820

2 1

00x7

70

2 200x2 000 2 200x900

2 100x820

2 100x1 408

2 1

00x5

20

2 100x820 2 100x820

2 1

00x7

70

2 1

00x5

20

2 2

00x9

00

2 2

00x1

600

2 200x900

UP UP

1 290

960

1 800 960

960

960

6 090

3 240

1 800

600

1 5

10

1 2

00

400

090

2 4

95

200

2 4

94

200

500

500

3 0

40

400

5 8

89

960

13 4

402 2502 250

1 800

1 200

1 0

10

960

6 0901 290 6 090

12 370

1 200

090

1 5

00

090

2 0

80

090

3 6

10

090

0901 200

090

6 090

1902 959

0832 958090

7 5

50

Retr

acta

ble

Div

idin

g w

all

NUMBER QTY FLOOR WIDTH HEIGHT COMMENTSW02 0 0 0000 0000 deletedW03 6 1 900 2200 Louvered

Roof O/H

B1

S S

Duct

Store

Under stairs

Bed 1/ 2

Open Double Carport

conc.

Entry path

Entry

Ldry

Lower Floor Plan

Shwr

C1

C1

C1

C1

C1

C2 C2

Section B-B

Section A-A

Duct

Store

Under stairs

Bed 1/ 2

Open Double Carport

conc.

Entry path

SS

Fire &

Aco

usti c

wall

see s

ection n

ote

s (

04)

C1

C1

C1 C1

C3

B1

W6

W6

C1 C1 C1

C1

C1C1

C3

B1

Retra

cta

ble

Divid

ing w

all

B1 B1

Ldry

Shwr

Entry

B1

G.pG

.p

NUMBER QTY FLOOR WIDTH HEIGHT COMMENTSD01 2 1 820 2100 Solicore D02 2 1 1500 2100 Bifold pairs readicoteD03 2 1 2000 2200 Aluminium sliderD04 4 1 520 2100 Readicote D05 2 1 770 2100 ReadicoteD06 4 1 820 2100 Cavity slider readicoteD07 2 1 900 2100 Solicore enterance

clo

thes lin

e

clo

thes lin

e

A/C

unit

D01 D01

D02 D02

D03 D03

D04

D04

D04

D04

D05

D05

D06 D06 D06 D06

D06aD06a

D07 D07

A/C

unit

A/C

unit

A/C

unit

A/C unit- split system back to back, wall

mounted @ 2.0m to bottom .

Posts- 90x90 dar hwd support for L1

G.p- fixed glass panel

S - storage

CT - ceramic tiles.

Conc - steel trowled concrete

Odc -other floor finishes

W3 W3

W3

W3 W3

W3

C3 C3 C3 C3B2 B2

c.t c.t

c.tc.t

Odc Odc

960x2

400

1 7

00x9

00

1 7

00x9

00

1 7

00x9

00

2 2

00x3

000

2 200x3 0002 200x3 000

2 2

00x3

000

1 7

00x9

00

1 7

00x9

00

1 7

00x9

00

960x2

400

2 200x3 000 2 200x3 000

2 100x820

2 1

00x8

20

2 100x820

2 100x820

2 100x900 2 100x900

2 1

00x1

400

2 1

00x8

20

2 100x820

2 1

00x1

400

2 100x820

2 100x820

580

805

1 5

15

040

1 936

090 0903 720 1 200900

12 370

0906 000

1906 000

090

0353 0002 965

1902 9653 035

090

3 9

16

090

1 8

00

090

1 0

04

090

6 5

10

090

751

2 4

00

765

3 0

74

3 4

75

3 0

35

13 6

80

090

6 5

10

090

1 0

10

090

1 8

00

090

3 9

10

090

025

3 0

00

1 9

85

900

600

090

055

900

055

090

431

900

469

090

755

2 4

00

755

12 370

09012 190

090

1 260 3 000 3 670 3 000 1 260

S

Upper Floor Plan

Stairslanding

Section B-B

roof lin

e

roof line

roof line

Section A-A

NUMBER QTY FLOOR WIDTH HEIGHT COMMENTSD08 2 2 3000 2200 Centre sliding aluminumD06 4 2 820 2100 Cavity slide readicoatD03 2 2 900 2100 Blockboard internal

Ent./Living

Indoor Floored

area

Dining

Kitchen.

C4

2w

ay-

WC

Bed 1

landing

2w

ay-W

C

Kitchen.

Dining

C.T

Stairs

Bed 1

NUMBER QTY FLOOR WIDTH HEIGHT COMMENTSW04 2 2 2400 960 XO Aluminium SlidingW05 4 2 3000 2200 Louver/ fixed privacy panelsW06 6 2 900 1700 Louvered

Indoor

floored areaEnt./Living

up up

C4C4C4

C.T

C.TC.T

C.T C.T

W05 W05

W05W05

W04

W04

W06

W06

W06

W06

W06

W06

D0

8

D0

8

D06

D06

D06 D06

D06

D06

D03 D03

indicates full height walls

duct

duct

S

Ens Ens

Odc

A/CA/C

store

over

store

over

store

over

store

over

Island bench Island bench

Odc

Sheet #

Drawn By:

Date:

Scale:

1:100

MTC Building

Services

06/11/2010

Kim

berl

ey S

treet

4x3

Bed

Tow

nhouses. Lot 1

19 0

n C

179

49

MT

C B

uild

er

1 C

hace C

lose

Cookto

wn

04386699

62

2

1 0

00

2 2

00

2 2

00

Perspex privacy panel

Drip flashing to detail

A/C

Selected fibrecement cladding finishes

Soild core filled masonary block Fire wall to continue to underside of roofing iron.


C/L

Down pipes to discharge via storm water pitsto rear of land to allocated drainage easement.

Aluminium and Glass louvers fixed in140x31 timber frames

dp dp dp

100mm step down

B1

125lt solar hot water

PVC Column soild concrete core filled

Plumbing Duct

Colourbond Custom Orb Corrugated Iron RoofingFixed to C2 W50 Wind classification

Western Elevation

820820 1 200

Decorative toughen glass panels to 0.8m high.

Northern Elevation

Select hardies plank cladding

F.C Panel

cladding

Select hardies

cladding

Colour bond Roofing fixed to wind classification C2 w50c

Provide 600crt roof battens top&bott. 900max interm.

Dp DpDpDpDp

G.L

F.C Panel

cladding

C.LC.L

A.C A.C

125lt solar hot water 125lt solar hot water

Select hardies

cladding

2 2

00

1 7

00

2 2

00

2 2

00

1 0

00

Selected fibrecement cladding finishes

Drip flashing to detail

Sliding glass doors with exterior 316. 40mm Dia S.steel handrail with 12mm toughen glass panels to 1m high.





dpdp dp

Aluminium and Glass louvers fixed in140x31 timber frames

Plumbing Duct

PVC Column soild concrete core filled

100mm step to carport floor

Eastern Elevation


C.Line

A/C

125Lt solar hot water

6901 200

9001 200900

1 200

Dp DpDp Dp

W5

B1 concrete beam ref. (08)

F.C panel

cladding

W5

D1 D1

D7 D7

Dp

Southern Elevation

G.L

F.C panel

cladding

A/CA/C

100 step up

B1 concrete beam ref. (08)

F.C panel

cladding

Sheet #

Drawn By:

Date:

Scale:

1:100

MTC Building

Services

06/11/2010

Kim

berl

ey S

treet

4x3

Bed

Tow

nhouses. Lot 1

19 0

n C

179

49

MT

C B

uild

er

1 C

hace C

lose

Cookto

wn

04386699

62

3

180

1 200

440

300

500

600

900

450

300

200

400

2 2

00 2 7

00

2 6

40

2 7

40

225

150

300

L1 300x75

G.L

SF1

140mm THK REINF Concrete Slab

SL82 MESH . 32MPa CONC.

0.6mm Bond Dek Metal floor with

SL82 reinforcing over. 30mm top cover

Provide props @1.2mcrts to control

deflection during pour and 14 day curing time.

19mm expoxy finishto F.C shower panels

C4.90x90Hwd10PLcleat cfw to 180 PFC2M16 bolts

C1 200 DiaPVC Column soild concrete core filled2/N16 Vert bar


10mm Plaster board ceiling on 40x35 battens Electrical wiring to run in cavity

Plumbing Duct lower ceiling to suit

Select flooringto deck area

Ventilation and Light opening

Plasterboard flush set ceilingto follow rake of Hardwood trusses

Select finish to Kitchencabinets Tba.

10mm glas splash,rebate into C4 posts

Green glass to all windows and doorsTo Comply to BCA 3.6

Select wall tiles Tba.Floor to fall 1:60 in ShowerMin. 1:70 to waste.

Walls to have plaster set openingsto Kitchen and Ensuite rooms.See detail.

Fire wall to continue tounderside of roofing iron.As per BCA 3.7.1.860/60/60 wallFig. 3.7.1.11

90x35 Mgp12 H2 framingHardwood lintelsM12 Galv. hold down rods.each truss.

Cross section A-A

Polished timber stairslet stringer into stud wallsto support treads.Sq set plaster treads.

Recess 40mm wet area floor1:60min fall

Conceal plumbing in wall cavity

Full height walls asindicated on plan

Shadow line finish to wall/ceiling

4.5mm hardie flex soffit liningsProvide F.C linings to one side of seperating truss to form continuous fire barrier with seperating wall.To comply with BCA 3.7.1.11

C1 200 DiaPVC Column soild concrete core filled2/N16 Vert bar

TH3

SF1

P1

P1

Height of base wall variesMax 1.0m high

TH1

N12 Dowels @600crts

Fire wall to continue tounderside of roofing iron.As per BCA 3.7.1.860/60/60 wallFig. 3.7.1.11

Install Fire and Acoustic system as per 'Boral specificationtables'Boral' fire 60/60/60 from tables C6, C14'Boral' acoustic tables D3 ,E3, E6with a combined Rw+Ctr of 50 or better.

20.01 standard blocks-soild filled reinforced vert @ 1200crts N12reinforced Horzt. with double bond beam N16. solid filled joints.

Line side A and B- 1x13mm plasterboard28mm furring channelImpact clips @1200 crts.TSB3 insulation between cavities

TH2

125lt solar hot water

B1.

A.C. unit 1&3 A.C. unit 2&4

A.C- drainage within wall cavity discharge into D.pipe

B2.B2.

B2.B2. B2.B2.

Sheet #

Drawn By:

Date:

Scale:

1:100

MTC Building

Services

06/11/2010

Kim

berl

ey S

treet

4x3

Bed

Tow

nhouses. Lot 1

19 0

n C

179

49

MT

C B

uild

er

1 C

hace C

lose

Cookto

wn

04386699

62

4

28

1 1

00Internal western red cedar wall panels to outside ofwet areas provide breathable sisalation behind linings.

10mm toughen glass splash backColour TBA

Service duct.Trusses (T2) F.L to 2.7m

Provide stud framing to directly support and transfer loads to Lintels and Pitching beams

Provide soiled blocking to support and transfer loads to Pitching beams

C4.90x90 Hwd postssupport points of L1.

90x35 mgp10 H2pine framing to internal wall framesprovide damp course under all plates Let stair stringer into frame work

Flush set around step treads.

Cross Section B-BP

lum

bin

g D

uct

Units 2 and 4 Typical layout as shown in units 1 and 3

G.L

Install Fire and Acoustic system as per 'Boral specification tables'Boral' fire 60/60/60 from tables C6, C14'Boral' acoustic tables D3 ,E3, E6with a combined Rw+Ctr of 50 or better.

20.01 standard blocks-soild filled reinforced vert @ 800crts N12reinforced Horzt. with double bond beam N16. solid filled joints.

Line side A and B of fire wall with- 1x13mm plasterboard on 28mm furring channel install withImpact clips @800 crts.TSB3 insulation between cavities of furring channels.

0.75x40mm Metal roof battensSpace each end at max 600 crts900 crts max intermediate.

90x35 out riggers fixed to under side of battensProvide framing anchor to each outrigger

SF1SF2

Hardwood roof trusses to man.f. specifications.T1- Inverted trusses.T2- Provide lower framing to Finished height of 2.7m

Fire wall to continue tounderside of roofing iron.As per BCA 3.7.1.860/60/60 wallFig. 3.7.1.1175x50 Hardwood blocks only to pass over fire wallpack with Mineral fibre fire resisting material

L1 220x90-10PL2M16 bolts thru.

100upvc sewer drainage 1:60 fall

Green glass to louver windows

Readicote internal doors3 hinges, enamel paint finish

open storage above door wayand landing

P

Tapware , light switches set at 1100mm from finished floor level

L3

R1

SF2 mass concrete footing 400x600wide with 5 N11TMN12 Vert. wall bar Reinf. @800crts min 500 lapN12 Vert. footing/slab Reinf. @600crts min 500 lap

Strip footing to be kept below ground level to allow plumbingpipes to travel through.

SF1 mass concrete footing 300 x450wide with 4 -11TMN12 Vert. Reinf. @600crts bent into slab/footing

Double bond beam 2/N16 at floor level

Double bond beam at ceiling level 2 N16

Single bond beam on top course single N16

T2 T2 T1 T1T1T1T1T1

Sheet #

Drawn By:

Date:

Scale:

1:100

MTC Building

Services

06/11/2010

Kim

berl

ey S

treet

4x3

Bed

Tow

nhouses. Lot 1

19 0

n C

179

49

MT

C B

uild

er

1 C

hace C

lose

Cookto

wn

04386699

62

5

800

1 200 1 200

1 2

00

2 5

96

600

1 390

TH1

Ground Level Footing Plan

P1

P1P1

SF1

TH1

P1

TH

2 TH2

TH2TH2

SF1

SF

2S

F2

TH3 TH3

SF1- 300 deepx 450 wide 4-11TMSF2- 400 deepx600 wide 5-11TMTH1- 300 deepx300 wide N12 dowels @600max crtsTH2- 300 deepx 300 wide 3-11TMTH3- 300 deepx 300 wide 3-11TMP1- 600Diax 900 deep mass conc. footingC1- 200 Dia PVC refin. column double N16 vert.C2 150 Dia PVC refin. column single N16 vert.C3-89x89x3shs Dura Gal col.C4-90x90 Dar Hwd postCp- 150x150 cast in Galv.plate 4 legs.

SF

1

SF1

SF

1

SF1 SF1

SF1

SF1

SF1

TH3 TH3

FOOTING AND SLAB NOTES* FOOTINGS HAVE BEING DESIGNED FOR A MINIMUM BEARING PRESSURE OF200 kPa & CLASS 'P' SITE CLASSIFICATION ACCORDING TO A.S. 2870 BUILDERTO VERIFY SITE CONDITIONS PRIOR TO CONSTRUCTION.As per site classiication report by ETS CL09-371-001R 10/06/2009* NATURAL FOUNDATIONS TO BE GRUBBED OUT & FREE FROM ORGANICMATTER & DEBRIS & COMPACTED TO A MIN. 95% SRDD AT -5% TO +2% OFOPTIMUM CONTENT, OR NOT LESS THAN 70% DENSITY INDEX OFCOHESIONLESS SOILS. FILL TO SLAB & FOUNDATIONS SHALL BE APPROVEDNON- PLASTIC MATERIAL, COMPACTED IN MAX 150mm LAYERS TO 95% SRDDAT-5%TO +2% OF OPTIMUM MOISTURE CONTENT OR NOT LESS THAN 70 %DENSITY INDEX FOR COHESIONLESS SOILS.

* FOOTING TRENCHES SHALL BE CLEAN & DRY AT THE TIME OF CASTING WITHANY SOFTENED MATERIAL REMOVED . BASE OF FOOTINGS TO BE FOUNDEDON FIRM NATURAL GROUND WITH MINIMUM SAFE BEARING PRESSURE OF 100kPa* REMOVE GRASS AND TOP SOIL CONTAINING ROOTS FROM SLAB SITE.* PROVIDE COMPACTED SAND BEDDING UNDER SLAB.* PROVIDE 0.2mm POLYTHENE MOISTURE BARRIER UNDER SLAB & FOOTINGS.* CONCRETE TO SLAB & FOOTINGS TO BE MIN N20 , 80mm SLUMP, 20mm AGGREGATE.* VIBRATE ALL CONCRETE, CURE FOR 7 DAYS MINIMUM.*CONCRETE COVER TO BE MAINTAINED BY THE USE OF APPROVED CHAIRSSPACED AT APPROX. 750mm CRS. CONDUITS & PIPES NOT TO BE PLACED WITHINCOVER CONCRETE.* LAPS SHALL BE ;- N12-450mm N16-600mm, FABRIC-ONE COMPLETE MESHOVERLAP BETWEEN SHEETS.* CAST IN ITEMS SHALL BE HOT DIPPED GALVANISED.* FOOTINGS SHALL NOT BE LOCATED CLOSER TO THE NEAREST EDGE OFA STORMWATER/SEWER TRENCH THAN THE DEPTH OF THE TRENCH.* SITE AREA TO BE GRADED TO READILY REMOVE SURFACE WATER &PREVENT PONDING.*EXECUTION & CONTROL TESTING OF EARTHWORKS & ASSOCIATEDSITE PREPARATION WORKS SHALL COMPLY WITH A.S. 3798

STEEL WORK*ALL STEEL WORK SHALL BE IN ACCORDANCE WITH A.S. 4100 STEEL STRUCTURES CODESTEEL SHALL BE :-* AS 3679 &3678 GENERALLY* AS 1163 GRADE FOR HOLLOW SECTIONS* BOLTS SHALL BE COMMERCIAL GRADE 4.6/S SNUG TIGHTENED* BOLTS SHALL BE GALVANIZED & OF SUFFICIENT LENGTH TO EXCLUDE THE THREADFROM THE SHEAR PLANE* A SUITABLE WASHER SHALL BE USED UNDER ALL NUTS UNLESS OTHER WISESPECIFIED THE FOLLOWING SHALL APPLY* WELDING 6mm CONTINUOUS FILLET WELD TO FULL PERIMETER AT CONTACT* CLEATS, BRACKETS, STIFFENERS EX. 10mm PLATE* 5PL. END PL. TO ALL HOLLOW SECTIONS.* BOLT HOLE CLEARANCE 2mm* HOLD DOWN CLEARANCE 2mm* PAINTING SHALL CONSIST OF ONE COAT OF APPROVED METAL PRIMER& TWO FINISHING COATS.* SELECTION OF PAINTING SYSTEM SHALL TAKE INTO ACCOUNTCLOSE PROXIMITY OF SALTWATER ENVIRONMENT* SITE WELDS TO BE PAINTED OVER WITH 2 COATS OF ZINC RICHPAINT ( COLD GALVIT OR EQUIVALENT)

P1 P1

100 thick N25conc slabSL82 single layer mesh30mm top cover

TH

3

P1P1

P1

Cp C3 Cp C3Cp C3 Cp C3Cp C3

C2

P1

C2

P1

Sheet #

Drawn By:

Date:

Scale:

1:100

MTC Building

Services

06/11/2010

Kim

berl

ey S

treet

4x3

Bed

Tow

nhouses. Lot 1

19 0

n C

179

49

MT

C B

uild

er

1 C

hace C

lose

Cookto

wn

04386699

62

6

Reinforced Concrete Beams

scale 1:20

3-N12 Tie in bars each column to slab 450each leg

90x35mgp12 pine framing

anchor beside openings ,each truss

and max 1200ctrs intm.

Column C1 200mmDia PVC

corefilled column 2/N16 Vert.

10mm plasterboard walls

H2 treated moulding's

Selected floor finishes to concrete slab

Select Hardies Fibre cement claddings

140mm THK REINF CONC. SLAB




Provide props @ 1.2m crts to control


Beam 1 - 440 deep

Mass concrete beam Reinf.

3-N16 top & bott.

N12 Ligs @200 crts within

1000 of support other wise 400 Crts.

30mm cover to Ligs.

860 860 860 860 860 860 860 600

900

600600

900

13 6

80

12 370

Roof Framing and Bracing Plan

L1L1

Hardwood roof trusses at max 900 crts to man.f specifications. Truss each side of fire wall.Provide M12 rod with 100x75x6 angle each truss M16 Galv. bolt thru gang plate of truss.Fix end wall /trusses @1.8m crts to 75x38 binder.22mm metal ceiling battens @450crts.

D1

D1- Lintel connection to masonry wallscale 1:10

200x10 PL with 200x6 PL CFW4xM16 bolts epoxy glued to Corefilled masonry wall

Slot L1 to take plate, provide200x10 Pl with 200x6 Pl CFW4xM12 bolts thru beam

Expoxy grout to M16bolts into conc. wall 55mmHilti expoxy HIT-HY

30x1.0 speedi bracereturn down each end member

30x1.0 speedi bracereturn down each end member

Each truss -100x75x6angleM16 bolt thru gang plate+M12 rod 50mm cyl.washeranchor to underside of framing



90x35 boot framing anchors to each 90x35 outriggerfixed to trusses/roof battens

C3 C3L4L

4

L4

L4

L3

L3

L3

L3

L3

L3

L4 L4

L4

L4

DpDp

Dp

Dp

Dp

Dp Lintel scheduleL1-300x75 F14 Hwd or 180 PFCL2-not usedL3-100x75 F14 HwdL4-200x75 F14 hwd

HARDWOOD ROOF TRUSSES TO MANUF. SPEC.TO WIND CLASSIFICATION C2Colour bond ROOFING FIX TO MANUF. SPEC. FORWIND CLASSIFICATION C2

40 X 0.75 CYCLONIC ROOF BATTENS.PROVIDE 50mm ANTI CON INSULATION BLANKET UNDERROOFING.CYCLONIC 0.75 METAL ROOF BATTENS FIXED AT600 CRTS TOP AND BOTTOM AND MAX 900 CRTS INTERMEDIATE25mm METAL CEILING BATTENS FIX AT 450 CRTS10mm PLASTERBOARD CEILINGSMETAL FASCIA AND GUTTERSDOUBLE 40x35 H2 SOFFIT BATTENS

MIN. H2 TREATED MOULDING'S AND FINISHES

TIMBER FRAMING TO BE IN ACCORDANCE WITH AS1684.3-1999 UNO

* FIX FRAMING TO SLAB WITH M 12 BOLTS@900CRSINTERNAL TIMBER STUD WALLS* 90x35 MGP10* STUDS @ 450 MAX CRTS* 90x35 TOP & BOTTOM PLATES* NOGGIN @ 1350 MAX CRTS

S.A ( SMOKE ALARM)DENOTES IONIZATION ALARMS240/9V BACK UPLOCATION OF ALARMS IS INDICATIVEONLY & ARE TO COMPLY WITHRELEVANT BCA PART 3.7.2

BR-------- 4mm F27 Structural Ply bracing sheetsin accordance with 1864.3 to archive rakingresistance of 6.4kn/m

220x90x10 PL to top of Post2M16 bolts thru Lintel(L1 to C4 typical connection)

C4C4C4C4

BR 1.2BR

0.8

BR

1.3

BR

1.9

BR

1.9

BR

1.3

BR 1.2 BR

0.8

BR 1.8BR 1.8

BR 2.9 BR 2.9 Sheet #

Drawn By:

Date:

Scale:

1:100

MTC Building

Services

06/11/2010

Kim

berl

ey S

treet

4x3

Bed

Tow

nhouses. Lot 1

19 0

n C

179

49

MT

C B

uild

er

1 C

hace C

lose

Cookto

wn

04386699

62

7

1 200

3 750

1 2

00

500

500

1 0

10

240

2 4

95

2 4

96

3 0

40

6 0906 090

12 370

90

1 5

00

90

2 0

80

90

3 6

10

90

C1

B1

Stairwell Stairwell

C3

C3

Upper Slab Plan

C2 C2

C1 C1

C1C1

C1 C1 C1 C1

C1C1

C1 C1



0.6mm Con Dek Metal floor with


Provide props@ 1200 crts to control






Provide props @ 1200 crts to control


CpCp

DpDp

Beam B1

3-N16 Top and Bott.N12 Ligs @200 Crts within 1000 of supports, otherwise 400Crts. 30mm cover to all Ligs

0.6 Structual Formwork

DTP- Double top plate(Load Bearing wall)

R1- 100x50 Hwd Rafters

Single layer SL 82 mesh 30mm T.C140 thick slab 32mpa

C4

B1- concrete beams to be continuous thru party wall

B1

B2 180pfc below slab

C4 C4 C4 C4

C4 hold down typical300x10PL CFW to 180 PFC belowto receive 2M16 bolts

B1B1

R1

R1

Concrete BeamsB1-440x200 Reinf.conc beam see detailB2-180 PFC

ColumnsC1-200Dia Pvc 2/ N16 CorefilledC2-150Dia Pvc 1/N16 CorefilledC3-89x89x3SHS Dura Gal ColumnC4-90x90 dar Hwd postCp- 150x150x10 Galv. Cast in plate 4N12

Priv Scrn- Privacy screen

44

0

C1

C1 C1

C1




Sheet #

Drawn By:

Date:

Scale:

1:100

MTC Building

Services

06/11/2010

Kim

berl

ey S

treet

4x3

Bed

Tow

nhouses. Lot 1

19 0

n C

179

49

MT

C B

uild

er

1 C

hace C

lose

Cookto

wn

04386699

62

8

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

S

S

S

S

S

S

S

S

S

S

S

S

S

D / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / P

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS

D / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / PD / P

500

4 100

2 4

00

900

600

900

25.0

Dra

ina

ge E

asm

ent

Plumbing Plan

Scale 1:150

Dp

23.1

Stack

24.1

24.1

Dp

22.6

Dp

23.1

24.1

24.1

24.1

23.6 23.1

21.1

21.1

22.6

24.6

23.6

Dp

24.6

Typical lower plumbing plan

Sta

ck

Sta

ck

450x450 S.water Pit

ExtF1.8

Dp

Fall concrete

driveway

Fall concrete

driveway

Fall concrete

driveway

100mm sloted drain100mm sloted drain 450x450 S.water Pit

Kerb edge to driveway

ORGLdry Ldry

Vanity VanityLFD LFD

Dp

Dp

WC WC

450x450 S.water Pit

50mm Vent 50mm Vent

Dp

Dp

VanityVanity

Shwr Shwr

WC WC

Sink Sink

I.OI.O

DpDp

ORG

Dp

Typical upper plumbing plan

D/P- Drainage pipe storm water

Dp - Down pipe

S/W - Storm water

-S- Sewer 100mm

WC- water closet

Shwr- shower

I.O - inspection opening

Dp

Dp

Sheet #

Drawn By:

Date:

Scale:

1:100

MTC Building

Services

06/11/2010

Kim

berl

ey S

treet

4x3

Bed

Tow

nhouses. Lot 1

19 0

n C

179

49

MT

C B

uild

er

1 C

hace C

lose

Cookto

wn

04386699

62

9

SD SD

Ens

Electrical Upper Floor Plan

P P

landing

Ent./Living

Indoor Floored

area

Dining

Bed 1

landing

Dining

S

Bed 1

Indoor

floored areaEnt./Living

A/C A/C

S

UP UP

SD

SD SD

WP WP

Retr

acta

ble

Div

idin

g w

all

S S

Duct

Store

Under stairs

Bed 1/ 2

Open Double Carport

Entry path

Entry

Ldry

Lower Floor Plan

Duct

Store

Under stairs

Bed 1/ 2

Open Double Carport

Entry path

SS

Fire &

Aco

usti c

wall

see s

ection n

ote

s

Retra

cta

ble

Divid

ing w

all

Ldry

Entry

A/C. units

ceiling mounted

clo

thes lin

e

clo

thes lin

e

Wall mounted light @2200

Double power point @ 300

Ceiling mounted light

Phone point @ 300

Smoke detector mains supply

1400 S. steel ceiling fan

36 watt round fluro

Pathway bollard

Exhaust fan

Wall light @2200

Phone @300

Flush ceiling mount directional light

A/CA/C

Sheet #

Drawn By:

Date:

Scale:

1:100

MTC Building

Services

06/11/2010

Kim

berl

ey S

treet

4x3

Bed

Tow

nhouses. Lot 1

19 0

n C

179

49

MT

C B

uild

er

1 C

hace C

lose

Cookto

wn

04386699

62

10

Documents

Drawn By: MTC Buildingmtcbuilders.com.au/files/Kimberely-layout.pdfN 13 440 5 151 6 440 12 371 13 100 2 490 1 420 2 490 50 000 20 000 600 5 120 1 420 3 100 2 700 2 400 12 370 25.0