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Page 1: Smart eDA - Mackay Council€¦ ·  · 2014-09-27Smart eDA ID: 1388982420470 , Your Reference ID: ... and all relevant current Australian Standards. ... - AS PER AS 1684. 1999 National

Smart eDA (http://www.smarteda.qld.gov.au) Page of 1 1 January 21, 2014, 03:56 PM

Initiator: RPS Australia East Pty Ltd Recipient: Mackay Regional Council

Information response provided21/01/2014 3:44:18 PM

Smart eDA

Smart eDA ID: , Your Reference ID: 1388982420470 DA-2014-1

History detail

Description Monique Fenn (Mackay) provided an information response.

Response N/A

Attachments

140121 MRC IRR Final (Upload) Information Response: View

rachelsm
Received (Auto Date)
Page 2: Smart eDA - Mackay Council€¦ ·  · 2014-09-27Smart eDA ID: 1388982420470 , Your Reference ID: ... and all relevant current Australian Standards. ... - AS PER AS 1684. 1999 National
Page 3: Smart eDA - Mackay Council€¦ ·  · 2014-09-27Smart eDA ID: 1388982420470 , Your Reference ID: ... and all relevant current Australian Standards. ... - AS PER AS 1684. 1999 National
Page 4: Smart eDA - Mackay Council€¦ ·  · 2014-09-27Smart eDA ID: 1388982420470 , Your Reference ID: ... and all relevant current Australian Standards. ... - AS PER AS 1684. 1999 National

OFFICE USE ONLYAMENDMENTS TO SCHEDULE

REV.STAGED

PLANDATE DESCRIPTION OF CHANGE TO SCHEDULE

16.09.13 G WD'S WORKING DRAWINGS

21.01.14 H WD'S WORKING DRAWINGS

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:

CHECKED:DRAWN:CLIENT:

S.P:

PARISH:

COUNTY:

LAND AREA:

PROPERTY DETAILS

USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.

STAGED PLAN:DESIGN:

CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________

1 : 100

SUZANNE KIPPEN

LOT 2 32 FIELD STREETWEST MACKAY QLD

00021.01.14

13 00015

HMN BJC

WD'S

402

228216PROPOSEDRESIDENCE

Cover Sheet

DRAWING LIST

000 Cover Sheet

001 3D Perspectives

100 Site Plan

200 Ground Floor

300 Elevations

301 Elevations

302 Sections

400 Slab Plan

500 Bracing Plan

600 Electrical Plan

601 Drainage Plan

700 Tie Down Details

701 Details

702 Details

All material shall be new UNO. Reused items to be checked for soundness etc. prior to use.

- AS PER ENGINEERS DETAILS

b. Walls to have a continuous cavity kept clear of mortar droppings.

a. Brickwork to conform to AS 3700 1998 Masonry in buildings

c. Ceramic tiles or other approved impervious material to walls above showers to 1800mm min above floor.

c. Brick foundation walls under timber floors to have vents at 7500 sq mm per metre length of externalwall. (Approx. 1 brick sized vent every 2 metres.)

a. Floor surfaces to bath & laundry shall be impervious, with junctions between wall and floor flashed to preventmoisture penetration into walls.

Dimensions take preference to scale and are to structure not finish.

Work shall comply with the Building Code of Australia, Building Act Qld, and all relevant current AustralianStandards. Any outdated Standards listed in these notes are to be taken to refer to the current edition.

Check and verify dimensions and confirm any existing dimensions marked.

All dimensions in millimetres.

d. Ground surface to be sloped 1:20 (min) away from building for 900mm (min) and to a pointwhere ponding will not occur near the building.

b. Footings shall be placed as per builders spec or engineers details.

c. Footings to found in non-expansive natural material having a minimum allowable bearing capacity of 100kPa.

e. Dish drains and ag-pipes to be provided as indicated to facilitate drainage of water awayfrom building into drainage system.

It is at the Builders discretion to position bulkheads or service panels underfloor framing to accommodate plumbing services

a. Site to be excavated and or filled to levels shown.

6. UNO = Unless Noted Otherwise.

OMP = Outer Most Point. DPC = Damp Proof Course.

a. All sizes of timber members deduced from AS 1684

c. Sizes of timber members may vary upon ordering requirements but must remain within the guidelinesof the said reference material.

b. All remaining sizes of items deduced from Australian Domestic Construction Manual orrelevant manufacturers specification.

Manufacturers specification means a current approved specification for use under the conditionsapplicable.

STEELWORK

BRICKWORK

REINFORCED CONCRETE

AS APPLICABLE - REFER DWG FOR MATERIALS USED.

WET AREA SURFACES

FRAMING TIMBER

BLOCKWORK

MATERIALS AND CONSTRUCTION

GENERAL NOTES:

SITE WORKS

DESIGN LOADS

c.Any variation at construction stage to comply with Council policy.

b. Position of retaining walls may vary and must be verified by builder prior to commencement.a. All retaining walls are to comply with Council policy on retaining walls and embankments on residential building sites.

RETAINING WALLS

- AS PER ENGINEERS DETAILS

- AS PER ENGINEERS DETAILS

- AS PER AS 1684. 1999 National timber framing code

4.3.

2.1.

5.

7.

d. Provide wall ties at 600mm spacings both vertical and horizontal andwithin 300mm of articulation joints. Brick ties to be stainless steel.

STAIR REQUIREMENTS

Min. tread 240mm, Min.riser 115mm, Max. riser 190mm. Space between open treads Max. 125mm. Treads to be a nonslip surface. Balustrades : min. 1000mm above landings with max. opening of 125mm and in accordanced with BCA3.9.2. For stainless steel ballustrade, refer to table 3.9.2.1 (Wire balustrade construction - required wire tension andmaximum permissible deflection) of the BCA

b. All wet areas to comply with BCA 3.8.1.2 and AS 3740. Splashbacks shall be imperviousfor 150mm above sinks, troughs and hand basins within 75mm of the wall.

TILED DECKS:

Tiled decks over livable areas are to be, in the following order over the floor joists : 19mm compressedFC 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 masticsealant under parchem emerproof 720

SAFTEY GLAZING TO BE USED IN THE FOLLOWING CASES:

a. All rooms - within 500mm vertical of the floorb. Bathrooms within 1500mm vertical of the floorsc. Fully glazed doorsd. Shower screense. Within 300mm of a door and <1200mm above floor levelf. window sizes are nominal only, actual sizes will vary with manufacturer, flashing all round

These plans are to be read in conjuction with any structural and civil engineering computions and drawings

All buildings shall be protected against termite attack in accordance with AS 3660.1 and a durable notice shallbe left in the meter box indicating type of barrier and required periodical inspections

All works shall comply with but not limited to the building code of australia and theaustralian standards listed below.

AS 1288 - 1994 GLASS IN BUILDINGS SELECTION AND INSTALLATION

AS 1562 - 1992 DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDING

AS 1684 - 1999 NATIONAL TIMBER FRAMING CODEAS 2049 - 1992 ROOF TILES

AS 2050 - 1995 INSTALLATION OF ROOF TILES

AS 2870 - 1996 RESIDENTIAL SLAB AND FOOTINGS - CONSTRUCTION

AS /NZS 2904 - 1995 DAMP-PROOF COURSES AND FLASHINGS

AS 3600 - 1994 CONCRETE STRUCTURES

AS 3660 - 2004 BARRIERS FOR SUBTERRANEAN TERMITES

AS 3700 - 1998 MASONRY IN BUILDINGSAS 3786 - 1993 WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS

AS 4055 - 1992 WIND LOADING FOR HOUSESAS 4100 - 1996 STEEL STUCTURES

Smoke detectors to be hard wired with emergency back-up and comply with AS3786

Wind speed as nominated on bracing plan or soil test

Provide lift-off hinges to WC or open out door or min. 1200mm clearance from door to pan.

All construction materials supplied must take into account proximity to coastal or industrial environments, in accordance with manuf. specifications

These plans are protected by copy right and are the property of the author.

RAIN WATER STORAGE TANKS IN ACCORDANCE WITH QUEENSLAND DEVELOPMENTCODE - PART 4.2 & 4.3

Mandatory rainwater tank 3000L per duplex unit, 5000L per single detached dwelling, for WC's, washingmachine cold water taps and external taps. Location TBC on site to provide the lesser of 100m2 or half-roof catchment area, with 15 litre first flush diversion as per builder. Auto switching device or trickle top-up system required attached to town water, with backflow prevention device. All tanks to be min. 450mmfrom side and rear boundary. Tanks over 2.4m high to be 1.5m from side and rear boundary. Relaxationrequired for tanks within 6.0m front boundary setback. Overflow to be connected to legal point ofdischarge

POOL FENCING

All pool fencing shall be a min. 1200mm high and inaccordance with AS 1926.1

Page 5: Smart eDA - Mackay Council€¦ ·  · 2014-09-27Smart eDA ID: 1388982420470 , Your Reference ID: ... and all relevant current Australian Standards. ... - AS PER AS 1684. 1999 National

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:

CHECKED:DRAWN:CLIENT:

S.P:

PARISH:

COUNTY:

LAND AREA:

PROPERTY DETAILS

USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.

STAGED PLAN:DESIGN:

CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________

SUZANNE KIPPEN

LOT 2 32 FIELD STREETWEST MACKAY QLD

00121.01.14

13 00015

HMN BJC

WD'S

402

228216PROPOSEDRESIDENCE

3D Perspectives

Page 6: Smart eDA - Mackay Council€¦ ·  · 2014-09-27Smart eDA ID: 1388982420470 , Your Reference ID: ... and all relevant current Australian Standards. ... - AS PER AS 1684. 1999 National

HWS

TA

P

TA

P

20000

1500 OMP 17050 1450 OMP

1500 WALL 9900 2800 3900 1900 WALL

20117

4950 O

MP

12500

2667 O

MP

3117 W

ALL

11600

5400 W

ALL

4210 O

MP

13240

2667 O

MP

20117

3117 W

ALL

1300

1600

7490

6610 W

ALL

1500 OMP 6850 3100 7100 1450 OMP

1500 WALL 6400 10090 2010 WALL

PROPOSED DRIVEWAY

FIELD STREET

PROPOSED RESIDENCE

METERBOX

DP

DP DP

DP

DP

DP

DP

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:

CHECKED:DRAWN:CLIENT:

S.P:

PARISH:

COUNTY:

LAND AREA:

PROPERTY DETAILS

USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.

STAGED PLAN:DESIGN:

CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________

1 : 100

SUZANNE KIPPEN

LOT 2 32 FIELD STREETWEST MACKAY QLD

10021.01.14

13 00015

HMN BJC

WD'S

402

228216PROPOSEDRESIDENCE

Site Plan 1 : 100

SITE PLAN1

NOTE: STORMWATER DRAINAGE CALCULATED FOR BUILDING ROOF AREAS AND ORPAVED AREAS SHOWN ON THIS PROPOSED DEVELOPMENT ONLY, AND MAY NOT BEADEQUATE FOR ANY SUBSEQUENT ROOF OR PAVED AREAS.MIN 100x75 DOWNPIPES ( EACH TO DRAIN MAX 40.00m SQU ROOF AREA) DISCHARINGINTO 100mm S/W DRAINAGE PIPEWORK (EACH RUN CARRYING MAX CAPACITY OF 8litres/sec) MIN GRADE TO RUBBLE PITS ON SITE TO BE 1%. ALL STORMWATER & DRAINAGETO BE IN COMPLIANCE WITH BCA PARTS 3.1.2 & 3.5.2 AS WELL AS ASNZS3500

NOTE : FINAL POSITIONS OF DOWNPIPES,METERBOX, TAPS, AC ODU, WATERTANK, GASBOTTLES AND HOT WATER SYSTEM, MAYDIFFER TO PLAN DUE TO SITE CONDITIONS.

Areas

Name Area

GARAGE 38.95 m²

LIVING 125.48 m²

TERRACE 15.08 m²

VERANDAH 24.80 m²

Grand total 204.31 m²

SITE COVER = 204.31m²SITE AREA = 402m²SITE COVERAGE = 50.82%

Page 7: Smart eDA - Mackay Council€¦ ·  · 2014-09-27Smart eDA ID: 1388982420470 , Your Reference ID: ... and all relevant current Australian Standards. ... - AS PER AS 1684. 1999 National

HWS

560 MH

TA

P

TA

P

fw

fw

fw

820

2148 Panel

GARAGE

BED 2

BATH

BED 3

VERANDAH

DINING

LIVING

TERRACE

820

820

720

LOH

720

CS

D72

0 C

SD

2115

SG

D

SW1218 SW1218DHW1806

1800

SW1818

SW

1818

DH

W18

06

DHW1806

2124SGD

KIT

CH

EN

ENTRY

MASTER BED

EN'S

WIR

WC

LAUNDRY

820

770

720

1500

STUDY

820

SW1218

2124SGD

620

BRM

LIN

EN

1200PIVOT

16600

9900 2600 200 3300 600

200 3000 70530

70 2220 70530

70 2940 200 6700

70 950 70 2400 70 2940 70 2730 200 3900

200 2180 70 750 70 950 70 1800 70530

70 2940 70 6630 200

200 3000 70 6430 70 700 1430 800

16490

200 6200 10090 0

200 6000 200650

140 2420 140760

140 5700 140

70 1530 90 3210 70 5230 90

1190

1210

1090

6400

1600

900

200

200

650

12790

560 1

40

1700

90

7200

200

2900

400

900

200

8800

90

2400

200

3830

70

1000

70

3830

90

400

200

6000

70

1800

70

3260

200

70

530

70

1200

70

70

3020

70

2040

200

70

950

70

980

70

3060

200

70

1200

70

1790

200

70

2000

70

3060

200

DH

W18

06

RE

FP

TRY

MB

SD

SD

DESK

900x1530

900V

AN

1200

VA

N

1200

x140

0

140x140HWD POST

600x200BLOCK PIER

400x200BLOCK PIER

DP

DPDP

DP

DP DP

DP

400x200BLOCK PIER

1302

2302

140x140HWD POST

140x140HWD POST

140x140HWD POST

12000

790

1 : 100

FLOOR - GROUND1

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:

CHECKED:DRAWN:CLIENT:

S.P:

PARISH:

COUNTY:

LAND AREA:

PROPERTY DETAILS

USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.

STAGED PLAN:DESIGN:

CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________

1 : 100

SUZANNE KIPPEN

LOT 2 32 FIELD STREETWEST MACKAY QLD

20021.01.14

13 00015

HMN BJC

WD'S

402

228216PROPOSEDRESIDENCE

Ground Floor

Areas

Name Area

GARAGE 38.95 m²

LIVING 125.48 m²

TERRACE 15.08 m²

VERANDAH 24.80 m²

Grand total 204.31 m²

NOTES :- FINAL POSITIONS OF DOWNPIPES, METERBOX, TAPS, AC ODU,WATERTANK, GAS BOTTLES AND HOT WATER SYSTEM, MAY DIFFER TOPLAN DUE TO SITE CONDITIONS.- LIFT OFF HINGES TO WC DOOR- SARKING TO EXTERNAL WALLS- R2.5 INSULATION TO CEILINGS- ALL SHOWER ROSES TO BE AAA RATED- WATER PRESSURE LIMITED TO 500 KPA AT THE METER- ROOMS WITH NO NATURAL VENTILATION TO HAVE MECHANICALVENTILATION INSTALLED- PROVIDE WATER AND POWER PROVISION TO DISHWASHER SPACE- WINDOW, SGD & INTERNAL DOOR SIZES ARE NOMINAL ONLY & TO BECONFIRMED WITH MANUFACTURER

LEGEND

B.BAR

HOT WATER SYSTEM

IONISATION SMOKE ALARM

EXT. 12mm HOSE COCK

BREAKFAST BAR

FLOOR WASTE

BRM

UBO

DP

WO

L'DRY

W.I.R.

PWD

EN'S

SHS

WALL OVEN TOWER

UNDER BENCH OVEN

BROOM CUPBOARD

SQUARE HOLLOW SECTION

DOWN PIPE

LAUNDRY

ENSUITE

POWDER ROOM

WALK IN ROBE

WH

FW

TAP

LB LOAD BEARING

CJ CONSTRUCTION JOINT

AHD AUSTRALIAN HEIGHT DATUM

OHC OVER HEAD CUPBOARD

DW DISHWASHER

AS AUSTRALIAN STANDARDS

SD

ARTICULATION JOINTS TOENGINEERS DETAIL

Page 8: Smart eDA - Mackay Council€¦ ·  · 2014-09-27Smart eDA ID: 1388982420470 , Your Reference ID: ... and all relevant current Australian Standards. ... - AS PER AS 1684. 1999 National

RLGround Floor

0.000

SFLGF Ceiling

2.500

450

560 POST

450

2115

SG

D

400x200BLOCK PIER

Cs

CfgCmr

140x140HWD POST

Cmr

Cs

Cfg

CE

ILIN

G

2500

JO

INE

RY

2100

25º PITCH

150 1290

150 950

RLGround Floor

0.000

SFLGF Ceiling

2.500

CE

ILIN

G

2500

400

JO

INE

RY

2100

400x200BLOCK PIER

140x140HWD POST

DH

W18

06

SW

1818

1200

PIV

OT

2124

SG

D

2148 Panel

560

560 POST560 POST

450

Cs

Wb Wb

CsCfg

Cmr

Cfg

Wb

25º PITCH

Wb

TIMBER FRAMED PERGOLA

140x140HWD POST

140x140HWD POST

WALL FINISHESCmr Concrete Masonry - Render FinishWb Scyon Linea Cladding

ROOF FINISHESCs Colorbond Steel RoofingCfg Colorbond Fascia & Gutter

Finishes Schedule

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:

CHECKED:DRAWN:CLIENT:

S.P:

PARISH:

COUNTY:

LAND AREA:

PROPERTY DETAILS

USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.

STAGED PLAN:DESIGN:

CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________

As indicated

SUZANNE KIPPEN

LOT 2 32 FIELD STREETWEST MACKAY QLD

30021.01.14

13 00015

HMN BJC

WD'S

402

228216PROPOSEDRESIDENCE

Elevations

1 : 100

ELEVATION 22

1 : 100

ELEVATION 11

Page 9: Smart eDA - Mackay Council€¦ ·  · 2014-09-27Smart eDA ID: 1388982420470 , Your Reference ID: ... and all relevant current Australian Standards. ... - AS PER AS 1684. 1999 National

RLGround Floor

0.000

SFLGF Ceiling

2.500

1290 150

560 POST

450

CE

ILIN

G

2500

2500

DH

W18

06

DH

W18

06

SW

1818

Cs

Cmr

Cfg

25º PITCH

600x200BLOCK PIER

Cs

Cfg

CmrWbCmr

400x200BLOCK PIER

140x140HWD POST

RLGround Floor

0.000

SFLGF Ceiling

2.500

Cs

Cfg

Cmr

CsCfg

25º PITCH

CmrCmr Cmr

2124

SG

D

SW

1218

SW

1218

DH

W18

06

600x200BLOCK PIER

400x200BLOCK PIER

CE

ILIN

G

2500

JO

INE

RY

2100

400

SW

1218

450

WALL FINISHESCmr Concrete Masonry - Render FinishWb Scyon Linea Cladding

ROOF FINISHESCs Colorbond Steel RoofingCfg Colorbond Fascia & Gutter

Finishes Schedule

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:

CHECKED:DRAWN:CLIENT:

S.P:

PARISH:

COUNTY:

LAND AREA:

PROPERTY DETAILS

USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.

STAGED PLAN:DESIGN:

CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________

As indicated

SUZANNE KIPPEN

LOT 2 32 FIELD STREETWEST MACKAY QLD

30121.01.14

13 00015

HMN BJC

WD'S

402

228216PROPOSEDRESIDENCE

Elevations

1 : 100

ELEVATION 42

1 : 100

ELEVATION 31

Page 10: Smart eDA - Mackay Council€¦ ·  · 2014-09-27Smart eDA ID: 1388982420470 , Your Reference ID: ... and all relevant current Australian Standards. ... - AS PER AS 1684. 1999 National

RLGround Floor

0.000

SFLGF Ceiling

2.500

REINFORCED SLAB ANDFOOTING TO ENGINEERSDETAILS

25º PITCH TIMBER TRUSSESTO MANUFACTURERSSPECIFICATIONS

L'DRY

2500

450

950 450

150

100

GARAGEBED 2

RLGround Floor

0.000

SFLGF Ceiling

2.500

2500

400

2100

150

730 560

450

REINFORCED SLAB ANDFOOTING TO ENGINEERSDETAILS

25º PITCH TIMBER TRUSSESTO MANUFACTURERSSPECIFICATIONS

DINING

100

100

LIVINGTERRACE VERANDAH

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:

CHECKED:DRAWN:CLIENT:

S.P:

PARISH:

COUNTY:

LAND AREA:

PROPERTY DETAILS

USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.

STAGED PLAN:DESIGN:

CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________

1 : 100

SUZANNE KIPPEN

LOT 2 32 FIELD STREETWEST MACKAY QLD

30221.01.14

13 00015

HMN BJC

WD'S

402

228216PROPOSEDRESIDENCE

Sections

NOTES:- SELECTED ROOF FIXED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS- ROOF BATTENS FIXED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS- ROOF TRUSSES TO MANUFACTURERS SPECIFICATION- BRACING OF TRUSSES TO BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS- ALL TIMBER SIZES TO CONFORM WITH BCA STANDARDS- SLAB & FOOTINGS TO ENGINEERS DETAIL- FLOORING MEMBERS TO ENGINEERS DETAIL

1 : 100

SECTION 11

1 : 100

SECTION 22

Page 11: Smart eDA - Mackay Council€¦ ·  · 2014-09-27Smart eDA ID: 1388982420470 , Your Reference ID: ... and all relevant current Australian Standards. ... - AS PER AS 1684. 1999 National

NOTES :- EXTERNAL PATIO & PORCH SLABS TO HAVE A 1:100 FALL AWAYFROM HOUSE- SLAB & FOOTINGS TO ENGINEERS DETAIL- TERMITE TREATMENT TO BE INSTALLED AS PERMANUFACTURERS SPEC. & IN ACCORDANCE WITH AS 3660.1- ALL DIMENSIONS TO BE CHECKED AGAINST FLOOR PLANDIMENSIONS- ALL DIMESIONS, LEVELS, HEIGHTS TO BE CONFIRMED ON SITE

16600

50DN TOWET AREAS

50DN TOWET AREAS

FFL = PAD + 400

FFL = PAD + 300

FFL = PAD + 300

FFL = PAD + 300

LIN

E O

F B

LOC

KW

OR

K

100DN

SLAB ON GROUND

LINE OF BLOCKWORK

SLAB ON GROUND

SLAB ON GROUND

SLAB ON GROUNDLINE OF BLOCKWORK

LIN

E O

F B

LOC

KW

OR

K

600x200 BLOCK PIERFOOTING TO ENGRSDETAILS

400x200 BLOCK PIERFOOTING TO ENGRSDETAILS

140X140 HWD POSTFOOTING TO ENGRS DETAILS

400x200 BLOCKPIER FOOTING TOENGRS DETAILS

100D

N

100D

N

13440

650

200

200

900

1600

6400

1090

1210

1190

3550

7490

1700

140

560

1300

9090

2400

9900 2600 200 3300 600

9900 6700

4100

12700 3900

16600

16600

200 6200 10090 110

6400650

140 2420 140760

140 5700 140

6400 10090

70 1530 8800

5290 1400 6010

1300

1820

900

2060

1200

13440

650

11600

400

790

560 1

404

90

6200

5400

1210

10390

LINE OF BLOCKWORK

90

140X140 HWD POSTFOOTING TO ENGRS DETAILS

140X140 HWD POSTFOOTING TO ENGRS DETAILS

6200 10400

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:

CHECKED:DRAWN:CLIENT:

S.P:

PARISH:

COUNTY:

LAND AREA:

PROPERTY DETAILS

USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.

STAGED PLAN:DESIGN:

CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________

1 : 100

SUZANNE KIPPEN

LOT 2 32 FIELD STREETWEST MACKAY QLD

40021.01.14

13 00015

HMN BJC

WD'S

402

228216PROPOSEDRESIDENCE

Slab Plan 1 : 100

SLAB PLAN1

Page 12: Smart eDA - Mackay Council€¦ ·  · 2014-09-27Smart eDA ID: 1388982420470 , Your Reference ID: ... and all relevant current Australian Standards. ... - AS PER AS 1684. 1999 National

3700

1500

6400

400

800 1800 1900 600 2200 1800 800 2600 200 3300 600

400 1800 600 600 2400 900

200

2700

800

1800

1100

600

2100

200 6200 10090

GARAGE BLOW - IN WALL-2/70x35 MGP12 TOP PLATE-70x35 MGP12 STUDS @ 450-70x35 MGP12 BOT PLATE-NOGGING @ 1350 CTRS-CONNECT TOP PLATE TO CEILINGDIAPHRAGM FOR LATERAL SUPPORT

L3

L3

L3

L3L1L1L1

L1

L1

400

900

1600

L3

L1

L1

EXTEND LINTEL REINFORCEMENT600mm PAST EACH FACE OF

GARAGE OPENING

600x200BLOCK PIER

400x200BLOCK PIER

400x200BLOCK PIER

L1

2/N16 2/N16

Blo

ck 1

200

Block 600

Blo

ck 8

00B

lock

120

0

Block 800

Block 400

Block 800 Block 1800

Blo

ck 1

200

Blo

ck 1

000

Ply 900 B

Block 1000Block 1200 Block 800

Blo

ck 4

00

Block 600

Blo

ck 8

00

Ply 600 A

Blo

ck 1

200

Block 1000Block 600

Blo

ck 3

000

Blo

ck 6

00B

lock

300

0B

lock

300

0B

lock

400

140x140HWD POST

140x140HWD POST

140x140HWD POST

140x140HWD POST

600 4800 1000

60 T

O

BTM

OF

BA

R

260

TO

BTM

OF

BA

R

60 T

O

BTM

OF

BA

R

260

TO

BTM

OF

BA

R

60 T

O

BTM

OF

BA

R

315

TO

BTM

OF

BA

R

200 200 200

LINTEL L1 LINTEL L2 LINTEL L3OPENINGS UP TO 18001:20

OPENINGS OVER 1800 UP TO 24001:20

OPENINGS OVER 2400 UP TO 36001:20

1/N16 TOP

& BOTTOM

1/N16 TOP

& BOTTOM

2/N16 TOP

& BOTTOM

L8-200 LIGATURE L8-200 LIGATURE

20.20

20.12

20.20 20.20

TYPICAL BOND BEAM

1:20

1/N16 TOP& BOTTOM OF2 COURSES

20.12 20.12

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:

CHECKED:DRAWN:CLIENT:

S.P:

PARISH:

COUNTY:

LAND AREA:

PROPERTY DETAILS

USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.

STAGED PLAN:DESIGN:

CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________

As indicated

SUZANNE KIPPEN

LOT 2 32 FIELD STREETWEST MACKAY QLD

50021.01.14

13 00015

HMN BJC

WD'S

402

228216PROPOSEDRESIDENCE

Bracing Plan

Wind Category

Note:Lintels shown on bracing plan may vary due tofinal location of girder trusses and truss design.

All lintel sizes to be confirmed by truss/framemanufacturer or structural engineer.

Roof Load Width

Direction A Bracing Required

Direction A Bracing Provided

Direction B Bracing Required

Direction B Bracing Provided

?

?

6500

156.00kN

242.60kN

Bracing Schedule Ground Floor

No of Description Length Res/m Dir A Dir B

2 190 Blockwork w/ N12 Tie Down 400 7.5 0 6

1 190 Blockwork w/ N12 Tie Down 600 9.833333 0 5.9

2 190 Blockwork w/ N12 Tie Down 800 11.125 0 17.8

1 190 Blockwork w/ N12 Tie Down 1000 12 0 12

4 190 Blockwork w/ N12 Tie Down 1200 12.5 0 60

3 190 Blockwork w/ N12 Tie Down 3000 15.333333 0 137.999997

1 190 Blockwork w/ N12 Tie Down 400 7.5 3 0

1 Plywood F14 4mm 150mm nailspacing Method A

600 6.4 3.84 0

1 Plywood F14 4mm 50mm nailspacing Method B

900 6 5.4 0

3 190 Blockwork w/ N12 Tie Down 600 9.833333 17.699999 0

3 190 Blockwork w/ N12 Tie Down 800 11.125 26.7 0

2 190 Blockwork w/ N12 Tie Down 1000 12 24 0

1 190 Blockwork w/ N12 Tie Down 1200 12.5 15 0

1 190 Blockwork w/ N16 Tie Down 1800 13.888889 25 0

120.64 239.699997

1 : 100

BRACING PLAN1

BLOCK WALL REINFORCEMENT

WIND CLASSIFICATION: C2BLOCKWORK:CEILING HEIGHT:

SUPPORTING:

200 SERIES C.M2500mm U.N.O

TIMBER TRUSSES

N12 VERTICALS AND STARTERS ADJACENT TO ALL-

CORNERS, INTERSECTIONS AND JOINTS OTHERWISE AT

1400 MAXIMUM CENTRES. LAP 600 U.N.O

ALL LINTELS TO BE 400 DEEP U.N.O-

PROVIDE 1/N16 TOP AND BOTTOM OF 400 DEEP BOND-

BEAM TO FULL PERIMETER (2 BARS TOTAL)

PROVIDE L8 LIGATURE ADJACENT TO ALL TRUSS CLEATS-

OR BOND BEAM TRUSS STRAPS

PROVIDE 1/N12 IN SINGLE COURSE BOND BEAM TO SILLS-

PROVIDE 2/N12 IN SINGLE COURSE BOND BEAM TO SILLS-

- CORE FILLED REINFORCED CORES ONLY U.N.O

WALL FRAMING SCHEDULE

GENERAL NOTES

NON-LOAD BEARING WALLS

WALL HEIGHT COMMON STUDS

TOP PLATE

NOGGING

BOTTOM PLATE

INTERNAL LOAD BEARING WALLS

WALL HEIGHT COMMON STUDS

TOP PLATE

NOGGING

BOTTOM PLATE

C2

ALL WORK TO COMPLY WITH THE BUILDING CODE OF-

AUSTRALIA, THE BUILDING ACT AMENDMENT ACT. AND

LOCAL AUTHORITY BY LAWS. TIMBER FRAMING TO BE IN

ACCORDANCE WITH AS1684.3 RESIDENTIAL TIMBER

-

COMMON STUDS - 450 CRS

SIZES AS PER BELOW UNLESS STATED ON PLANS

UP TO 3300 70x35 MGP10

70x35 MGP10

1/ROW 70x35 MGP10

70x35 MGP10

-

COMMON STUDS - 450 CRS

SIZES AS PER BELOW UNLESS STATED ON PLANS

UP TO 2700 70x45 MGP12

-

-

-

- 3/70x45 MGP12

M12 TIE-DOWNS ADJACENT TO ALL TRUSSES CORNERS,

INTERSECTIONS AND BESIDE OPENINGS OTHERWISE AT

- 1/ROW 70x35 MGP12

- 70x35 MGP12

UP TO 3600 LONG

UP TO 2400 LONG

900 CRS UNO.

FRAMED CONSTRUCTION.

LOCATION OF LOAD BEARING WALLS AND SIZEOF LINTELS TO BE CONFIRMED WITH PROVISION

OF FINAL TRUSS DESIGN LAYOUT

TO BE CONFIRMED BY ENGINEER

Page 13: Smart eDA - Mackay Council€¦ ·  · 2014-09-27Smart eDA ID: 1388982420470 , Your Reference ID: ... and all relevant current Australian Standards. ... - AS PER AS 1684. 1999 National

HWS

560 MH

MB

NOTE* - STANDARD HEIGHTS UNLESSSTARTED OTHERWISE.- KITCHEN BENCH DGPO 1100- MICROWAVE 1550- RANGEHOOD 1900- LAUNDRY 1350- BATHROOM 950- LIGHT SWITCHES 1350- DISHWASHER 600

LIGHTING TO COMPLY WITH 40% ENERGYEFFICIENCY REQUIREMENTS

CEILING FAN

CEILING FAN/LIGHT

CEILING LIGHT

RECESSED DOWNLIGHT

50mm DICHROIC DOWNLIGHT

FLOURESCENT CEILING LIGHT

DOUBLE FLOURESCENT

FLOOD LIGHT

WALL LIGHT

PHONE POINT

TELEVISION POINT

EXHAUST FAN

SINGLE GPO ( 300 high)

DOUBLE GPO ( 300 high)

SINGLE GPO ( refer to notes)

DOUBLE GPO ( refer to notes)

WATERPROOF GPO

INTERCOM

ALARM

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:

CHECKED:DRAWN:CLIENT:

S.P:

PARISH:

COUNTY:

LAND AREA:

PROPERTY DETAILS

USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.

STAGED PLAN:DESIGN:

CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________

1 : 100

SUZANNE KIPPEN

LOT 2 32 FIELD STREETWEST MACKAY QLD

60021.01.14

13 00015

HMN BJC

WD'S

402

228216PROPOSEDRESIDENCE

Electrical Plan

1 : 100

ELECTRICAL PLAN1

Page 14: Smart eDA - Mackay Council€¦ ·  · 2014-09-27Smart eDA ID: 1388982420470 , Your Reference ID: ... and all relevant current Australian Standards. ... - AS PER AS 1684. 1999 National

TA

P

TA

P

fw

fw

fw

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:

CHECKED:DRAWN:CLIENT:

S.P:

PARISH:

COUNTY:

LAND AREA:

PROPERTY DETAILS

USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.

STAGED PLAN:DESIGN:

CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________

1 : 100

SUZANNE KIPPEN

LOT 2 32 FIELD STREETWEST MACKAY QLD

60121.01.14

13 00015

HMN BJC

WD'S

402

228216PROPOSEDRESIDENCE

Drainage Plan

1 : 100

DRAINAGE PLAN1

Page 15: Smart eDA - Mackay Council€¦ ·  · 2014-09-27Smart eDA ID: 1388982420470 , Your Reference ID: ... and all relevant current Australian Standards. ... - AS PER AS 1684. 1999 National

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:

CHECKED:DRAWN:CLIENT:

S.P:

PARISH:

COUNTY:

LAND AREA:

PROPERTY DETAILS

USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.

STAGED PLAN:DESIGN:

CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________

SUZANNE KIPPEN

LOT 2 32 FIELD STREETWEST MACKAY QLD

70021.01.14

13 00015

HMN BJC

WD'S

402

228216PROPOSEDRESIDENCE

Tie Down Details

8D5D5D5D

30

50

CONCRETE MASONRY WALLS TIMBER FRAMED WALLSLIMIT STATE DESIGN

STRENGTH (kN)

J2 J3 J4 JD4 JD5 JD6

DESIGN ASSUMPTIONSTRUSSES SUPPORTED BY TRUSSES SUPPORTED BY

TRUSS TIE-DOWN AT VERTICAL WEBSTRUSS TIE-DOWN AT DIAGONAL WEBS

TYPICAL BOND BEAM TRUSS STRAP

UNSEASONED TIMBER SEASONED TIMBER

OV

ER

STR

AP

BO

LT T

YP

E

TR

US

SE

S

# O

F C

LEA

TS

TYPICAL DETAIL DESCRIPTION TYPICAL DETAIL DESCRIPTION

8.0

8.0

11.0

11.0

15.0

16.0

10.0

10.0

-

15.0

-

20.0

-

-

-

28.0

-

-

18.0

-

-

36.0

-

-

22.6

27.3

35.1

44.0

60.2

60.2

-

-

-

28.0

-

-

25.0

-

-

44.0

-

-

27.3

33.0

39.9

44.0

60.2

60.2

-

-

-

-

-

-

18.0

-

-

36.0

-

-

22.6

27.3

35.1

44.0

54.6

70.1

-

-

-

-

-

-

-

-

-

-

-

-

27.3

33.0

42.3

44.0

64.7

81.0

2.9

2.2

3.7

13.0

3.0

4.0

3.8

2.9

4.9

13.0

4.3

5.7

4.7

3.5

5.9

13.0

6.1

8.3

3.3

2.5

4.2

13.0

3.5

4.6

4.7

3.5

5.9

13.0

5.5

7.3

6.5

4.9

8.3

13.0

8.8

11.0

50 WIDE x 6.0 M.S CLEAT ON ONE SIDE

ONLY, THREADED OVER BOND BEAM

REO WITH 1/1M12 CUPHEAD BOLT (J4-

JD6) OR 1/M16 CUPHEAD BOLT (J2-J3)

BOLT THROUGH TRUSS NAIL PLATE OR

ABOVE NAIL PLATE. NO OVERSTRAP.

1 C

LEA

T

1/38

mm

OR

1/3

5mm

TR

US

S

M12

4.6

/s U

NO

M16

4.6

/s U

NO

NO

NE

NO

NE

(90mm LONG)

SINGLE 75x75x8.0 EA BRACKET.

(75mm LONG)

SINGLE 75x75x10.0 EA BRACKET.

M12 HOLD DOWN BOLT

M12 HOLD DOWN BOLT

50 WIDE x 6.0 M.S CLEAT THREADED

OVER BOND BEAM REO WITH 1/M16 BOLT

THROUGH TRUSS NAIL PLATE OR ABOVE

NAIL PLATE. PROVIDE OVERSTRAP AS

DETAILED

50 WIDE x 6.0 G.I. CLEAT THREADED

OVER BOND BEAM REO WITH 1/M16 8.8/s

BOLT THROUGH TRUSS NAIL PLATE OR

ABOVE NAIL PLATE. PROVIDE OVERSTRAP

AS DETAILED. MINIMUM 2/TRUSSES REQ'D

2/50 WIDE x 6.0 M.S CLEATS THREADED

OVER BOND BEAM REO WITH 1/M16 BOLT

THROUGH TRUSS NAIL PLATE OR ABOVE

NAIL PLATE. PROVIDE OVERSTRAP AS

DETAILED.

2/50 WIDE x 6.0 M.S CLEATS THREADED

OVER BOND BEAM REO WITH 1/M16 8.8/s

BOLTS THROUGH TRUSS NAIL PLATE OR

ABOVE NAIL PLATE. PROVIDE OVERSTRAP

AS DETAILED. MINIMUM 2/TRUSSES REQ'D

1 C

LEA

T1

CLE

AT

2 C

LEA

TS2

CLE

ATS

1/38

OR

35m

m2/

38 O

R 3

5mm

1/38

OR

35m

m2/

38 O

R 3

5mm

M16

4.6

/s U

NO

M16

8.8

/s U

NO

M16

4.6

/sM

16 8

.8/s

UN

OM

12

50x2

65x2

90x2

50x2

65x2

90x2

50x2

65x2

90x2

50x2

65x2

90x2

125x75x12.0 UA BRACKET. 75mm LONG

M12 HOLD DOWN BOLT

125x75x12.0 UA BRACKET. 90mm LONG

M16 HOLD DOWN BOLT

150x90x16.0 UA BRACKET. 75mm LONG

M16 HOLD DOWN BOLT

150x90x16.0 UA BRACKET. 75mm LONG

M16 HOLD DOWN BOLT

150x90x16.0 UA BRACKET. 90mm LONG

M16 HOLD DOWN BOLT

150x90x16.0 UA BRACKET. 90mm LONG

M16 HOLD DOWN BOLT

2/75x75x8.0 EA BRACKETS. 90mm LONG

2/M12 HOLD DOWN BOLTS

2/75x75x10.0 EA BRACKETS. 75mm LONG

2/M12 HOLD DOWN BOLTS

2/75x75x10.0 EA BRACKETS. 90mm LONG

2/M12 HOLD DOWN BOLTS

2/75x75x10.0 EA BRACKETS. 90mm LONG

2/M12 HOLD DOWN BOLTS

2/125x75x12.0 UA BRACKETS. 90mm LONG

2/M16 HOLD DOWN BOLTS

2/150x90x16.0 UA BRACKETS. 75mm LONG

2/M16 HOLD DOWN BOLTS

30x0.8 G.I. STRAP. 3/2.8mm� NAILS EACH LEG

1/FRAMING ANCHOR 4/2.8mm� NAILS EACH LEG

2/FRAMING ANCHORS 4/2.8mm� NAILS EACH LEG

1/30x0.8mm G.I. LOOPED OVERSTRAP -

(J2,J3,JD4,-4/2.8mm� NAILS)(J4,JD5,JD6-5/2.8mm� NAILS)

1/M12 BOLT (WHERE NAIL PLATE IS NOT PRESENT)

1/M16 BOLT (WHERE NAIL PLATE IS NOT PRESENT)

STRAP YIELD STRENGTH OF BASE METAL1.

Fy=250Mpa FOR 3mm MINIMUM THICKNESS (MILD STEEL)

STRAP TO BE TIGHT FIT OVER TRUSS TO RESTRICT MOVEMENT

DURING UPLIFT TO A MINIMUM

MAXIMUM HOLE DIAMETER IN M.S CLEAT AND M.S STRAP TO

BE NO MORE THAN 2mm GREATER THAN BOLT DIAMETER

BOLTS TO HAVE THREADS SHOWING OUTSIDE STEEL CLEAT OR

TRUSS TOP CHORD MINIMUM THICKNESS 38mm (J2) OR 35mm (JD4)

Fy=350Mpa FOR 2mm MINIMUM THICKNESS (G.I.)

2.

3.

4.

5.

BOLT HEAD LOCATED AGAINST STEEL CLEAT

TRUSS FIXING LOCATIONS AS PER MANUFACTURERS LAYOUT6.

TRUSS UPLIFT VALUES ARE TO BE TAKEN FROM TRUSS7.

MANUFACTURERS DATA.

FOR INDIVIDUAL JOBS, UPLIFT VALUES BEYOND THE SCOPE

OF THESE TABLES ARE TO BE DETAILED INDIVIDUALLY

8.

REFER TO AS1684.3 FOR EXPLANATION OF 'J' AND 'JD' TIMBER9.

RATINGS.

CORE REINFORCEMENT KEY - (STARTER BARS MUST BE CAST10.

1/N12 VERTICAL & STARTER AT TRUSS HOLD DOWN LOCATION

INTO FOOTINGS)

1/N16 VERTICAL & STARTER AT TRUSS HOLD DOWN LOCATION

2/N16 VERTICALS & STARTERS AT TRUSS HOLD DOWN LOCATION

M16TIMBER CLASS

BOLT SIZE

No.

OF

BO

LTS

JD4J2

M12M16M12

1

2

3

4

5

6

7

8.8 11.0 6.1 8.3

17.6 22.0 12.2 16.6

26.4 33.0 18.3 24.9

35.2 44.0 24.4 33.2

44.0 55.0 30.5 41.5

52.8 59.3 36.6 49.8

59.3 59.3 42.7 58.1

50x6.0 CLEAT

No. OF BOLTS

AS PER TABLE

MASONRY WALLM16 8.8/s BOLT

VERTICAL &

STARTER

TRUSS NAIL PLATE

PROVIDE L8 LIG

AT TRUSS CLEATS

50x6.0 M.S. CLEAT

THREADED OVER

BOND BEAM REO

NO OVERSTRAP

1/3 D

2/3 D

TRUSS NAIL PLATE

PROVIDE L8 LIG

AT TRUSS CLEATS

50x6.0 M.S. CLEAT

THREADED OVER

BOND BEAM REO

1/3 D

2/3 D

OVERSTRAP AS NOTED

TIGHT FIT OVER TRUSS

TRUSS NAIL PLATE

PROVIDE L8 LIG

AT TRUSS CLEATS

2/50x6.0 M.S. CLEAT

THREADED OVER

BOND BEAM REO

1/3 D

2/3 D

OVERSTRAP AS NOTED

TIGHT FIT OVER TRUSS

NO OVERSTRAP

1/3 D

2/3 D

TRUSS NAIL PLATE

HOLD DOWN ROD

ANGLE BRACKET

AND BOLT AS

SPECIFIED

1/3 D

2/3 D

TRUSS NAIL PLATE

HOLD DOWN ROD

ANGLE BRACKET

AND BOLT AS

SPECIFIED

OVERSTRAP AS NOTED

TIGHT FIT OVER TRUSS

TOP PLATE

G.I. OVERSTRAP OVER TOP CHORD OF TRUSS.

PROVIDE HARDWOOD SPACERS BETWEEN TOP AND

BOTTOM CHORDS WHERE NO WEB MEMBER EXISTS

MIN. EDGE

DISTANCE

TO CLEAT

MIN. EDGE

DISTANCE

TO STRAP

STEEL WASHERS AS PACKING

TO LONG BOLTS AS REQUIRED

TRUSS

OVERSTRAP, BRACKET AND BOLT AS PER TABLE

TOP PLATE

FRAMING ANCHORS

AS PER TABLE

TRUSS

TOP PLATE

TRUSS

MASONRY WALL

VERTICAL &

STARTER

BTM CHORD

BTM CHORD

WE

B

WEBW

EB

CLEAT, BOLT AND

STRAP AS PER

TABLEOVERSTRAP

AS PER TABLE

PROVIDE PACKER

UNDER STRAP

TRUSS NAIL PLATE

PROVIDE L8 LIG

AT TRUSS STRAPS

1/3 D

2/3 D

PROPRIETARY BOND BEAM TRUSS

STRAP, FITTED TO MANUFACTURERS

SPECIFICATIONS.

VERTICAL &

STARTER

REFER TO MANUFACTURERS SPECIFICATIONS FOR

NAILING REQUIREMENTS AND UPLIFT CAPACITIES.

Revised 14-10-2009

Page 16: Smart eDA - Mackay Council€¦ ·  · 2014-09-27Smart eDA ID: 1388982420470 , Your Reference ID: ... and all relevant current Australian Standards. ... - AS PER AS 1684. 1999 National

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:

CHECKED:DRAWN:CLIENT:

S.P:

PARISH:

COUNTY:

LAND AREA:

PROPERTY DETAILS

USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.

STAGED PLAN:DESIGN:

CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________

SUZANNE KIPPEN

LOT 2 32 FIELD STREETWEST MACKAY QLD

70121.01.14

13 00015

HMN BJC

WD'S

402

228216PROPOSEDRESIDENCE

Details

TYPICAL BRACING WALL CONNECTION TYPICAL BRACING WALL CONNECTION

TYPICAL WALL CONNECTION TYPICAL WALL CONNECTION PLYWOOD BRACING WALL

PLYWOOD TO ONE SIDE

MINIMUM PLYWOOD THICKNESS

TABLE (b) - SHEAR BLOCK FIXING CAPACITIES

TYPICAL BRACING WALL CONNECTION

NAILING CAPACITIES

WALL END STRAP

TABLE (a) - BRACING

PLYWOOD TO BOTH SIDES

RAFTERS OR TRUSSES PARALLEL TO BRACING WALL

NTS

RAFTERS OR TRUSSES PERPENDICULAR TO BRACING WALL

NTS

75x50 SHEAR BLOCKS. 200 LONG. NAILED,

PROVIDE CLEARANCE

6/2.8mm � NAILS OR 2/No 14.

FRAMING ANCHORS (LEGS NOT BENT)

TYPE 17 SCREWS EITHER END

DO NOT ALLOW SHEAR BLOCKS TO SPLIT

TOP PLATE AS PER TABLE (b) THIS SHEET

SCREWED OR BOLTED TO BRACING WALL

75x50 SHEAR BLOCKS. 200 LONG. NAILED,

DO NOT ALLOW SHEAR BLOCKS TO SPLIT

RAFTERS OR TRUSSES PARALLEL TO MASONRY WALL (NON LOAD BEARING)

NTS

RAFTERS OR TRUSSES PERPENDICULAR TO MASONRY WALL (NON LOAD BEARING)

NTS

90x35 NOGGING

6/2.8mm � NAILS OR 2/No 14.

FRAMING ANCHORS (LEGS NOT BENT)

TYPE 17 SCREWS EITHER END

90x35 NOGGING

WITH 2/75mm No. 14 TYPE 17 SCREWS

EITHER SIDE OF WALL. FIX TO NOGGING

CONTINUOUS 70x35 MGP10 BATTENS

EACH SIDE OF NOGGING

AT 900 CENTRES

75x50 SHEAR BLOCKS. 200 LONG

DO NOT ALLOW SHEAR BLOCKS TO SPLIT

PROVIDE CLEARANCE

WHERE ROOF IS TRUSSED

TRUSS BOTTOM CHORD

TRUSS BOTTOM CHORD

TRUSS BOTTOM CHORD

TRUSS BOTTOM CHORD

NTS

150

300

150

TO BOTTOM PLATE, EACH

M12 HOLD DOWN RODS TOP

STRESS

GRADE

STUD SPACING

450 600

7 9

6 7

4 6

4 4.5

F8

F11

F14

F27

HORIZONTAL BUTT JOINTS

PERMITTED , PROVIDED NAIL FIXED

TO NOGGING AT 150 CENTRES

FASTENER CENTRES SHALL BE;

TOP AND BOTTOM PLATE

VERTICAL EDGES

INTERMEDIATE STUDS

150

150

300

SHEATHED PANELS SHALL BE

CONNECTED TO SUBFLOOR

LIMIT STATE DESIGN RACKING LOAD

FOR THIS SYSTEM WITH RODS, NO

BRACES AND NOGGING IS AS FOLLOWS

PLYWOOD TO BOTH SIDES

PLYWOOD TO ONE SIDE 6.4kN/m

12.8kN/m

TOP PLATE AS PER TABLE (b) THIS SHEET

SCREWED OR BOLTED TO BRACING WALL

AS PER TABLE (b) THIS SHEET

BOLTED TO MASONRY WALL

75x50 SHEAR BLOCKS. 200 LONG

DO NOT ALLOW SHEAR BLOCKS TO SPLIT

AS PER TABLE (b) THIS SHEET

BOLTED TO MASONRY WALL

4/3.05

6/3.05

4/3.33

6/3.33

5.0

6.6

5.6

7.4

3.6

4.7

4.0

5.3

2.5

3.4

2.8

3.7

3.6

5.0

4.0

5.5

3.0

4.2

3.3

4.6

2.2

3.1

2.5

3.5

M12 7.6 4.9 3.1 5.1 3.6 2.5

2/No 149.7 6.9 4.9 6.9 4.9 3.6

TYPE 17

3/No 14

TYPE 1713 9.2 6.6 9.8 7.4 5.4

BRACING WALL ENDS TO TIMBER FRAMED WALLS

NTS

TOP PLATE

TIMBER FRAMED WALL

2/30 x 0.8mm G.I. STRAPS

WITH NUMBER OF NAILS EACH

END OF STRAPS AS PER TABLE (a)

OR PROPRIETY NAILING PLATE

WITH EQUAL CAPACITY

1

2

NA

ILS

4/2.8

6/2.8

4/2.8

6/2.8

4.3 3.1 2.2 3.3 3.0 2.1

6.5 4.6 3.3 4.9 4.0 3.1

8.7 6.2 4.4 6.6 5.4 4.1

13 9.3 6.6 9.8 8.1 6.1

J2 J3 J4 JD4 JD5 JD6

TIMBER

UNSEASONED

TIMBER

SEASONED

SHEAR CAPACITY (kN)

NAILS

BOLTS

SCREWS

ST

RA

PS

MASONRY WALL

MASONRY WALL

BRACING WALL

BRACING WALL

WHERE ROOF IS TRUSSED

PROVIDE CLEARANCE

WHERE ROOF IS TRUSSED

BRACING WALL

END OF SHEATHED SECTION.

M10-1200 BOLTS TO BOTTOM PLATE

TO BOTTOM PLATE, EACH

M16 HOLD DOWN RODS TOP

END OF SHEATHED SECTION.

M12-1200 BOLTS TO BOTTOM PLATE

PROVIDE CLEARANCE

WHERE ROOF IS TRUSSED

WITH 2/75mm No. 14 TYPE 17 SCREWS

EITHER SIDE OF WALL. FIX TO NOGGING

CONTINUOUS 70x35 MGP10 BATTENS

EACH SIDE OF NOGGING

Page 17: Smart eDA - Mackay Council€¦ ·  · 2014-09-27Smart eDA ID: 1388982420470 , Your Reference ID: ... and all relevant current Australian Standards. ... - AS PER AS 1684. 1999 National

2-M12 HD RODS350mm EMBEDMENT75mm BEND

25 MAX.UPLIFT CAPACITY75x10 PLATE: 30kN75x12 PLATE: 40kN

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:

CHECKED:DRAWN:CLIENT:

S.P:

PARISH:

COUNTY:

LAND AREA:

PROPERTY DETAILS

USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.

STAGED PLAN:DESIGN:

CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________

1 : 20

SUZANNE KIPPEN

LOT 2 32 FIELD STREETWEST MACKAY QLD

70221.01.14

13 00015

HMN BJC

WD'S

402

228216PROPOSEDRESIDENCE

Details

600 LAP

600

LAP

600 LAP

600

LAP

TYPICAL BOND BEAM TYPICAL WALL DETAILTYPICAL WALL CORNER TYPICAL WALL INTERSECTION

TYPICAL CONNECTION

1:20 1:20

OFFSET BOND BEAM

REINFORCEMENT TO ALLOW

PLACEMENT OF VERTICAL

CENTRALLY IN CORE

L8 LIGATURE TO ALL

TRUSS CLEATS U.N.O

UNLESS VERTICAL BAR

IS ADJACENT TO TRUSS CLEAT

ENSURE BOLT IS

THROUGH NAIL PLATE

REFER TRUSS TIE-DOWN SHEET

FOR HOLD DOWN DETAILS

1:20 1:20

TIE BARS TO MATCH

BOND BEAM REINFORCEMENT

TIE BARS TO MATCH

BOND BEAM REINFORCEMENT

TRUSS TOP CHORDS

ROOF SHEETING

F.C. SHEETING

OR CLADDING

SHEETING BATTENS

FIXED TO TRUSS

75x38 TRIMMING JOIST (ON FLAT)

SCREWED TO TRUSS BOTTOM CHORDS

NOGGINGS BETWEEN END TWO

TRUSSES AT 1200 CENTRES MAX

PROVIDE APPROVED

SEALANT

SEAL BLOCKS BEFORE

INSTALLING SHEETING

M12-1200 HOLD-DOWN BOLTS

THROUGH TRIMMING JOIST

AND NOGGING. COG UNDER

BOND BEAM REINFORCEMENT

END TRUSSES OF GABLE ROOF

1:20

WITH 2/No. 14 TYPE 17 SCREWS

TIMBER TRUSSES @ 900 MAX CRSTO MANUFACTURER'SSPECIFICATIONS.

CONCRETE SLAB TOENGINEERS DETAILS.

CONCRETE FOOTINGSTO ENGINEERS DETAILS.

35X70 MGP12 ROOF BATTENS, 2/600 END SPACINGS,750 MAX CRS FIXED WITH 1/100mm NO.14 TYPE 17 TEKSCREW WITH 50mm PENETRATION INTO RECEIVING MEMBER.

TRUSS MEMBERS AREINDICATIVE ONLY REFER TOTRUSS MANF. TRUSS LAYOUT

ALL FIXINGS & CONNECTIONSAS APPROVED BY LOCAL AUTHORITY

750 MAX CRS

ROOF TRUSS REQUIREMENTALLOW EXTRA VERTICAL & STARTER WALLREINFORCING & DOUBLE BONDBEAM CLEATAT GIRDER TRUSS LOCATION.ROOF FRAMING PLAN TO BE SUPPLIED TOLOCAL AUTHORITY, BUILDING CONTRACTOR &RELEVANT CONSULTANTS WITH ALL RELEVENTROOF BRACING, GIRDER TRUSS TIE-DOWNDETAILS & ANY RELEVANT INFORMATIONBY ROOF MANUFACTURER PRIOR TO THECOMMENCEMENT OF ANY CONSTRUCTION.

25

00

750

750

600END SPACING

600

Ground Floor0

Ground Floor Plate2500

750 MAX CRS

750750

600END SPACING

600

TRUSS TIEDOWN

1:20