external colours lot 17423 travers streetsunnyviewhomes.com.au/.../lot-17423-preliminary-rev... ·...

LOT 17423 TRAVERS STREETExternal Colours

These colours are a guide only there can be significant discrepancy between actualcolour and printed colour. For accurate colour representation please refer to sample.

Brick “B1”

Fascia’s, Gutters, Downpipes & Windows C1

Sectional Garage Door G1

Colorbond Dune

15/05/2015

Render R1

Dulux “Linseed”

Austral Bricks “Homestead Tan”

Roof Tiles T1

Alice “Coaldust” Roof Tiles

PMAD 104 Timber Entry Door

Colorbond Dune

Timber Cladding T2Stained Timber

W O

R K

I N

G

D R

A W

I N

G S

At:For:

PROPOSED NEW RESIDENCE

MTZT PTY LTDLot 17423 TRVAERS STREET HIGHLANDS CRAIGIEBURN

DRAWING INDEX

# DRAWING NAME ISSUE00 INDEX A

1 SITE PLAN A2 GROUND FLOOR PLAN A3 ELEVATIONS A4 ELEVATIONS A5 SECTIONS A6 PERSPECTIVES A

IMPORTANT GENERAL NOTES:1. ALL MATERIALS AND WORK PRACTICES SHALL COMPLY WITH, BUT NOT LIMITED TO THE BUILDING REGULATIONS 2006, THE BUILDING CODE OF AUSTRALIA 2007 & ALL RELEVANT CURRENT AUSTRALIAN STANDARDS (AS AMENDED) REFERRED TO THEREIN.2. WATERPROOFING OF WET AREAS, BEING BATHROOMS, SHOWERS, SHOWER ROOMS, LAUNDRIES, SANITARY COMPARTMENTS & THE LIKE SHALL BE PROVIDED IN ACCORDANCE WITH AS 3740-2004: WATERPROOFING OF WET AREAS WITHIN RESIDENTIAL BUILDINGS.3. STEP SIZES (OTHER THAN FOR SPIRAL STAIRS) TO BE: - RISERS (R) 190mm MAX AND 115mm MIN - GOING (G) 355mm MAX & 240mm MIN - 2R + 1G = 700mm MAX AND 550mm MIN - 125mm MAX GAP TO OPEN TREADS4. ALL TREADS, LANDINGS & THE LIKE TO HAVE NON SLIP FINISH OR SUITABLE NON- SKID STRIP NEAR EDGE OF NOSING.5. PROVIDE BALUSTRADES WHERE CHANGE IN LEVEL EXCEEDS 1000mm ABOVE THE SURFACE BENEATH LANDINGS,RAMPS AND/OR TREADS. BALUSTRADES (OTHER THAN TENSIONED WIRE BALUSTRADES) TO BE: - 1000mm MIN. ABOVE FINISHED SURFACE LEVEL OF BALCONIES, LANDINGS, AND - 865mm MIN. ABOVE FINISHED SURFACE LEVEL OF STAIR NOSING OR RAMP, AND - VERTICAL WITH A 125mm MAXIMUM GAP BETWEEN, AND - ANY HORIZONTAL ELEMENT WITHIN THE BALUSTRADE BETWEEN 150mm & 760mm ABOVE THE FLOOR MUST NOT FACILITATE CLIMBING WHERE CHANGES IN LEVEL EXCEEDS 4000mm ABOVE THE SURFACE BENEATH LANDINGS, RAMPS AND/OR TREADS. WIRE BALUSTRADE CONSTRUCTION TO COMPLY WITH BCA2006 VOL. 1 PART D2.166. ALL GLAZING TO COMPLY WITH AS1288 2006 OR OTHER RELEVANT CODES.7. WINDOW SIZES NOMINATED ARE NOMINAL ONLY. ACTUAL SIZE MAY VARY ACCORDING TO MANUFACTURER. WINDOWS TO BE FLASHED & SEALED ALL AROUND.8. WHERE THE BUILDING (EXCLUDES CLASS 10) IS LOCATED IN A TERMITE PRONE AREA THE AREA TO UNDERSIDE OF BUILDING AND PERIMETER IS TO BE TREATED AGAINST TERMITE ATTACK.9. FOR BUILDINGS IN MARINE OR OTHER EXPOSURE ENVIRONMENTS SHALL HAVE MASONRY UNITS, MORTAR AND ALL BUILT IN COMPONENTS & THE LIKE COMPLYING WITH THE DURABILITY REQUIREMENTS OF TABLE 5.1 OF AS3700-2001 MASONRY STRUCTURES.10. ALL STORMWATER TO BE TAKEN TO THE LEGAL POINT OF DISCHARGE TO THE RELEVANT AUTHORITIES APPROVAL.11. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT CONSULTANT'S DRAWINGS/DETAILS AND WITH ANY OTHER WRITTEN INSTRUCTIONS ISSUED IN THE COURSE OF THE CONTRACT.12. THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY AND GENERAL WATER TIGHTNESS OF ALL NEW AND/OR EXISTING STRUCTURES DURING ALL WORKS.13. THE BUILDER AND SUBCONTRACTORS SHALL CHECK AND VERIFY ALL DIMENSIONS, SETBACKS, LEVELS AND SPECIFICATIONS AND ALL OTHER RELEVANT DOCUMENTATION PRIOR TO THE COMMENCEMENT OF ANY WORKS. REPORT ALL DISCREPANCIES TO THIS OFFICE FOR CLARIFICATION.14. INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY REQUIREMENTS.15. THE BUILDER AND SUBCONTRACTOR SHALL ENSURE THAT ALL STORMWATER DRAINS, SEWER PIPES AND THE LIKE ARE LOCATED AT A SUFFICIENT DISTANCE FROM ANY BUILDINGS FOOTING AND/OR SLAB EDGE BEAMS SO AS TO PREVENT GENERAL MOISTURE PENETRATION, DAMPNESS, WEAKENING & UNDERMINING OF ANY BUILDING & ITS FOOTING SYSTEM.16. MASONRY TIES & MORTAR MIX TO COMPLY WITH AS 3700 OR OTHER RELEVANT STANDARDS. WALL TIES - MAX. SPACINGS : 610mm HORIZ'L & 460mm VERTICAL.17. ALL EXCAVATIONS TO BE CARRIED OUT IN ACCORDANCE WITH CONTROLLING AUTHORITIES REQUIREMENTS.18. ALL MASONRY TO COMPLY WITH AS 3700. OR OTHER RELEVANT CODES.

EXHAUST FANS:ON PLAN DENOTES LOCATION OF SEALED/SELFCLOSING TYPE EXHAUST FANS. DUCTED TOOUTSIDE AIR.

ARTICULATION JOINTS:

ON PLAN & ELEVATION DENOTES ARTICULATION JOINTS. THESESHALL BE PLACED AT MAX. 6.0m CTS IN STRAIGHT WALL LENGTHS ORAS SPECIFIED BY THE SOIL REPORT MAXIMUM 3.0m FROM CORNERSBUT NO CLOSER THAN 600mm. THEY MUST BE FULL HEIGHT OFWALL AND PLACED BESIDE WINDOWS AND DOORS WHEREPOSSIBLE. CONSTRUCTION METHOD OR CHANGE OF LOCATIONMUST BE APPROVED BY THE DESIGNER OR THE OWNERS.

AJ

SMOKE ALARMS:INSTALL SMOKE DETECTORS IN ACCORDANCE INACCORDANCE WITH AS 3786 DIRECT WIRED TO ELECTRICMAINS WITH STANDBY POWER. MARKED THUS ON PLANS

SA

WEEPHOLES:PROVIDE WEEPHOLES TO BASE OF ALL BRICK VENEER WALLS &ABOVE EXTERNAL BRICK VENEER WALL OPENINGS AT EVERY 4thPERPEND. PROVIDE SUITABLE CONTINUOUS CAVITY FLASHING

CONNECT ALL WASTE OUTLETS TO SEWERAGESYSTEM TO SATISFACTION OF LOCALAUTHORITIES.

SEWERAGE NOTE:

AGRICULTURAL DRAINS:PROVIDE AG. DRAINS TO THE BASE OF ALL RETAININGWALLS AND BATTERS. CONNECT TO STORMWATERVIA SUITABLE 300X300 SILT PITS.

EXISTINGCROSSOVER

EXIS

TING

FOO

TPAT

H

FENCESETBACK

FROMDWELLING

1800mm HIGH COLORBOND FENCE.IN ACCORDANCE WITH

STOCKLAND DESIGN ESSENTIALS

1800

mm H

IGH

COLO

RBON

D FE

NCE.

IN A

CCOR

DANC

E W

ITH

STOC

KLAN

D DE

SIGN

ESS

ENTI

ALS

1800mm HIGH COLORBOND FENCE.IN ACCORDANCE WITH

STOCKLAND DESIGN ESSENTIALS

PROPOSEDRESIDENCE

CONCRETE SLAB TOENGINEER'S DESIGN

F.F.L. 247.142

PROPOSEDGARAGEF.F.L. 246.97

246.96

246.96T

R A

V E

R S

S T

R E

E T

6º 54' 00" 28.0m

6º 54' 00" 28.0m

96º 5

4' 00

"14.0

m

96º 5

4' 00

"14.0

m

HOUSE3000 2350

LOT 17423392m²

246.71

246.77

HOUSE SETBACK3210

1560

2250

150

GARAGE SETBACK5000

PORCH2650

1560

1:20 F

ALL

1:20 FALL

1:20 FALL

1:20 FALL

1:20 FALL

1:20 F

ALL

1:20 F

ALL

1:20 F

ALL

3000

mm W

IDE

EASE

MENT

DRAINAGE PIPES / SEWER PIPE INEASMENT. HEIGHT, DEPTH &OFFSET T.B.C.

1:20 FALL

1. SITE DRAINAGE SHALL COMPLY WITH NCC 3.12 "DRAINAGE"& AS 3500"NATIONAL PLUMBING & DRAIANAGE CODE"2. BASE OF CUT GRADED TO SILT TRAP AT 1:100 MIN, DRAINS SHALL BEPROTECTED BY GRAVEL FILTER.TEMPORARY DOWNPIPES CONNECTED TO STORMWATER SYSTEM ARE TO BEINSTALLED UPON INSTALLATION OF ROOF COVER

3. GRATED INLET PIT / SILT TRAP CONNECTED TO STORMWATER SYSTEMDIRECTED TO LEGAL POINT OF DISCHARGE. INSTALLED BY CLIENT

4. PROVIDE AGRICULTURAL DRAIN OR SIMILAR AT BASE OF CUT GRADED TOSILT TRAP AT 1:200 MIN. DRAINS TO BE PROTECTED BY GRAVEL FILTERS.INSTALLED BY CLIENT

5. GRADE SURFACE AWAY FROM HOUSE FOOTING MIN 1:20 / MIN 50mm IN THEFIRST 1m

6. CUT TOE OR SPOON DRAIN @ MIN. FALL

SITE DRAINANGE NOTES:

Owner:

Location:

Project:

Sheet No.

Scale:

Date:

Issue.

Issuance & Revision:

This document is copyright © 2013 and may not be retained, copied, altered in whole or in part or used without the express permission of CONTEMPORARY DESIGN CONSULTANTS. Do not scale drawings,written dimensions to take preference. All work must be carried out in accordance with the current Building Code of Australia, relevant SAA Codes & Local Council By-Laws & Regulations. Contractors must setout all work and verify all conditions, levels and dimensions on site prior to commencement of any work or ordering of materials.

MEMBERBuilding DesignersAssociation VictoriaDate Revision By#

Sheet Size: A3As indicated

APROPOSED NEW RESIDENCE


SITE PLANMay 2015

WD1

LANDSCAPING:LANDSCAPING DETAILS TO BE PROVIDED TO THE DESIGNGUIDELINES PANEL FOR APPROVAL PRIOR TO THECOMMENCEMENT OF LANDSCAPING WORKS.

FENCING:FENCING DETAILS TO BE PROVIDED TO THE DESIGNGUIDELINES PANEL FOR APPROVAL PRIOR TO THECOMMENCEMENT OF FENCING CONSTRUCTION.

STORMWATER:100mmø CLASS 6 UPVC STORMWATER LINE LAID TO A MIN. GRADE OF 1:100 &CONNECTED TO LEGAL POINT OF DISCHARGE. PROVIDE INSPECTION OPENINGS @9000mm CTS & AT EACH CHANGE OF DIRECTION.THE COVER TO UNDERGROUND STORMWATER DRAINS SHALL BE NOT LESS THAN- 100mm UNDER SOIL- 50mm UNDER PAVED OR CONCRETE AREAS- 100mm UNDER UNREINFORCED CONCRETE OR PAVED DRIVEWAYS- 75mm UNDER REINFORCED CONCRETE DRIVEWAYS

AGRICULTURAL DRAINS:PROVIDE AG. DRAINS TO THE BASE OF ALL RETAININGWALLS AND BATTERS. CONNECT TO STORMWATERVIA SUITABLE 300X300 SILT PITS.

SERVICES NOTES:1. CONNECT ALL DRAINS TO LEGAL POINT OF STORM WATER DISCHARGETO SATISFACTION OF LOCAL AUTHORITIES.2. CONNECT ALL WASTE OUTLETS TO SEWERAGE SYSTEM TOSATISFACTION OF LOCAL AUTHORITIES.

173.771 18.71

8.45 0.91

AREA ANALYSISSITE AREA m²

TOTAL SITE COVER m²

Residence

GROUND FLOOR m² sq

%

m²

24.70

sq

sq

ALFRESCO

TOTAL BUILDING AREA 227.49 m²

GARAGE 41.52 4.47m² sq

3.74 0.40m² sqPORCH

TELSTRA VELOCITY:THE PROPOSED RESIDENCE IS TO BE CONNECTED TO ANDCONSTRUCTED IN ACCORDANCE WITH TELSTRA’SREQUIREMENTS OUTLINED IN THE “HOME CABLING FORTELSTRA VELOCITY NETWORKS” DOCUMENT NO. 013234A02.

392

227.49 58.0

N

NOTE:CONNECT SWD TO LEGAL POINT OFDISCHARGE. LOCATION TO BECONFIRMED ON SITE BY BUILDER PRIORTO CONSTRUCTION.

NOTE:ALL BOUNDARY & SIDE FENCES / GATESBY OWNER.

NOTE:ALL SITE LEVELS ARE TO BE REVIEWED &CONFIRMED ON SITE & ARE SUBJECT TOCHANGE WITHOUT NOTICE

A 14/05/15 ORIGINAL ISSUE. SY

SERVICE ITEMS:LOCATION OF SERVICE ITEMS (EG. METERBOX, GAS METER) SUBJECT TOCONFIRMATION OF SIT SERVICE LOCATIONS

SEWERAGE NOTE:CONNECT ALL WASTE OUTLETS TO SEWERAGESYSTEM TO SATISFACTION OF LOCAL AUTHORITIES.

15

15

CARPETBed 1

A

D

B

C

BEAM OVER

TILEDEns

CARPETWir

TIMBERLounge

CARPETBed 2

TILEDL'dry

SHELF & RAIL

SHEL

F &

RAIL

x2400 2800

x2100 1800

WMSPACE

TRTILEDBath

TILEDwc

ROBE

ROBE

TIMBERHall

TIMBEREntry

ROBE

CARPETBed 3

CARPETBed 4

CONCRETEAlfresco

TIMBERLiving

TIMBERMeals

TIMBERKitchen

900x1200

900x900

BROO

MS

VB

JOINERYDOOR

UB O

VEN

OHC

DWUNDER

REFSPACE

2210

3300

600 1830 800

CONCRETEGarage

172mm STEPDOWN

172mm STEPDOWN

CONCRETEPorch

BEAM

OVE

R

BEAM OVER

BEAM

OVE

R

86mm STEPDOWNx1

300

2100

920

820

720

720

820

720

720

820

820

x2100 1600

x21

0016

00

720720

820 MAN

HOLE

820

PANTRY SINK

x1800610

x1800610

x1800610

x850 610 x1500 2170 x1500 1450 x2100 1450 x600 1500 x850 610

x15

0014

50x

1500

1450

x21

0018

10

x600 1210 x1800 1210 x1800 1210

AJ

AJ

AJ AJ AJ

AJ

AJ

AJAJAJAJAJ

1229

0

AJ

830

830

M/B TO BE RECESSEDBACK INTO STUDWORK.

SELE

CTED

2150

HIG

H x 4

810 W

IDE

SECT

IONA

L OVE

RHEA

D GA

RAGE

DOO

R.

DP

150 TITLE BOUNDARY

DP

350

SELE

CTED

2150

HIG

H x

1500

WID

E RO

LLER

GARA

GE D

OOR.

DP

DPDPDP

4220

8070

240

BED

137

4024

078

3024

0

90EN

TRY

1550

90GA

RAGE

6340

3870

350

1250

350

710 1640

1180

90W

IR18

2090

ENS

2200

180

LOUN

GE40

20

22140

350 21790

240BED 13810 90

ENS / WIR1830 90

LOUNGE3700 90

BED 23240 90

L'DRY1700 90

BATH1800 90

WC900

90

R510 90

BED 33100 240

ROBE1950 90 1200

BR510 90

1229

0

2100

ALFR

ESCO

2640

7550

240

1860

240

2400

240

7070

240

BED

433

6090

R.510

90BE

D 3

3020

350

2290

1170

90RO

BE / W

C17

60LIV

ING

5510

9010

00

1000

90BA

TH30

20

2000 6460 10040ALFRESCO

3290240

1760 230GARAGE

6000 230 9800 240 3050 240

22140

350

2940 35090KITCHEN / MEALS / FAMILY

9940

F.F.L. 247.142

F.F.L. 246.97

90BED 43200

Owner:

Location:

Project:

Sheet No.

Scale:

Date:

Issue.




Sheet Size: A3 1 : 100



GROUND FLOOR PLANMay 2015

WD2

ARTICULATION JOINTS:

ON PLAN & ELEVATION DENOTES ARTICULATION JOINTS. THESESHALL BE PLACED AT MAX. 6.0m CTS IN STRAIGHT WALL LENGTHS ORAS SPECIFIED BY THE SOIL REPORT MAXIMUM 3.0m FROM CORNERSBUT NO CLOSER THAN 600mm. THEY MUST BE FULL HEIGHT OFWALL AND PLACED BESIDE WINDOWS AND DOORS WHEREPOSSIBLE. CONSTRUCTION METHOD OR CHANGE OF LOCATIONMUST BE APPROVED BY THE DESIGNER OR THE OWNERS.

AJ

EXHAUST FANS:ON PLAN DENOTES LOCATION OF SEALED/SELFCLOSING TYPE EXHAUST FANS. DUCTED TOOUTSIDE AIR.

SMOKE ALARMS:INSTALL SMOKE DETECTORS IN ACCORDANCE INACCORDANCE WITH AS 3786 DIRECT WIRED TO ELECTRICMAINS WITH STANDBY POWER. MARKED THUS ON PLANS

SA


W.C. NOTE:PROVIDE LIFT OFF HINGES TO DOOR OW.C. WHERE 1200mm BETWEEN PAN &SWING DOOR CANNOT BE ACHEIVED

SERVICE ITEMS:LOCATION OF SERVICE ITEMS (EG. METERBOX, GAS METER) SUBJECT TOCONFIRMATION OF SIT SERVICE LOCATIONS

N

GROUND FLOOR LEVEL

CEILING LEVEL

GARAGE

2740

172

SELECTED TEXTUREDRENDER FINISH TOBRICKWORK

EAVES DIMENSION FROMFACE OF BRICK TO INSIDEFACE OF FASCIA. TYPICAL

SELECTED TILED ROOF@ 22.5º PITCH

SELECTED COLORBOND OVERHEADSECTIONAL GARAGE DOOR.INSTALLED STRICTLY IN ACCORDANCEWITH MANUFACTURER'SSPECIFICATIONS.

SELECTEDCOLORBOND FASCIA& GUTTER TYPICAL.

SELECTED FACEBRICKWORK WHERESHOWN

TITL

E BO

UNDA

RY 450450SELECTED STAINEDTIMBER CLADDING TOPORTICO

450

2100

425

255032

25

PORCH PITCHING HEIGHT T.B.C.

AJ AJ

T1

B1

G1

R1 R1

T2

B1

C1

GROUND FLOOR LEVEL

CEILING LEVEL

SELECTED ALUMINIUM FRAMEDWINDOWS & DOORS THROUGHOUTU.N.O. REFER TO WINDOW & DOORELEVATIONS FOR FURTHER DETAILS.

SELECTED TILEDROOF @ 22.5º PITCHTYPICAL.


2740

SELECTED FACEBRICKWORK WHERESHOWN

LOCATION OF HWS

MB

AJ AJ AJ AJ AJ

450


3225

OBS. OBS.

R1

T1 C1

B1

3m SETBACK3000

3695

Owner:

Location:

Project:

Sheet No.

Scale:

Date:

Issue.







ELEVATIONSMay 2015

WD3

EXTERNAL FINISHES SCHEDULE

TAG COMMENTSB1 REFER TO SEPERATE SCHEDULEC1 REFER TO SEPERATE SCHEDULEG1 REFER TO SEPERATE SCHEDULER1 REFER TO SEPERATE SCHEDULET1 REFER TO SEPERATE SCHEDULET2 REFER TO SEPERATE SCHEDULE


1 : 100ELEVATION A

1 : 100ELEVATION B

GROUND FLOOR LEVEL

CEILING LEVEL

2740

SELECTED FACEBRICKWORK WHERESHOWN. TYPICAL.


TITL

E BO

UNDA

RY

BEAM TO ENGINEER'SDESIGN & DETAILS

T1

B1

G1

C1

GROUND FLOOR LEVELGROUND FLOOR LEVEL

CEILING LEVELCEILING LEVEL


MAX.

BUI

LDIN

G HE

IGHT

5110

2740

SELECTED FACEBRICKWORK WHERESHOWN. TYPICAL.

MAX. 3600mm WALL HEIGHT ONBOUNDARY MAX. AVERGAE 3000mmWALL HEIGHT

BEAM TO ENGINEER'SDESIGN & DETAILS

2975



450

2740 32

25

SELECTED TEXTUREDRENDER FINISH TOBRICKWORK

SELECTED STAINEDTIMBER CLADDING TOPORTICO

T1 C1

B1

R1

R1

T2

Owner:

Location:

Project:

Sheet No.

Scale:

Date:

Issue.







ELEVATIONSMay 2015

WD4

EXTERNAL FINISHES SCHEDULE

TAG COMMENTSB1 REFER TO SEPERATE SCHEDULEC1 REFER TO SEPERATE SCHEDULEG1 REFER TO SEPERATE SCHEDULER1 REFER TO SEPERATE SCHEDULET1 REFER TO SEPERATE SCHEDULET2 REFER TO SEPERATE SCHEDULE


1 : 100ELEVATION C

1 : 100ELEVATION D

GROUND FLOOR LEVEL

CEILING LEVEL

RESI

DENC

E27

40

REINFORCED CONCRETESLAB & FOOTINGS TOENGINEER'S DESIGN &DETAILS.

REFER TO ENERGY ASSESMENTREPORT PREPARED BY OTHERSFOR FURTHER INFORMATION ONINSULATION REQUIREMENTS.

SELECTED TILED ROOF @ 22.5ºPITCH ON TRUSSES TOMANUFACTURER'S SPECIFICATIONS

TRUSSES SHOWN ASINDICATIVE ONLY

Bed 2 Meals

RAFTERS OR ROOF TRUSSESAS PER ARCHIT. DRAWINGS.

TIE DOWN LEDGER WITHHOOP IRON STRAPPINGCARRIED DOWN MIN. 1500.

ROOF AS PER ARCHIT.DRAWINGS.

ROOF GUTTER AS SELECTED.(PERFORATED GUTTER SUGGESTED)

110mm BRICK WALLWITH BRICK PIERSOR 230mm BRICKWORK.

SPACE FILLED WITHNON-COMBUSTIBLE MATERIAL.

FLASHING TO TOP OFBRICK WALL & FIXEDTO RAFTER/TRUSS END.

30mm MAX. SPACE BETWEENGUTTER & FLASHING.

* NO PORTION OF WALL OR STRUCTURE TO ENCROACH BOUNDARY.* AN INSPECTION IS REQUIRED PRIOR TO LINING.

PLASTERBOARD OR SIMILARCEILING LINING IF REQUIRED.

TILT BATTENS AS REQUIRED.

LEDGER AS SPECIFIED,TIE DOWN TO BRICKWORK.

NOTE:

BOUN

DARY

LINE

Owner:

Location:

Project:

Sheet No.

Scale:

Date:

Issue.




Sheet Size: A3As indicated



SECTIONSMay 2015

WD5

1 : 100Section 1 TRUSS DESIGN CRITERIA

1. ROOF MASS EXCL. TRUSS SELF WEIGHT - 80 kg/sqm for tiled roof - 30 kg/sqm for metal deck roof.2. LIVE ROOF LOAD: - a. GENERALLY - (18/A + 0.12)kPa WITH A Min. OF 0.25 kPa b. BOTTOM CHORD - 1.4 kN CONC. LOAD WHERE TRUSS DEPTH EXCEEDS 1200mm OTHERWISE 0.9kN.3. PARALLEL SUPPORT FACTOR = 1.0 FOR ALL TRUSS MEMBERS EXCEPT TOP CHORD.4. MAXIMUM OVERALL TRUSS DEFLECTION : - D=1/500, L=1/300.5. MAXIMUM DEFLECTION BETWEEN PANEL POINTS: - D=1/500, L=1/300.6. THE TRUSS MANUFACTURER IS TO SUPPLY THE BUILDER WITH 2 COMPLETE SETS OF CALCULATIONS AND DRAWINGS FOR ALL THE DIFFERENT TRUSS TYPES TOGETHER WITH A LAYOUT DIAGRAM.7. TRUSSES NOT CONFORMING WITH THE ABOVE CRITERIA WILL BE REJECTED AT NO COST TO THE BUILDER.

GENERAL FRAMING NOTES:1. ALL DIMENSIONS ARE IN MILLIMETRES.2. INSULATION: PROVIDE INSULATION AS SPECIFIED BY THE ACCREDITED ENERGY RATER. NOTE : SISALATION TO HAVE A FLAMMABILITY INDEX NOT EXCEEDING 53. CEILING DETAILS: CEILING HEIGHTS: REFER DRAWINGS & OR FRAMING SPECIFICATION. PROVIDE 10mm SUPA CEIL OR SIMILAR PLASTERBOARD FOR 600mm CTS, SECURELY FIXED TO 16mm FURRING CHANNELS/BATTENS AT 600mm Max. CTS IF REQUIRED.4. SUB FLOOR DETAILS: - IF APPLICABLE. STUMPS: 1OO x 1OO MIN. CONCRETE. HEIGHT/ WIDTH RATIO NOT TO EXCEED 15 REFER TO CLAUSE 2.5.4.2 & 2.5.4.4 TIMBER FRAMING CODE A.S. 1684.2 2006. BRACING TO STUMPS TO COMPLY WITH CLAUSE 8.3.5.4 AND TABLES 8.6, 8.7, 8.8, 8.9 OF THE TIMBER FRAMING CODE. SIZE OF CONCRETE PADS: MINIMUM 3OOø X 1OOD & L/B MINIMUM 35Oø X 15OD.5. BEAMS BEARING ON BRICKWORK TO BE TIED DOWN WITH HOOP IRON STRAPPING CARRIED DOWN TO MIN. 1500mm & ANCHORED SECURELY. THIS METHOD OF TIE DOWN SHALL BE USED UNLESS NOTED OTHERWISE.6. BUILDING TIE DOWNS TO BE PROVIDED IN ACCORDANCE WITH AS1684-2006. REFER TO 1684 FOR CONSTRUCTION REQUIREMENTS.7. NOTE: ALL SPECIFIED MEMBERS ARE IN ACCORDANCE WITH A.S 1684.2 2006 - THE TIMBER FRAMING CODE. WIND CLASSIFICATION AS NOTED ON FRAMING SPECIFICATIONS. THIS SPECIFICATION MUST BE READ IN CONJUNCTION WITH THE RELEVANT CLAUSES & TABLES OF A.S. 1684.2 2006 FOR ALTERNATIVE SIZES, BRACING, AND TIE DOWN REQUIREMENTS.8. BEAMS BEARING ON BRICKWORK TO BE TIED DOWN WITH HOOP IRON STRAPPING CARRIED DOWN TO MIN. 1200mm & ANCHORED SECURELY. THIS METHOD OF TIE DOWN SHALL BE USED UNLESS NOTED OTHERWISE.


NOTE:1. THIS TABLE REFERS ONLY TO EVENLY DISTRIBUTED LOADS, FOR HIGHER LOAD CONDITIONS (E.G. POINT & ROOF LOADS) REFER/ OBTAIN ENGINEERS COMPUTATIONS.2. FIRST DIMENSION CORRESPONDS TO THE VERTICAL LINTEL LEG. e.g. 15O x 9O x 8 LINTEL. 15Omm LEG VERTICAL.3. THIS TABLE APPLICABLE TO APPROPRIATE BUILDINGS NOT EXCEEDING 12.Om HEIGHT. ALL\ EXPOSED STEELWORK TO BE HOT-DIPPED GALVANISED.

30002700

33003000

210018001500

CLEAR SPAN OF OPENING (mm)

240021001800

12001000BRICKWORK

15001200

1500

2000

2500

3000

1000

500

2700

2400

BRICK LINTELS

100x100x6 150x90x8

150x100x10

150x100x10

150x90x8

150x90x8

150x90x8

150x90x8

150x90x8 150x90x8

150x90x8

150x90x8

100x100x6

100x100x6 100x100x6 100x100x6

100x100x6100x100x6

100x100x6 100x100x6

100x100x6100x100x6

100x100x6 100x100x6 100x100x6

100x100x6 100x100x6100x100x6

100x100x6

100x100x6

100x100x6100x100x6

100x100x6

100x100x6

100x100x6

100x100x6

100x100x6

100x100x6

100x100x6

100x100x6

100x100x6

100x100x6

100x100x6

100x100x6

100x100x6

100x100x6

100x100x6

1 : 10Garage Wall on Boundary Gutter Detail

Owner:

Location:

Project:

Sheet No.

Scale:

Date:

Issue.




Sheet Size: A3



PERSPECTIVESMay 2015

WD6A 14/05/15 ORIGINAL ISSUE. SY

Perspective Perspective

Perspective

Perspective

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