c:usersuserdocumentsacadprivate projectsnewstart (21-431

CONTENTS

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CONTENTS

NOTES

SITE PLAN

EXISTING LOWER FLOOR PLAN

EXISTING UPPER FLOOR PLAN

PROPOSED LOWER FLOOR PLAN

PROPOSED UPPER FLOOR PLAN

SLAB SETOUT PLAN

ELEVATIONS 1

ELEVATIONS 2

SECTIONS

DETAILS 1

DETAILS 2

LOWER BRACING PLAN

UPPER BRACING PLAN

BRACING DETAILS

BLANK LOWER ELECTRICAL PLAN

BLANK UPPER ELECTRICAL PLAN

PROJECT No. DWG No. ISSUE

DATE

SCALE

USE WRITTEN DIMENSIONS IN PREFERENCE TO SCALING, CHECK AND VERIFY ALL DIMENSIONS ON SITE.

DRAWN BY

DRAWING TITLE

CLIENT

PROJECT:

ON A3 SHEET1 : 100

- 1 E

AUG '21

CRP

TITLE

PRAV CHAND

PROPOSEDEXTENSION

Lot 16 (#6) CoralPea Close, Warner

3D FRONT CORNER

3D FRONT AXONOMETRIC

3D REAR CORNER

BUILDER:

VENERANDO AMATOLICENCE # 1259853

• A.F.L. - ABOVE FLOOR LINE• A/C - AIR CONDITIONER • B/BAR - BREAKFAST BAR • BR - BROOM CUPBOARD • BS - BATH SPOUT • BTH - BATH TUB• CL - CLOTHES LINE • CSD - CAVITY SLIDING DOOR• CUP - CUPBOARD • DH - DOUBLE HANG WINDOW • DP - DOWN PIPE • DW - DISHWASHER • DR - DRAWER• FG - FIXED GLASS WINDOW • FW - FLOOR WASTE • GB - GAS BOTTLES • HP - HOT PLATE• HW - HOT WATER SYSTEM • LB - LETTER BOX• LBW - LOAD BEARING WALL • LIN - LINEN CUPBOARD • M - MIXER • MB - METER BOX• MH - MANHOLE• MIR - MIRROR • MSD - MIRROR SLIDING DOOR • MW - MICROWAVE • OBS - OBSCURE GLASS WINDOW • OHC - OVERHEAD CUPBOARD • PAN - PANTRY • PS - PLUMBING STACK • R - SHOWER RAIL• RH - RANGEHOOD • REF - SPACE FOR REFRIGERATOR INCLUDING TAP AND OHC • RH - RANGEHOOD • RL - REDUCED LEVEL • S/S - SPLIT SYSTEM • SA - SMOKE ALARM • SD - SLIDING DOOR • SHR - SHOWER (900x900 U.N.O.) • SHV - SHELVES • SPR - SPREADER • SR - SHOWER RAIL • STV - STOVE • TR - TOWEL RAIL • TRH - TOILET ROLL HOLDER• TWR - TOWEL RING HOLDER • TUB - LAUNDRY TUB • U.N.O. - UNLESS NOTED OTHERWISE • UBO - UNDER BENCH OVEN • VB - VANITY BASIN • VSD - VINYL SLIDING DOOR • VU - VANITY UNIT • W.I.R. - WALK IN ROBE • WA - WATER CONNECTION (SHOWER) • WC - WATER CLOSET • WM - WASHING MACHINE SPACE (INCLUDING HOT & COLD TAP)• YG - YARD GULLY

LEGEND

1. DESIGNED IN ACCORDANCE WITH BCA.2. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE FOLLOWING

AUSTRALIAN STANDARDS AND CODES AS REFERENCED IN THE BUILDING CODE OF AUSTRALIA.

AS 1562 - DESIGN AND INSTALLATION OF METAL ROOFING AS 1757 - CONCRETE ROOF TILES AS 2050 - FIXING OF ROOFING TILES AS 2870 - RESIDENTIAL SLABS AND FOOTINGS AS 2904 - DAMP-PROOF COURSES AND FLASHINGS AS 3700 - MASONRY IN BUILDINGS AS 1684.2 - CODE OF PRACTICE FOR CONSTRUCTION IN TIMBER FRAMING AS 3660.1- 2000 PROTECTION OF BUILDINGS FROM SUBTERTANEAN3. BUILDING WORK TO COMPLY WITH THE QUEENSLAND

DEVELOPMENT. CODE (ALL RELEVANT MANDATORY PARTS) INCLUDING; -PART MP4.1 SUSTAINABLE BUILDINGS -PART MP4.2 WATER SAVING TARGETS (PLEASE NOTE THAT THE INSTALLATION OF HOT WATER SYSTEM TO NEW DWELLING IS NOW COVERED BY THE THE QUEENSLAND PLUMBING AND WASTEWATER CODE AND NOT PART MP4.1)4. ALL WET AREAS TO COMPLY WITH BCA CLAUSE 3.8.15. AAA (AS/NZS 6400:2004) SHOWER ROSES WITH 500KPa WATER PRESSURE LIMITING VALVE.6. DUAL FLUSH CISTERNS. 3L/6L.7. LIGHT AND VENTILATION TO COMPLY WITH BCA CLAUSES 3.8.4 AND

3.8.5.8. FLUORESCENT OR COMPACT FLUORESCENT LIGHTING, 80% OF ALL

LIGHTING.9. DIMENSIONS ARE TO FRAME, BRICKWORK OR SLAB AND DON'T

INCLUDE WALL OR CEILING LININGS OR FLOORING.

GENERAL NOTES

1. PLATFORM RL TO BE CONFIRMED ON SITE BY BUILDER BEFORE WORK COMMENCES

2. UNLESS NOTED OTHERWISE LEVEL OF SLAB TO RESIDENCE BY BUILDER TO GIVE EQUAL CUT AND FILL, TAPER BATTERS TO 1 IN 2 CUT AND 1 IN 4 FILL max

3. ALL BUILDING WORK TO BE CONTAINED WITHIN THE PROPERTY BOUNDARIES, INCLUDING RETAINING WALLS AND DRAINAGE.

4. SURVEYORS CERTIFICATE CONFIRMING THAT ALL BOUNDARIES TO BE SUPPLIED AT FINAL STAGE (FOR ZERO LOT CONSTRUCTION).

5. IF APPLICABLE, NO BUILDING WORK IS TO BE CARRIED OUT WITHIN THE EASEMENT BURDENING THIS PROPERTY.

6. DRIVEWAY TO BE CONSTRUCTED AT NO MORE THAN A MAXIMUM GRADIENT OF 1 IN 4.

7. MINIMUM 100 x 75 DOWNPIPES (EACH TO DRAIN MAX 50.00sqm ROOF AREA) DISCHARGING INTO STORMWATER DRAINAGE PIPES AS SHOWN. MINIMUM GRADE TO STORMWATER SEWER TO BE 1%.

8. SEWERAGE AND STORMWATER LINE POSITIONS TO BE CONFIRMED ON SITE PRIOR TO COMMENCEMENT OF CONSTRUCTION IN ACCORDANCE WITH LOCAL COUNCIL RECORDS.

9. WIND CLASSIFICATION TO BE CONFIRMED BY ENGINEER PRIOR TO CONSTRUCTION.

SITE NOTES

1. WHERE APPLICABLE SLAB STEPDOWN TO EXTERNAL SURFACES TO COMPLY WITH THE BCA.

2. UNLESS NOTED OTHERWISE GARAGE SLAB TO BE SET DOWN OR SLOPED TO BUILDERS SPECIFICATIONS.

3. WRITTEN DIMENSIONS TAKE PREFERENCE OVER SCALE.4. WHERE BRICKWORK IS APPLICABLE DIMENSIONS ARE TO THE

EXTERNAL EDGES. 5. CONCRETE SLABS, PATHS AND DRIVEWAYS NOT DESIGNED BY

ENGINEER ARE NOT PART OF THIS APPLICATION.6. ALL EXTERNAL HINGED AND SLIDING DOORS ON LOWER LEVEL

TO BE SET IN A REBATE OF 25mm.7. TO BE READ IN CONJUNCTION WITH ENGINEERS

SPECIFICATIONS AND DETAILS.

SETOUT NOTES

1. LIFT OFF HINGES TO COMPLY WITH THE BCA, PART 3.8.3 (REQUIRED WHERE PAN IS LESS THAN 1200MM FROM DOOR HINGE).

2. SMOKE ALARMS TO BE PROVIDED IN ACCORDANCE WITH BCA 3.7.2 AND AS3786. AS3786 REQUIRES PHOTOELECTRIC TYPE SMOKE ALARMS AND THE INSTALLATION IS TO BE CONNECTED TO CONSUMER MAINS POWER (HARD-WIRED) OR POWERED BY A 10-YEAR LITHIUM BATTERY. LOCATION OF SMOKE ALARMS IS ON EACH LEVEL OF LIVING SPACE (BETWEEN KITCHEN AND BEDROOMS); OUTSIDE EACH BEDROOM (BETWEEN KITCHEN AND BEDROOMS); AND IN EVERY BEDROOM. ALL SMOKE ALARMS SHOULD BE INTERCONNECTED.

3. PROVIDE THRESHOLDS TO EXTERNAL DOORS IN ACCORDANCE WITH CLAUSE 3.9.1 OF BCA (WHERE STEPDOWNS ARE MORE THAN 190mm).

4. WHERE APPLICABLE ARTICULATION OF BRICKWORK AS PER ENGINEERS DESIGN REPORT AND THE BUILDING CODE OF AUSTRALIA, PART 3.3.1.

5. WRITTEN DIMENSIONS TAKE PREFERENCE OVER SCALE.6. WINDOWS ALL SLIDING U.N.O.

PLAN NOTES


DATE

SCALE


DRAWN BY

DRAWING TITLE

CLIENT

PROJECT:

ON A3 SHEET1 : 100

- 2 E

AUG '21

CRP

NOTES

PRAV CHAND

PROPOSEDEXTENSION


3D REAR AXONOMETRIC

BUILDER:


EXISTINGDWELLING

EXISTING FENCE

EXISTING DRIVEWAY

CORAL PEA CLOSE

EXISTINGSWIMMING

POOL

CO

RA

L P

EA

CL

OS

E

1000

0

19000

1045

0

19450

99.917 m 180° 00' 00"

60.6

06 m

90°

00' 0

0"

89.919 m 359° 38' 50"5.188 m

344° 47' 09"

5.18

8 m

314°

49' 3

0"

5.1

88 m

284°

56' 3

0"

49.9

99 m

270°

00' 0

0"

PROPOSEDEXTENSION

EXISTING SHED

ORIGINAL BUILDING ENVELOPE

27 710

28 180

48967

49417

EX

IST

ING

FE

NC

E

EXISTING FENCE

EX

IST

ING

FE

NC

E

DP DP

DP

DP

DP

DP SPR.

DP

DP

DP SPR.

PROPOSED RETAINING TOMATCH EXISTING

100m

mØ

PVC

PIP

ING

,

MIN

. 1 IN

100

FALL

TO

EXISTIN

G S

TOR

MW

ATER

EXISTING SURFACE IRRIGATION

EXISTING SEPTIC TANKS

EXISTING SEWER CONNECTION

YG

YG

YGYG YG

EXISTING RAINWATER TANK

EXISTING RUBBLE PIT

YARD GULLIES CONNECTED TO EXISTING STORMWATER

GROUND TO FALL MIN. 1:50 AWAY FROM HOUSE

FOR FIRST METER

NO

RT

H


DATE

SCALE


DRAWN BY

DRAWING TITLE

CLIENT

PROJECT:

ON A3 SHEETAsindicated

- 3 E

AUG '21

CRP

SITE

PRAV CHAND

PROPOSEDEXTENSION


1 : 350

SITE PLAN

PROPERTY DESCRIPTION

LOT NO 1

PLAN NO RP206454

COUNCIL GOONDIWINDI

SITE AREA 2438m²

SITE COVER 10.0%

BUILDER:


UP

4270

2040

2310

470

6140

26120

2420 1330 1820 800 5140 1000 2310 2730 8570

4240

2220

1330

3170

4270

BR

BE

NC

H

820

770 820

770

2/820

GARAGE

LAUN.BATH

STUDY

ENTRY

LIVING

DINING

KITCHEN

FAMILY

SUN

RUMPUS

520

1523

0

REMOVE EXISTING BRICKWORK ALONG THIS WALL

REMOVE BRICKWORK AND BAY WINDOWSFOR FUTURE RELOCATION

NO

RT

H


DATE

SCALE


DRAWN BY

DRAWING TITLE

CLIENT

PROJECT:

ON A3 SHEET1 : 100

- 4 E

AUG '21

CRP

EXISTING LOWERFLOOR PLAN

PRAV CHAND

PROPOSEDEXTENSION


1 : 100

EXISTING LOWER FLOOR PLAN

EXISTING FLOOR AREAS

LOWER LIVING 223.3 m²

UPPER LIVING 131.0 m²

PATIO 27.1 m²

DECK 22.6 m²

PORCH 20.8 m²

TOTAL AREA 424.8 m²

BUILDER:


1523

0

11980

150

11680

15042

7010

960

6610

2310

2040

4270

800 5140 1000 2310 2730

RO

BE

RO

BE

ROBE

LINEN

BEDROOM 3

BEDROOM 2

BEDROOM 4BATH

GAMES

W.I.R.ENS.

BEDROOM 1

770 770

2/520

820

2/520

770770

820

820820 CSD

WC

VOID

DECK

REMOVE EXISTING BRICKWORK ALONG THIS WALL

NO

RT

H


DATE

SCALE


DRAWN BY

DRAWING TITLE

CLIENT

PROJECT:

ON A3 SHEET1 : 100

- 5 E

AUG '21

CRP

EXISTING UPPERFLOOR PLAN

PRAV CHAND

PROPOSEDEXTENSION


1 : 100

EXISTING UPPER FLOOR PLAN

EXISTING FLOOR AREAS

LOWER LIVING 223.3 m²

UPPER LIVING 131.0 m²

PATIO 27.1 m²

DECK 22.6 m²

PORCH 20.8 m²


BUILDER:


UP

UP

SIN

K

BEDROOM

STUDY

PWDENS. W.I.R.

ENTRYENTERTAINMENT

BAR

STORE

LIN

EN

820

820

720

1020

720 CSD

21.42 SD oxxo

21.42 SD oxxo

06.12 SW

18

.24

SW

09

.24

SW

09

.06

SW

WC

VB

RE

FLIN

EN

2/7

20

VS

D

VS

D

2202790

702000

70530

705700

701530

703100

2202600

100

16440 2700

6340

3870

400

3170

3550

4240

220

1980

90

3830

220

220

2000

70

220

3030

70

1730

701000

70

3800

220

2204860

70600 5700

703500 1200

220

70930

70530

703700

2202100

150

6340

100

3070

100

3070

100

220

3870

7023

3070

220

1300

7090

07013

0 7013

3070

1300

7096

070

220

9770

220

2206300

70

OH

C

711

598

1692

598

2891

1100x1000SHR

WC

VB

VB

RELOCATEDWINDOWS

100x100 TIMBERPOSTS TO MATCH EXISTING

OB

S

OBS

09.24 SW

2/820

PROVIDE ADDITIONAL SUPPORT FOR FUTURE

STAIR LIFT

LINE OF UPPER FLOOR

TRH

TRH

TWR

TR

SASA

SA

SA

DP

DP

DP

DP DP DP

DP

PS900 OPENING

STEEL BEAM AS SPECIFIED BY ENGINEER

75x75 SHS POST 75x75 SHS POST

FW

SA

NO

RT

H


DATE

SCALE


DRAWN BY

DRAWING TITLE

CLIENT

PROJECT:

ON A3 SHEET1 : 100

- 6 E

AUG '21

CRP

PROPOSEDLOWER FLOORPLAN

PRAV CHAND

PROPOSEDEXTENSION


1 : 100

PROPOSED LOWER FLOOR PLAN

PROPOSED FLOOR AREAS

EXISTING LOWER LIVING 220.6 m²

PROPOSED LOWER LIVING 131.6 m²

EXISTING UPPER FLOOR 130.2 m²

PROPOSED UPPER FLOOR 73.7 m²

EXISTING PATIO 27.1 m²

EXISTING DECK 22.6 m²

EXSTING PORCH 20.8 m²

PROPOSED DECK 17.6 m²

PROPOSED PORCH 15.7 m²


BUILDER:


DN

BEDROOM BEDROOMBATH

WC

RUMPUS

820 820

720

720

RO

BE

RO

BE

LINEN

21

.15

FD

21

.15

FD

12

.18

SW

06.21 SW 09.12 SW 09.06 SW 06.21 SW

VSD

VS

D

VS

D

11360 2700

703400

70530

701930

70930

70530

703400

2202600

100

704000

70 704000

220

220

3200

70

3000

70

6560

4050

1096

0

220

2170

70

960

70

220

2700

70

430

70

220

1770

7014

3019

7010

3070

220

2170

7096

070

220

3200

7030

0070

150

100

3070

100

3070

100

2600

100

2556

100 13

1410

0 1600

1061

020

4023

1066

10

706370 3500 1200

220

BALUSTRADE

BA

LU

S.

06.21 SW

12

.18

SW

OBS OBS

BTH

VB

SHR

TR

TR

H

100x100 TIMBERPOSTS TO

MATCH EXISTING

SA

SA

SA

SA

DP DP

DP

DP SPR. DP SPR.

BALUSTRADE

BA

LU

ST

RA

DE

BA

LU

ST

RA

DE

FW

SA

SA

SA

SA

SA

SA

SA

NO

RT

H


DATE

SCALE


DRAWN BY

DRAWING TITLE

CLIENT

PROJECT:

ON A3 SHEET1 : 100

- 7 E

AUG '21

CRP

PROPOSEDUPPER FLOORPLAN

PRAV CHAND

PROPOSEDEXTENSION


1 : 100

PROPOSED UPPER FLOOR PLAN

PROPOSED FLOOR AREAS

EXISTING LOWER LIVING 220.6 m²

PROPOSED LOWER LIVING 131.6 m²

EXISTING UPPER FLOOR 130.2 m²

PROPOSED UPPER FLOOR 73.7 m²

EXISTING PATIO 27.1 m²

EXISTING DECK 22.6 m²

EXSTING PORCH 20.8 m²

PROPOSED DECK 17.6 m²

PROPOSED PORCH 15.7 m²


BUILDER:


SINK

VB

VB

FW

SHR

WC

PS

VB

WC

600 2100

2700

1495 900

1985

1320

585

3530

10 3645 6340

598

1692

598

2891

OUTSIDE EDGE OF BRICKWORK

EDGE OF SLAB REBATE

540

1482

6370

4990

4930

400

3870

6340

770

360

1055

720

599

599

611

720

16440

150

709

5031

7031

20

265050

150

3720

400

NO

RT

H


DATE

SCALE


DRAWN BY

DRAWING TITLE

CLIENT

PROJECT:

ON A3 SHEET1 : 100

- 8 E

AUG '21

CRP

SLAB SETOUTPLAN

PRAV CHAND

PROPOSEDEXTENSION


1 : 100

SLAB SETOUT PLAN

BUILDER:


FACE BRICKWORK TO MATCH EXISTING

EXISTING CONCRETE ROOF TILES@25° PITCHMIN. 1000 HIGH BALUSTRADE

TO NCC REGULATIONSTO MATCH EXISTINGCONCRETE ROOF TILES

@25° PITCHTO MATCH EXISTING

RELOCATED WINDOWS

RENDERED BLUEBOARDTO MATCH EXISTING


EXISTING CONCRETE ROOF TILES@25° PITCH

CONCRETE ROOF TILES@25° PITCHTO MATCH EXISTING

CONCRETE ROOF TILES@20° PITCH

TO MATCH EXISTING

MIN. 1000 HIGH BALUSTRADETO NCC REGULATIONSTO MATCH EXISTING


DATE

SCALE


DRAWN BY

DRAWING TITLE

CLIENT

PROJECT:

ON A3 SHEET1 : 100

- 9 E

AUG '21

CRP

ELEVATIONS 1

PRAV CHAND

PROPOSEDEXTENSION

Lot 16 (#6) CoralPea Close, Warner1 : 100

FRONT (SOUTH) ELEVATION

1 : 100

SIDE (WEST) ELEVATION

BUILDER:


FACE BRICKWORKTO MATCH EXISTING

CONCRETE ROOF TILES@20° PITCH TO MATCH EXISTING


CONCRETE ROOF TILES@25° PITCH TO MATCH EXISTING


EXISTING FACE BRICKWORK







DATE

SCALE


DRAWN BY

DRAWING TITLE

CLIENT

PROJECT:

ON A3 SHEET1 : 100

- 10 E

AUG '21

CRP

ELEVATIONS 2

PRAV CHAND

PROPOSEDEXTENSION

Lot 16 (#6) CoralPea Close, Warner1 : 100

REAR (NORTH) ELEVATION

1 : 100

SIDE (EAST) ELEVATION

BUILDER:


LOWER FLOOR

LOWER CEILING

UPPER FLOOR

UPPER CEILING

LOWER JOINERY

UPPER JOINERY

PLATFORM

FOOTINGS AND SLAB TO BE IN ACCORDANCE WITH SOIL ENGINEERS REPORT

PROVIDE BINDERS IN ACCORDANCE WITH TRUSS MANUFACTURERS SPECIFICATIONS MINIMUM TO BE 70x35 ON FLAT @ 3000 CRS

ENGINEER DESIGNED PREFABRICATED TIMBER ROOF TRUSSES TO MANUFACTURERS SPECIFICATION @ 600 CRS TRUSSES TO BE MINIMUM JOINT GROUP JD4

2440

320

2440

385

2100

2100BEDROOMRUMPUS

ENTERTAINMENT

25° ROOF PITCH25° ROOF PITCH

450600

20° ROOF PITCH

(NOMINAL)

PITCHING O/H

LOWER FLOOR

LOWER CEILING

UPPER FLOOR

UPPER CEILING

LOWER JOINERY

UPPER JOINERY

PLATFORM

2100

2100 24

4032

024

4038

5

ENTERTAINMENTSTORE

RUMPUS

BEDROOM

DECK

PORCH

450

600

FOOTINGS AND SLAB TO BE IN ACCORDANCE WITH SOIL ENGINEERS REPORT

PROVIDE BINDERS IN ACCORDANCE WITH TRUSS MANUFACTURERS SPECIFICATIONS MINIMUM TO BE 70x35 ON FLAT @ 3000 CRS

ENGINEER DESIGNED PREFABRICATED TIMBER ROOF TRUSSES TO MANUFACTURERS SPECIFICATION @ 600 CRS TRUSSES TO BE MINIMUM JOINT GROUP JD4

25° ROOF PITCH25° ROOF PITCH

25° ROOF

PITCH

20° ROOF

PITCH

(NOMINAL)

600PITCHING

O/H

PITCHING


DATE

SCALE


DRAWN BY

DRAWING TITLE

CLIENT

PROJECT:

ON A3 SHEET1 : 100

- 11 E

AUG '21

CRP

SECTIONS

PRAV CHAND

PROPOSEDEXTENSION


1 : 100

SECTION A

1 : 100

SECTION B

BUILDER:


PLASTERBOARD WALL AND CEILING LININGS

PREFABRICATED TIMBER ROOF TRUSSES@ 600 CRS - TRUSSES TO BE ENGINEER DESIGNED AND FIXED IN ACCORDANCE

WITH MANUFACTURERS SPECIFICATIONS

50x75 F5 (MIN.) SOFFIT BEARERS @

600 CRS

FC SOFFIT LININGS

CONCRETE FOOTINGS AND SLAB IN

ACCORDANCE WITH SOIL ENGINEERS REPORT

FLOORING AS SPECIFIED

PROVIDE TERMI-MESH OR SIMILAR PHYSICAL BARRIER TO PERIMETER OF

HOUSE AND SLAB OPENINGS IN ACCORDANCE WITH AS 3660.1

BOTTOM PLATE FIXED TO SLAB AT OPENINGS, CORNERS AND @ 1200 MAX CRS INBETWEEN - REFER TO

AS1684

MIN. 1 IN 50 FALL FOR THE FIRST

METER

175

385

DAMP PROOF COURSE

WEEP HOLES @ 900 MAX. CRS


FACE BRICKWORK

RIM BOARD

M12 ANCHOR BOLTS @1200 CRS, CORNERS AND

BETWEEN OPENINGS


FLOOR JOISTS AS SPECIFIED

1 ROW WALL TIES (EXTRA) @ 300 CRS

PROVIDE SISALATION TO WALL IN ACCORDANCE WITH

ATTACHED ENERGY EFFICIENCY DESIGN

CONCRETE ROOF TILES AS SPECIFIED,BATTENS AS PER

MANUFACTURERS SPECIFICATIONS

PROVIDE R2.5 INSULATION TO CEILING OR ROOF

175

310

CONCRETE FOOTINGS AND SLAB IN ACCORDANCE WITH

SOIL ENGINEERS REPORT


REINFORCEMENT AS REQUIRED BY ENGINEERS REPORT

200um POLYTHENE MEMBRANE LAPPED 200 AND SEALED WITH APPROVED TAPE

50mm MIN. THICK BEDDING SAND




AS1684

WAFFLE POD SLAB

DAMP PROOF COURSE




WITH MANUFACTURERS SPECIFICATIONSCONCRETE ROOF TILES AS SPECIFIED,

BATTENS AS PERMANUFACTURERS SPECIFICATIONS


FACE BRICKWORK

FC SOFFIT LININGS

50 x 75 F5 (MIN.) SOFFIT BEARERS

@ 600 CRS

METAL FASCIA & GUTTERFIXED IN ACCORDANCE

WITH MANUFACTURERSSPECIFICATIONS


DATE

SCALE


DRAWN BY

DRAWING TITLE

CLIENT

PROJECT:

ON A3 SHEET1 : 20

- 12 E

AUG '21

CRP

DETAILS 1

PRAV CHAND

PROPOSEDEXTENSION


1 : 20

TWO STOREY BRICK DETAIL

1 : 20

BRICK WALL DETAIL

BUILDER:


CONCRETE FOOTINGS AND SLAB IN

ACCORDANCE WITH SOIL ENGINEERS REPORT





AS1684

MIN. 1 IN 50 FALL FOR THE FIRST

METER

175

385

DAMP PROOF COURSE



FACE BRICKWORK

RIM BOARD

PROVIDE SISALATION TO WALL IN ACCORDANCE WITH ATTACHED

ENERGY EFFICIENCY DESIGN


CLADDING AS SPECIFIED

50x75 F5 (MIN.) SOFFIT BEARERS @

600 CRS

FC SOFFIT LININGS


AS1684

PROVIDE SISALATION AND R1.5 BULK INSULATION TO WALL IN ACCORDANCE WITH ATTACHED ENERGY EFFICIENCY

DESIGN



FLASHING


WITH MANUFACTURERS SPECIFICATIONSCONCRETE ROOF TILES AS SPECIFIED,

BATTENS AS PERMANUFACTURERS SPECIFICATIONS


TIMBER FRAMING SCHEDULE - N3

ROOF TYPE - TILETRUSSES @ 600 MAXIMUM CRSMAXIMUM ROOF LOAD WIDTH - 4200MINIMUM STRESS GRADE - MGP12 U.N.O.MINIMUM JOINT GROUP - JD4 U.N.O.

UPPER STOREY - 2440 CEILING70 x 35 STUDS @ 450 CRS (NOT NOTCHED FOR BRACING)2/70 x 35 STUDS BESIDE OPENINGS UP TO 1900 WIDE3/70 x 35 STUDS BESIDE OPENINGS UP TO 3300 WIDE4/70 x 35 STUDS BESIDE OPENINGS UP TO 4600 WIDE45 x 70 TOP PLATES (TIED DOWN @ 1200 CRS)35 x 70 BOTTOM PLATES

LOWER STOREY - 2440 CEILING70 x 35 STUDS @ 450 CRS (NOT NOTCHED FOR BRACING)2/70 x 35 STUDS BESIDE OPENINGS UP TO 1300 WIDE3/70 x 35 STUDS BESIDE OPENINGS UP TO 2300 WIDE4/70 x 35 STUDS BESIDE OPENINGS UP TO 3300 WIDE5/70 x 35 STUDS BESIDE OPENINGS UP TO 4300 WIDE45 x 70 TOP PLATES (TIED DOWN @ 1200 CRS)35 x 70 BOTTOM PLATES

TIMBER FRAMING NOTES

• WHERE GIRDER TRUSSES OR OTHER POINT LOADS ARE TO BE SUPPORTED OVER LINTELS, SIZES OF LINTELS ARE TO BE CONFIRMED PRIOR TO CONSTRUCTION.

• ALL INTERNAL NON-LOADBEARING TOP AND BOTTOM PLATES TO BE 35 x 70 MIN. F5 STUDS @ 600 MAX. CRS (CAN BE NOTCHED).

• LINTEL DESIGN TO BE SUPPLIED BY MANUFACTURER (TIMBER FRAME SUPPLIER).

• LINTELS TO BE FIXED AS PER TABLE 9.20 OF AS1684.2:2010 - 1/M10 BOLT TO SIDES OF OPENING, AND TOP PLATE TO BE BOLTED TO LINTEL WITHIN 100mm OF EACH TRUSS OR RAFTER.

• ROOF BRACING TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND DESIGN.

• TIMBER SIZES DESIGNED USING "DESIGN IN HYNE VERSION 7.0" PROGRAM.

TIE DOWN SPECIFICATION - N3

ROOF TYPE - TILETRUSSES @ 600 MAXIMUM CRSMAXIMUM ROOF LOAD WIDTH - 4200MINIMUM JOINT GROUP - JD4 U.N.O.

BATTENS TO TRUSSES (MAX. UPLIFT FORCE = 0.5kN)METAL ROOF BATTENS FIXED TO MANUFACTURER'S SPECIFICATIONS

TRUSSES TO TOP PLATE (UPLIFT FORCE = 2.3kN)30x0.8mm G.I. STRAP 3/2.8mm Ø NAILS EACH END, EACH TRUSS (4.7kN)

TOP PLATE TO STUDS TO BOTTOM PLATE (UPLIFT FORCE = 4.7kN)30x0.8mm G.I. STRAP 6/2.8mm Ø NAILS EACH END @ 1200 MAX. CRS (8.4kN)

BOTTOM PLATE TO FLOOR FRAME OR SLAB (UPLIFT FORCE = 3.1kN)M10 ANCHOR BOLTS OR RODS @ 1200 CRS AND ALONGSIDE OPENINGS (15.0kN)

LINTELS TO JAMB STUDS30x0.8mm G.I. STRAP 4/2.8mm Ø NAILS EACH END @ 900 MAX. CRS (5.9kN)30x0.8mm G.I. STRAP 4/2.8mm Ø NAILS EACH END @ 1800 MAX. CRS (8.4kN)

NOGGINGS TO STUDS2/75x3.05mm NAILS SKEWED OR THROUGH NAILED

MULTIPLE STUDS1/75x3.05mm NAIL @ 600 MAX. CRS

VERANDAH BEAMS AND ROOF BEAMS TO POST1/M12 OR 2/M10 BOLTS (UNLESS OTHERWISE SPECIFIED FOR TIE DOWN)

MIN. 1 IN 100 FALL

FC CEILING FIXED DIRECTLY TO JOISTS

COMPRESSED FIBRE CEMENT FLOORING WITH WET SEAL

OVER AND TILE FINISH

MIN. 1000 HIGH BALUSTRADE TO NCC STANDARDS

PLASTERBOARDCEILING LINING


WITH MANUFACTURERS SPECIFICATIONS

FC SOFFIT LININGS


10mm DRIP EDGE

APPROPRIATE OVER-SEALING WITH FIXING

CONCRETE ROOF TILES AS SPECIFIED,BATTENS AS PER

MANUFACTURERS SPECIFICATIONS


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ON A3 SHEETAsindicated

- 13 E

AUG '21

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DETAILS 2

PRAV CHAND

PROPOSEDEXTENSION


1 : 20

BRICK AND CLAD DETAIL

1 : 50

DECK DETAIL

BUILDER:


UP

UP

WIND

DIRECTION

BUILDING

WIDTH

(m)

ELEVATION

AREA

(sqm)

WIND

PRESSURE

(kPa)

TABLE RAKING

FORCE

(kN)

TOTAL RAKING

FORCE

(kN)

BRACING CALCULATIONS : WIND RATING N3

A 6.34

6.56

8.2

8.5

10.91

32.37

0.93

1.30

10.15

42.08 50.09

B 3.87 8.47.28 1.10 8.01

6.56 8.377.15 1.30 100.30 110.45

0.9m PL4

0.6

m P

L4

WIND

DIRECTION

BRACE

TYPE

STRENGTH

(kN/m)

LENGTH

(m)

RESISTANCE

(kN)

TOTAL

RESISTANCE

(kN)

RESISTANCE PROVIDED

A PL4 6.0 18.90 113.40

B PL4 6.0 8.10 48.60

51.752.10 3.15

0.9m PL4 0.9m PL4

0.9

m P

L4

0.9

m P

L4

0.9

m P

L4

0.9m PL4

2.1m TB1

TB1 1.5

0.9

m P

L4

0.9

m P

L4

0.9

m P

L4

0.9

m P

L4

0.9

m P

L4

0.9

m P

L4

0.9

m P

L4

0.9

m P

L4

0.9

m P

L4 0.9

m P

L4

0.6

m P

L4

0.6

m P

L4

0.9

m P

L4 0.9

m P

L4

0.9

m P

L4

0.9

m P

L4

0.9

m P

L40.9

m P

L4

113.40

0.9m PL4

0.9m PL4 0.9m PL4 0.9m PL4

0.9m PL4

NO

RT

H


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LOWER BRACINGPLAN

PRAV CHAND

PROPOSEDEXTENSION


1 : 100

LOWER FLOOR BRACING PLAN

BUILDER:


DN

WIND

DIRECTION

BUILDING

WIDTH

(m)

ELEVATION

AREA

(sqm)

WIND

PRESSURE

(kPa)

TABLE RAKING

FORCE

(kN)

TOTAL RAKING

FORCE

(kN)

BRACING CALCULATIONS : WIND RATING N3

A 6.56 8.238.34 1.10 42.17

17.11B 6.56 8.414.26 1.20 17.11

42.17

WIND

DIRECTION

BRACE

TYPE

STRENGTH

(kN/m)

LENGTH

(m)

RESISTANCE

(kN)

TOTAL

RESISTANCE

(kN)

RESISTANCE PROVIDED

A PL4 6.0 7.50 45.00

B PL4 6.0 2.70 16.20

24.305.40 8.10

0.9m PL4

0.6

m P

L4

TB1 1.5

0.9m PL4

0.9m PL4

0.9

m P

L4

0.6

m P

L4

2.7m TB12.7m TB1

0.6

m P

L4

0.6

m P

L4

0.6

m P

L4

0.9

m P

L4

0.9

m P

L4

0.9

m P

L4

0.9

m P

L4

45.00

NO

RT

H


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- 15 E

AUG '21

CRP

UPPER BRACINGPLAN

PRAV CHAND

PROPOSEDEXTENSION


1 : 100

UPPER FLOOR BRACING PLAN

BUILDER:


NO END SPLITS ALLOWED

DRILL IF NECESSARY

30 x 0.8 GI STRAP WITH

3 NAILS EACH END

2/50 x 2.8∅ NAILS TOEACH STUD & PLATES

75 x 15 F11 OR

PROPRIETARY METAL

ANGLE BRACE

NOMINAL FIXING TO FLOOR

REFER TABLE 9.4 AS 1684.2-2010

LENGTH OF PANEL (AS SHOWN ON PLAN)

150 (MAX) 150

(MAX)

BRACE TYPE TB1 -

1.5 kN/m

FIX TOP PLATE TO ROOF FRAME

1 FIXING FOR EACH 4.Om OR PART

LENGTH OF WALL SEE DETAILLENGTH OF WALL SEE DETAIL

1 FIXING FOR EACH 1.0m OR PART


50 (MAX) 50 (MAX)

LENGTH OF BRACE

AS SHOWN ON PLAN

NAILS 50mm CRS

NAILS 150mm CRS

NAILS 150mm CRS

NAILS 50mm CRSNAILS 300mm CRS

BRACE TYPE PL4 -

6.0 kN/m

STUDS 450 CRS STUDS 600 CRS

F27 - 4.5mm

F14 - 6mm

F11 - 7mm

F8 - 9mm

F27 - 4mm

F14 - 4mm

F11 - 6mm

F8 - 7mm

PLYWOOD THICKNESS

CORNER INTO PLATE

M10 COACHSCREW TO EACH

0.6m LONG PANELS TO HAVE

6.0 kN/m

BRACE TYPE PL4 -

AT 150mm CRS (METHOD A), OR

ALL SHEET EDGES TO BE NAILED

[WHERE MULTIPLE SHEETS USEDMIN EDGE DISTANCE 20mm2.8∅ GALV CLOUTS x 30 LONG

PLYWOOD SHEET FIXED WITH

NAILS 300mm CRS NAILS 150mm CRS

NAILS 150mm CRS

M12 ANCHOR ROD

NAILS 150mm CRS

ANCHOR ROD

AS SHOWN ON PLAN

LENGTH OF BRACE

(MAX)50(MAX)50


1 FIXING FOR EACH 1.0m OR PART

LENGTH OF WALL SEE DETAIL

TO EXTERNAL WALLSROOF FRAME ALONG WALLROOF FRAME ACROSS WALL

FIXING TOP OF BRACING WALLS

SPECIFICATION TO BE MAINTAINED

TRUSS AND TOP PLATE TO TRUSS

NOTE FOR TRUSSES GAP BETWEEN

TRUSS OR CEILING JOIST

BRACING WALL

BRACING WALL

TRUSS OR CEILING JOIST

WITH AS1684.2-2010 - TABLE 8.22(j)6/3.33∅ NAILS EACH IN ACCORDANCE

EACH SIDE NAILED TO TOP PLATE

45x70 F5 (MIN.) BLOCKING PIECES

ANCHORS EACH END IN ACCORDANCE WITH

OR CEILING JOISTS FIXED WITH 2 FRAMING

90x45 F5 (MIN.) NOGGING BETWEEN TRUSSES

5 NAILS EACH END FOR SWD

4 NAILS EACH END FOR HWD

2/30x0.8 GALV STRAPS

EXTERNAL WALL

BRACING WALL

WITH AS1684.2-2010 - TABLE 8.22(e)6/3.33∅ NAILS EACH IN ACCORDANCE

EACH SIDE NAILED TO TOP PLATE

45x70 F5 (MIN.) BLOCKING PIECES

AS1684.2-2010 - TABLE 8.22(e)

IN ACCORDANCE WITHAS1684.2-2010 - TABLE 8.18(h)

IN ACCORDANCE WITHAS1684.2-2010 - TABLE 8.18(h)

IN ACCORDANCE WITHAS1684.2-2010 - TABLE 8.18(c)

BRACING PLY MANUFACTURER FOR

BUILDER TO CHECK WITH THE

SPECIFIC FIXING INSTRUCTIONS

50mm CRS (METHOD B)]

INTERNAL

IN ACCORDANCE WITH

AS1684.2-2010 - TABLE 8.22(k)

M12 ANCHOR BOLTS, ORWITH 3/90mm No.14 TYPE 17SCREWS FOR 'METHOD C'

M12 ANCHOR BOLTS, ORWITH 3/90mm No.14 TYPE 17SCREWS FOR 'METHOD C'

STUDS 450 CRS STUDS 600 CRS

F27 - 4.5mm

F14 - 6mm

F11 - 7mm

F8 - 9mm

F27 - 3mm

F14 - 4mm

F11 - 4.5mm

F8 - 7mm

PLYWOOD THICKNESS

3.4 kN/m

BRACE TYPE PL2 -

AT 150mm CRS

ALL SHEET EDGES TO BE NAILED

[WHERE MULTIPLE SHEETS USEDMIN EDGE DISTANCE 20mm2.8∅ GALV CLOUTS x 30 LONG

PLYWOOD SHEET FIXED WITH

NAILS

NAILS 150mm CRS

NAILS 150mm CRS

AS SHOWN ON PLAN

LENGTH OF BRACE

(MAX)50(MAX)50

IN ACCORDANCE WITHAS1684.2-2010 - TABLE 8.18(g)

150mm CRS

NAILS150mm CRS

NAILS150mm CRS

M12

USE ONLY METHOD ANOTE :- FOR 600 LONG BRACES

(METHOD B)(METHOD A)

M12 ANCHOR BOLTS AT EACH END OF BRACING SHEATH AND AT MAX. 1200mm CRS


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AUG '21

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BRACING DETAILS

PRAV CHAND

PROPOSEDEXTENSION


BUILDER:


UP

UP

SASA

SA

SA

SA

NO

RT

H


DATE

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PROJECT:

ON A3 SHEET1 : 100

- 17 E

AUG '21

CRP

BLANK LOWERELECTRICAL

PRAV CHAND

PROPOSEDEXTENSION


1 : 100

BLANK LOWER ELECTRICAL PLAN

BUILDER:


DN

SA

SA

SA

SA

SA

SA

SA

SA

SA

SA

SA

NO

RT

H


DATE

SCALE


DRAWN BY

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PROJECT:

ON A3 SHEET1 : 100

- 18 E

AUG '21

CRP

BLANK UPPERELECTRICAL

PRAV CHAND

PROPOSEDEXTENSION


1 : 100

BLANK UPPER ELECTRICAL PLAN

BUILDER:


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