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CERTIFIERS NOTES

YUELAMU - INFRASTRUCTURE DEVELOPMENT OFFICE BUILDING

CONSTRCUTION

DRAINAGE

• Grade finished surfaces away from the building to a slope of not less than50mm over the first metre.

CORROSION PROTECTION

• Paint all cast in steel 100mm below the finished concrete level and 100mmabove the finished ground level with ‘Orminoid Laporte’ bitumen based

paint or similar approved product.

• Splay top of footing to shed water.

WINDOWS AND GLAZING

• All glazing, framing and method of fixing shall be designed and certified bythe manufacturer's engineer to comply with the current editions of AS1170 part 2, AS 1288, AS 2047 and AS 2048

• Window and doors must also to comply with the relevant sections of theBuilding Code of Australia.

• Design pressures as per AS2047, tables 2.1,2.4 & 2.5. for N2 rating.

• Window manufacturer to provide engineering certification that the windowsand doors comply with the requirements of the N.T. Building Act and areappropriate for the locations and loads including fixings and human impacton a section 40 certificate.

• All flashings and sealant including fixings to be compatible with theirintended use.

• Builder to check that frame sizes suit constructed openings.

• Sizes shown are nominal.

SANITARY FACILITIES

• Provide a minimum 1200mm clearance between W.C. and nearest part ofthe door in the closed position if the door opens inwards or door is to be asliding door or provide ‘lift off hinges’ to the W.C. Door.

• Provide sanitary napkin disposal facilities to female toilets.

ACCESS

� Provide public safety hardware to exit doors complying with BCA partD2.21.

� Provide access for people with disabilities to building from a disabledpersons carpark and from the front of the property. All access is to becompliant with AS 1428.1. Handrails, ramps etc to be compliant with AS

1428.1

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Project Building Certifiers Pty Ltd

Out of Building Area - 2287-114

SIGNED.....................................................................

DATE 19/02/2014 18773BU

DISABLED PERSONS FACILITIES

� Provide a toilet complying with AS 1428.1 as located in accordance withthe drawings.

� Identify 1 disabled persons carpark and other facilities to BCA & AS1428.1 requirements.

� Provide 1 carpark for persons with disabilities.

� Provide clear and legible Braille and tactile signage complying with Specification D3.6 of the Building Code of Australia and incorporating theinternational symbol of access or deafness or other symbol asappropriate, in accordance with AS 1428.1 must identify-

(i) sanitary facility

(ii) entrance; and

the path of travel from the principal public entrance to these features and facilities where their location is not apparent to the building occupant.

MECHANICAL CERTIFICATION.

� Provide mechanical certification to the new works. Provide a section 40certificate for the works to confirm they comply with AS 1668.

EXIT & EMERGENCY LIGHTING

� Install Emergency lighting in this building in accordance with the BuildingCode of Australia.

� Install exit signs in accordance with the Building Code of Australia.

WET AREAS

• Wet areas to be waterproofed in accordance with AS 3740, the BuildingCode of Australia & WA1-WA4

FIRE HAZARD PROPERTIES

� Provide materials to the building works that are compliant withSpecification C1.10 or C1.10a of BCA2013.

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SIGNED.....................................................................

DATE 19/02/2014 18773BU

Designed ramps are not compliant - Refer toAS1428.1 - Part 10.6 Step ramps (Max height190mm Max Gradient 1:10) Needs to incorporatea compliant landing, Refer to AS1428.1figure 22b

Install 1 x 3A: 40(B): (E) Dry Chemical FireExtinguisher adjacent to each required exit.(Ensure Fire Extinguisher is tagged.)

Exit Discharge Unobstructed:Ensure that an exit is not blocked atthe point of discharge. Wherenecessary, suitable barriers likebollards, must be provided to preventvehicles or objects from blocking theexit point or access to it.

PWD to be compliantwith AS1428.1-2009

A continuous path of travel is to beprovided from the site entry to the entryof the building in accordance withAS1428.1-2009 Part 6Project Building Certifiers Pty Ltd


SIGNED.....................................................................

DATE 19/02/2014 18773BU





SIGNED.....................................................................

DATE 19/02/2014 18773BU



SIGNED.....................................................................

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SIGNED.....................................................................

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Pavers to be in accordancewith AS1428.1 - Part 7 &Figure 7 joint raked pavers


Threshold to have a smoothtransition. no more than 3mmfor vertical or 5mm if theedges have been rounded.see AS1428.1-2009 Part 7.2



SIGNED.....................................................................

DATE 19/02/2014 18773BU

Shall be located not less than 900mm normore than 1100mm above the plane of thefinished floor and not less than 500mm frominternal corners in accordance withAS1428.1-2009 Figure 37

Exit lighting test switch to be providedwithin the switchboard and a logbookof testing to be provided



SIGNED.....................................................................

DATE 19/02/2014 18773BU

Exit Doors- Public Safety Hardware:Exit doors & doors on the path to an exitto be fitted with a lever handle that canbe operated with a single downwardhand action that opens the door in thedirection of egress, in accordance withBCA Part D2.20 & D2.21.

Circulation spaces at doors to be in accordancewith 1428.1-2009 Part 13.3



SIGNED.....................................................................

DATE 19/02/2014 18773BU

NORTHERN TERRITORY OF AUSTRALIA BUILDING ACT

SECTION 40 – CERTIFICATE OF COMPLIANCE – STRUCTURAL DESIGN

Page 1 of 2

All sections must be completed – mark N/A to any question that does not apply

PROPERTY / PROJECT DETAILS

Owner (if known):

Lot/Portion Number: Address:

Location: Town / Hundred : Description of works :

DOCUMENTS ATTACHED

Drawing Nos:

Other:

DESIGN BASIS (please list relevant Standards used in the design)

Class of Building (BCA): Type of Construction (BCA volume 1 §C1.1): (eg. Type A fireresisting construction)

Building Importance Level (BCA Table B1.2a): Annual Probability of Exceedance for Wind (BCA Table 1.2b): 1 in Region: Regional ultimate wind speed VR(m/s): Terrain Category: Reference height (m):

Mz,cat : Ms : Mt : Vdesθ Design Wind Speed at reference height (m/s):

Internal Pressure Coefficients (Cp,i):

External Pressure Coefficients (Cp,e) Walls

Roof

Net Pressure Coefficients: (Cp,n) Roof / Walls

Imposed Loads, kPa Floor / Roof Earthquake Design Category, EDC (Table 2.1 of AS 1170.4): Annual Probability of Exceedance for Earthquake Actions (BCA Table 1.2b): 1 in Importance Level (BCA): Hazard Factor, Z (Section 3): Class of SubSoil (Section 4): Safe Foundation Bearing Capacity, kPa: Site classification (AS2870):

COMMENTS / EXCLUSIONS (Exclusions to this Certificate must be clearly identified). The following items are excluded and shall be certified separately:

Comments:

CERTIFICATION BY STRUCTURAL ENGINEER Company Name Company NT Registration Number

We certify that reasonable care has been taken to ensure that the structural engineering aspects of the works as described above have been designed in accordance with the requirements of the Building Code of Australia and the Northern Territory Building Regulations.

Name (print clearly) Individual NT Registration Number

Signature Date

YUELAMU YUELAMU

OFFICE BUILDING WITH BREEZEWAY

1a &10a

2

N/A

500A 45 m/s 2.5 5

0.87 1 1 37.17 m/s

100 kPa

Project Building Certifier 18773ES

S

I

2 0.08 Ce500

AS1170.4 -2007 ( Appendix A); hazard < 0.11. Material type as per relevant standard, Specific deemed tosatisfy limits as per the relavant standards. Therefore no specific earthquake design is required.

Duncan Cooke 19209ES 19/02/2014

-/+ 0.3

1.5 KPa / 0.25 KPa

-0.9, -0.5,-0.3-0.2, -0.4, 0, +0.1, +0.2

Windward = +0.7, Leeward = -0.5, Sidewalls = -0.65, -0.5,-0.3, -0.2

- AS1170.0 - 2002 (Structural Design Actions - General Principles) - AS4100 - 1998 (Steel Structures) - AS1170.1 - 2002 (Permanent, Imposed and Other Actions) - AS3600 - 2009 (Concrete Structure)- AS1170.2 - 2002 (Wind Actions) - AS2870 - 1996 ( Residential slabs & Footings Code) - AS1170.4 - 2007 (Earthquake Design Actions) - AS/NZS 4600 - 2005 ( Cold - Formed Steel Structures)- AS 1288 - 2006 ( Glass In Buildings) - AS4055 ( Wind Load For Housing)

SN01,SW01 & SDR00SDR08

UP TO 1.2 m FROM THE CORNER; Cp,n = 1.5, GREATER THAN 1.2 m FROM CORNER; Cp,n = 1 CPw = 1.2, +0.4 & CPw = 0.9, 0

Md = 0.95

of 2

SCHEDULE OF STRUCTURAL INSPECTIONS REQUIRED

Inspection of construction is required at all stages indicated below.

[ ] 1. Completion of site preparation/site filling/excavations for footings prior to placement of any reinforcement or concrete.

[ ] 2. Completion of preparations for placing of concrete strip footings including placement of reinforcement.

[ ] 3. Completion of preparations for placing concrete slabs including compaction of fill and sand blinding, placement of formwork, reinforcement, starter bars and cast in items.

[ ] 4. Completion of preparations for placing of concrete pier footings including reinforcement (if any).

[ ] 5. Starter bars and cast in items after placing of concrete and prior to any covering up work.

[ ] 6 Reinforcement to walls completed prior to core filling (inspection holes and cleanout cores to be completed).

[ ] 7. Structural steelwork and cold formed steelwork completed and prior to any covering up work. Floor framing system completed before floors are laid or underside is lined.

[ ] 8. Suspended concrete floor slabs with formwork, reinforcement and cast in items completed, prior to placing of concrete.

[ ] 9. Wall framing or blockwork wall core filling completed (with windows fixed in place) and roof framing with connections completed and prior to sheeting or lining.

Note: [ ] Prior lodgement of truss manufacturer’s drawings, details and certification required. [ ] Prior lodgement of windows manufacturer’s drawings including fixings and certification required.

[ ] 10. Structural wall linings completed and prior to any covering up work.

[ ] 11. Final inspection upon completion of all structural work including fixings of external roof and wall claddings, flashings, barges & vents.

[ ] 12. Other Inspections as required by the building permit

Important Information: 1) The above inspections are required to be carried out by either the certifying engineer or the building certifier who

issued the building permit for the work. (If no inspections are indicated refer to the certifying engineer for advice). 2) Where works are prescribed building works under the NT Building Act, the building certifier must be provided with

a copy of the inspection record and no further works must be carried out by the builder until the building certifier issues a release to proceed with further works.

3) Additional non structural inspections may be required during the course of construction before the issue of a Permit to Occupy (refer to building certifier for requirements).

4) Failure to obtain inspections may prevent the issue of a Permit to Occupy upon completion of the building works.



SIGNED.....................................................................

DATE 19/02/2014 18773BU



SIGNED.....................................................................

DATE 19/02/2014 18773BU

as shown

SN01

BUILDING CERTIFIERSDARWIN

8948 2040ALICE SPRINGS

8952 2540ADELAIDE8962 7800

STRUCTURAL ENGINEERS

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GENERALG1. ALL GLAZING TO BE DESIGNED AND CERTIFIED BY THE MANUFACTURER, IN ACCORDANCE WITH AS1288 AND AS 2047 FOR N2 WIND CONDITIONS.

G2. FOUNDATION SUBGRADES TO BE COMPACTED TO 90% MMDD FOR A DEPTH OF 150mm. ALL FILL UNDER FOOTINGS AND SLABS TO BE OF CLEAN WELL GRADED SAND OR GRAVEL AND COMPACTED IN 150mm LAYERS TO ACHIEVE 95% MMDD COMPACTION.

G3. THE BUILDER IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING CONSTRUCTION.

G4. ALL CLADDING TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER’S RECOMMENDATIONS.

G5. PROVIDE TERMITE TREATMENT IN ACCORDANCE AS3660.1

G6. WATER PROOF WET AREAS IN ACCORDANCE WITH AS3740.

G7. WHERE DETAILS ARE NOT COVERED OR INCONSISTENT, REFER TO ENGINEER FOR CLARIFICATION PRIOR TO PROCEEDING WITH THE WORKS.

STRUCTURAL NOTES

CONCRETEC1. ALL WORKMANSHIP AND MATERIALS IN ACCORDANCE WITH AS 3600.

C2. UNLESS NOTED ON PLANS CONCRETE IS TO BE CLASS N20 WITH 80MM SLUMP AND AGGREGATE MAX 20mm.

C3. CONCRETE COVER IN FOOTINGS AGAINST GROUND SHALL BE 40mm.

C4. COMPACT ALL CONCRETE WITH MECHANICAL VIBRATORS AND CURE IMMEDIATELY AFTER PLACEMENT.

C5. PROVIDE 2Y12 x 2000 LONG TRIMMER BARS AT REENTRANT CORNERS OF SLABS, 50mm APART AND TIED BELOW THE REINFORCING FABRIC.

C6. DRILL AND EPOXY 400 LONG Y12 RODS, 200 INTO EXISTING SLAB AND TIE INTO NEW SLAB ALONG THE NEW JOINT AT 600 CENTRES.

C7. CONCRETE SIZES & THICKNESS SHOWN DOES NOT INCLUDE FINISHERS, TOPPINGS, ETC.

STEELS1. ALL WORKMANSHIP AND MATERIALS IN ACCORDANCE WITH AS 4100.

S2. ALL BOLTS, NUTS AND WASHERS SHALL BE GALVANISED. BOLT HOLES TO BE DRILLED 2mm OVERSIZED.

S3. ALL WELDING TO AS 1554 CATEGORY ‘GP’ WELDS, UNLESS NOTED OTHERWISE USE 6mm CONTINUES FILLET WELD FOR FULL PERIMETER OF CONTACT.

S4. STEEL LINTELS FOR MASONRY:

OPENING LINTEL SIZE BEARINGNOT > 1800 100 X 75 X 8 EA 150mmNOT > 3600 (BAY WINDOW) 150 X 90 X 8 UA 250mm

S5. ALL STEEL HOLLOW SECTION MEMBERS SHALL HAVE WELDED CAPS.

LIGHT WEIGHT STEEL FRAMINGL1. ALL FABRICATION AND INSTALLATION OF THE STEEL WALL FRAMING TO BE CARRIED OUT IN ACCORDANCE WITH LYSAGHT ‘SPECIFICATION FOR STEEL WALL FRAMING’ REFERENCE NUMBER ‘SWF4 4, (MAY 88)’, UNLESS NOTED OTHERWISE.

L2. FIX THE END STUD OF INTERNAL BRACING WALLS TO EXTERNAL MASONRY WALL WITH M10 INJECTION ANCHORS AT 400 CENTRES.

L3. USE THE FOLLOWING STEEL SIZE AND GRADES:

EXTERNAL STUDS:75x32x1.2 G300ONE ROW NOGGING STIF. TOP PLATE :75x79x1.6G450 BOTTOM PLATE :78x31x1.2G300 INTERNAL STUDS :75x32x1.2G300ONE ROW NOGGING NOGGING :72x34x1.2G300

L4. ALL STEEL SECTIONS TO BE CONNECTED TOGETHER WITH MINIMUM 60mm OF WELD. CONSTRUCT TRUSSED LINTELS OVER ALL OPENINGS.

L5. ALL WALLS NOMINATED AS BRACING WALLS (BR) TO HAVE CROSS BRACING IN THE FORM OF 30x1.2mm GALVANISED IRON, TENSIONED STRAPS SCREW FIXED TO PLATES WITH 2/No10 SCREWS AND TO INTERMEDIATE MEMBERS WITH 1/No10 SCREW. THE BRACE TO FORM AN ANGLE OF 45 DEGREES OR LESS WITH HORIZONTAL WHEN INSTALLED.

L6. CONNECT BOTTOM PLATES TO FLOOR WITH M10 HIT ‘C’ INJECTION ANCHORS 50mm EDGE DISTANCE AND 100mm EMBEDMENT DEPTH, ADJACENT STUDS AT 1200 MAX CENTRES, ADJACENT OPENINGS AND END OF WALLS.

CONNECT BOTTOM PLATE TO FLOOR WITH M10 HILTI HVA ADHESIVE ANCHORS WITH HEACAPSULES, 50mm EDGE DISTANCE AND 100 mm EMBEDMENT DEPTH, AT ENDS OFBRACING PANELS.

DESIGN CRITERIAD1. DEAD LOAD AND LIVE LOAD IN ACCORDANCE WITH AS1170.1 LIVE LOADS: FLOOR LIVE LOAD = 1.5 KPa

D2. WIND VELOCITY: Vp = 37 m/s, Vu = 45m/s, Vs = 37 m/s REGION = A TERRAIN CAT = 2.5 INTERNAL & EXTERNAL PRESSURE COEFFICIENT IN ACCORDANCE WITH AS1170.2 Ms= 1, Mt =1, Mi = 1

D3. FOUNDATION BEARING CAPACITY = 100 KPa (ASSUMED)

FILL MATERIAL AND COMPACTIONFm1. ALL TOP SOIL AND DELETERIOUS MATERIALS SHALL BE REMOVED PRIOR TO PLACEMENT OF FILL. FILL UP TO 150 mm BELOW SLAB LEVEL SHALL BE COMPACTED IN 150 mm LAYERS OF 90 % MMDD. Fm2. FILL SHALL BE GRAVEL, DECOMPOSED OR BROKEN ROCK, FREE FROM CLAY LUMPS AND ORGANIC MATTER, CONFORMING WITH THE FOLLOWING GRADING: AS METRIC SIEVE % PASSING BY WEIGHT 75 mm 100 9.5 mm 30 100 2.36 mm 100 0.075 mm 30100 LINEAR SHRINKAGE 2%8%

EARTHWORKS E1. ALL EARTHWORKS SHALL BE IN ACCORDANCE WITH AS3798 & AS2870. E2. SITE FALL TO BE DETERMINED ON SITE PRIOR TO THE COMMENCEMENT OF ANY WORKS.E3. GROUND ADJACENT TO BUILDING SHALL BE GRADED AWAY TO FALL AT LEAST 50 mm OVER 1m WIDTH IN ACCORDANCE WITH BCA. FINISHED FLOOR LEVEL IN HABITABLE ROOM SHALL BE NOT LESS THAN 150 mm ABOVE ADJACENT PAVED AREAS.

MASONRYM1. ALL WORKMANSHIP AND MATERIALS IN ACCORDANCE WITH AS3700.

M2. MORTAR IN MASONRY TO BE 1:1:6 BY VOLUME, CEMENT: LIME: SAND (ie>CLASS M3).

M3. MASONRY UNITS TO HAVE A MINIMUM CHARACTERISTIC UNCONFINED COMPRESSIVE STRENGTH OF 12 MPa FOR BRICKS AND 15 MPa FOR CONCRETE BLOCKS.

M4. GROUT IN CONCRETE FILLED CORES TO HAVE COMPRESSIVE STRENGTH OF F’c=20 MPa AND MINIMUM CEMENT CONTENT OF 300kg PER CUBIC METRE.

M5. INTERNAL WALLS ABUTTING EXTERNAL WALLS SHALL BE TIED TO THE EXTERNAL WALL WITH HEAVY DUTY TIES EACH 2ND COURSE.

M6. PROVIDE CONTROL JOINTS AT ONE BOTTOM CORNER OF ALL HALF HEIGHT WINDOWS, EXTENDED DOWN TO FOOTINGS UNO.

M7. PROVIDE HEAVY DUTY BRICK TIES AT 600 CENTRES IN ALL BRICK CAVITY AND BRICK VENEER CONSTRUCTION. CLOSE UP THE DISTANCE TO 300 CENTRES AROUND OPENINGS.

M8. CORE FILL ALL REINFORCED CORES WITH 20 Mpa GROUT OF SMOOTH FLOWABLE CONSISTANCY AND PROVIDE REINFORCEMENT AS SPECIFIED BY THE ENGINEER.

M9. EXTERNAL BLOCKWORK WALLS TO BE FINISHED WITH 3 COATS OF 100% ACRYLIC BASED HIGH QUALITY GLOSS PAINT OR RENDERED IN ACCORDACE WITH MANUFACTURES SPECIFICATIONS & RECCOMMENDATIONS.

GLAZINGG1. WINDOWS & DOORS INCLUDING FRAMES. GLAZING & FIXINGS ARE TO COMPLY WITH AS1288 & AS2041. GLAZING TO BE CERTIFIED BY THE MANUFACTURER.

G2. BUILDER TO CHECK THAT FRAME SIZES SUIT CONSTRUCTION OPENINGS.

G3. WINDOWS LESS THAN 1500mm FROM BASE OF BATH OR SHOWER FLOOR & LESS THAN 500mm HORIZONTALLY FROM THE INTERNAL PERIMETER OF THE BATH OR SHOWER FLOOR ARE REQUIRED TO BE SAFETY GLASS IN ACCORDANCE WITH AS1288.

G4. ALL GLASS SHOWER SCREENS , DOORS & BATH ENCLOSURES SHALL COMPLY WITH AS1288 AND BE CERTIFIED BY THE MANUFACTURER.

G6. WIND PRESSURES AS PER AS1288, DESIGN GLAZING ULTIMATE PRESSURE.

LOCATION OF WINDOW FROM EXTERNAL CORNERDISTANCE (mm) 01200 >1200 PRESSURE (KPa) 1.85 1.23

Structural Components Concured with byProject Building Certifiers Pty LtdACN 070 843 971

Signed ................................................Dated 19/02/2014

PROJECT NUMBER: 2287- 114



SIGNED.....................................................................

DATE 19/02/2014 18773BU



SIGNED.....................................................................

DATE 19/02/2014 18773BU



SIGNED.....................................................................

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8952 2540ADELAIDE8962 7800


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STANDARD WALL FRAMING2287114

1200 MINA

1800 MINB

2400 MINC

30 x 1 TRAPTENSIONER (TYP)

TIE DOWNLOCATIONS. (REFER DETAIL)

NOTES:

PROVIDE 4 NO14 TEKS TO FLOOR FRAMING AT EACH END OF EACH BRACING PANEL. PROVIDE SOLID NOGGING BETWEEN FLOOR JOISTS ( SIZE SIMILAR TO FLOOR JOIST)

BRACING CAPACITY TABLE (KN)2400 HIGH 2700 HIGH 3000 HIGH

EXTERNAL INTERNAL EXTERNAL INTERNAL EXTERNAL INTERNALTYPE

A

B

C

1.22.4

1.22.4

1.11.1

1.12.2

1.0 2.0 1.0 2.0

1.63.2

1.63.2

1.51.7

1.53

1.52.8

1.52.8

1.93.8

1.93.8

1.82.3

1.83.6

STEEL WALL FRAMING SECTIONSITEM DIMENSIONS THICKNESS GRADE

G450G550G550G550G550G550G550

1.61.01.01.01.00.8

0.8

79 X 75 STIFFENED 78 X 31 78 X 31 78 X 31

75 X 3275 X 3272 X 34

EXTERNAL TOP PLATE EXTERNAL BOTTOM PL

INTERNAL BOTTOM PLINTERNAL TOP PLATE

EXTERNAL STUDINTERNAL STUDNOGGING

MINIMUM NUMBER OF NOGGINGS TO STUDSWALL HEIGHT NO OF NOGGINGS 2400 2700

3000 MAX

1 MIN

2 MIN

NOTE:ROOF BATTENS SHALL BE TOPSPAN 40 HEAVYU.N.O. AT 750 mm MAXIMUM EDGE SPACINGAND 1200 mm MAXIMUM GENERAL SPACING.THEY ARE TO BE FIXED VIA 2 No.10 16 16TEKS AT TRUSS LOCATIONS

STIFFENED PLATEEACH SIDE.

TRUSS BOTTOM CHORD.

100

BRACINGWALL. ENSURE

TIGHT FIT.

BRACING WALL TO ROOFDIAPHRAGM CONNECTION 1:10

TOP PLATE OFBRACING WALL.

TRUSS BOTTOM CHORD.

BRACINGWALL.

CEILINGBATTEN.

PACKER ASREQUIRED.

BRACING WALL TO ROOFDIAPHRAGM CONNECTION 1:10

2NO10 TEKS

CONNECT A MINIMUM OF 3 CEILINGBATTENS TO TOP OF BRACING WALL.

(REQUIRED IF BRACING WALL DOESNOT ABUT EXTERNAL WALL) RATING 4 KN

(REQUIRED IF BRACING WALL DOES NOTABUT EXTERNAL WALL) RATING 4 KN

SECTION D D 1:10RATING 3.6 KN

EXTERNALWALL STUDS.

INTERNAL WALLSTUDS.

280 LONG STUDBLOCK.

2 RIVETSEACH SIDE

INTERNAL TO EXTERNAL WALLCONNECTION DETAIL1:10

INTERNALWALL.

EXTERNALWALL.

DENOTESFIXINGLOCATIONS.

ONE RIVET TO EACHSTUD FLANGE

TYPICAL STUD TONOGGING CONNECTION Scale 1:10

ONE RIVET TO EACHSTUD FLANGE

ENSURE STUD ISBEARING ON PLATE

TYPICAL STUD TOPLATE CONNECTION

Scale 1:10

ONE OR TWO RIVETSBRACE CAPACITY VARIES(REFER TABLE)

DETAIL BScale 1:10

DETAIL AScale 1:10

STRAP ASSPECIFIED

STRAP ASSPECIFIED

C

100 max

NOTE:

THE TOP PLATE OF A LENGTH OF WALL CONTAINING BRACED PANELS IS REQUIRED TO BEFIXED TO THE CEILLING DIAPHRAGM VIA A CONNECTION ON CONNECTIONS OF AT LEASTEQUAL TO THE BRACING RESISTANCE OF THE WALL. A COMBINATION OF CONNECTIONS CANBE PROVIDED TO ACHIEVE THE REQUIRED RESISTANCE.

WALL BOTTOM PLATE TIE DOWN REQUIREMENTSLOCATION FIXING

INTERNAL END OF BRACES

EXTERNAL SIDES OF OPENINGS (UP TO 2400)

EXTERNAL SIDES OF OPENINGS (2700 TO 3600)EXTERNAL GENERALEXTERNAL WALL ENDSEXTERNAL END OF BRACESEXTERNAL UNBRACED

M10 DYNABOLT

M12 CHEMSET

2M12 CHEMSET

M12 CHEMSET AT 1200M12 CHEMSETM12 CHEMSETMASONRY NAL AT 1200

NUMBER OF STUDS BESIDE OPENINGS3000 HIGHOPENING WIDTH 2400 HIGH 2700 HIGH

11 22

223

0 900 1200

1800 21001500

2400 27003000 33003600

12 22

333

12 23

344

NOTES:M12 CHEMSETS SHALL HAVE 120 MM MIN EMBEDMENT. M10 DYNABOLTS SHALL HAVE 50 MM MIN EMBEDMENT.

DENOTES CAPACITY WITH 1 RIVETS TO STRAP ENDS.

DENOTES CAPACITY WITH 2 RIVETS TO STRAP ENDS.NOTE:

SECTION C C 1:10

POSITION FIXINGSWITHIN 100 OF WALLSTUD LOCATIONS

50 x 3 WASHER

BOTTOM PLATE FIXING ASSPECIFIED. (REFER TABLE)

50


Signed ................................................Dated 19/02/2014




SIGNED.....................................................................

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450



SIGNED.....................................................................

DATE 19/02/2014 18773BU

450



SIGNED.....................................................................

DATE 19/02/2014 18773BU

2287114

/02/2014

as shown

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8952 2540ADELAIDE8962 7800


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SLAB NOTES:

- TYPICALLY THIS FOOTING DESIGN HAS BEEN DESIGN FOR A CLASS "S" SITE REFER TO GEOTECH REPORT FOR FOUNDATION REQUIREMENTS. MAIN SLAB 100 mm THICK ON GROUND, SL72 MESH 30 TOP COVER PROVIDE 50 mm SAND BEDDING AND 0.2 mm POLYTHENE VAPOUR BARRRIER UNDER SIDE OF SLAB.

- EXTERNAL CONCRETE SLABS TO BE AS FOLLOWS: 100 mm THICK WITH MIN SL72 MESH 30 mm TOP COVER. CONCRETE GRADE 20 MPa SAWCUT CONTROL JOINTS OR TOLLED GROOVE @ 5m MAX CTS EACH WAY. REFER DETAIL 200DEEP x 150 WIDE MASS CONCRETE EDGE THICKENING TO FREE EDGES 0.2 mm POLYTHENE VAPOUR BARRIER UNDER.

- ALL FOOTING TO BE FOUNDED 150 mm MIN INTO FIRM WELL COMPACTED GROUND U.N.O/

- FOOTING DEPTHS SHOWN ARE MINIMUM ONLY AND MAX NEED TO BE INCREASED TO ACHIEVE THE REQUIRED FOUNDING LEVEL.

- MAINTAIN SLAB THICKNESS AND FOOTING DEPTH AT ALL SETDOWNS.

- MAX DEPTH OF NEW NON-CERTIFIED COMPACTED ALL BENEATH FLOOR SLABS TO BE 400 mm.

- CONCRETE MAIN SLAB: FOOTING - 20 MPa, SLUMP 80, 20 mm MAX AGGREGATES. MAIN SLAB - 20 MPa, SLUMP 80, 20 mm MAX AGGREGATES.

- SAW CUT 5x20 DEEP JOINT WITHIN 12 HOUR OF POURING CONCRETE OR TROWELED TOOL JOINT CUT EVERY SECOND WIRE AT JOINT PRIOR TO POURING CONCRETE PASS REMAINING WIRES UNDER JOINT.

TEMINATE RISK MANAGEMENT

IN ACCORDANCE WITH AUSTRALIAN BUILDING PRODUCT CERTIFICATIONSCHEME CERTIFICATE OF CONTORMITY NO 97/C01, INSTALL TERMIGUARDPERIMETER AND PENETRATION RE-TREATMENT SYSTEM USEDINCONJUNCTION WITH DIRECT HAND SPRAY APPLIED IN ACCORDANCE WITHAS3660.1 TO THE UNDER SLAB AREAS.

CONCRETE FLOOR SLABS USED INCONJUNCTION WITH THE SYSTEM SHALLBE CURED IN ACCORDANCE WITH AS3660 FOR 7 CONSECUTIVE DAYS BEFORETHE CONCRETE SLAB IS LOADED OR BUILT UPON.

THE PERIMETER PROTECTION IRRIGATION LINE IS TO BE COVERED ATFINISHED SURFACE LEVEL WITH AN IN-SITU CONCRETE STRIP NOT LESSTHAN 50 mm THICK x 300 WIDE.

ON COMPLETION OF THE INSTALLATION, INSTALL DURABLE SIGNAGE ANDPROVIDE A CERTIFICATE OF COMPLETION IN ACCORDANCE WITH AS3660.1

WATERPROOFING OF WET AREAS

WATERPROOFING OF WET AREAS SHALL BE IN ACCORDANCE WITH AS 3740.

PROPOSED FOOTING & SLAB LAYOUT PLAN 1:100

EXTERNAL CONCRETE GRADE: N20 EXPOSURE CLASSIFICATION: A1

INTERNAL MAIN HOUSE SLAB CONCRETE GRADE: N20 EXPOSURE CLASSIFICATION: A1

COVER: FOOTING : 50 mm INTERNAL SLAB : 30 mm TOP COVER EXTERNAL SLAB : 40 mm TOP COVER.

NOTES:

- FOR SLAB MESH LAPPING. REFER DETAIL ON PAGE SDR05. - FOR FOOTING TRENCH MESH LAPPING. REFER DETAIL ON PAGE SDR05.

- FOR SLAB SETDOWN. REFER DETAIL 2 PAGE SDR04.

FULLY WELD COLUMN TO CASTIN BASE PLATE. REFER DETAIL4 PAGE SDR04. TYPICAL ALLLOCATIONS.

FULLY WELD COLUMN TOCAST IN BASE PLATE. REFERDETAIL 5 PAGE SDR04.

F1 F1 F1

F1 F1 F1

F2

F2

RF

RF

RF

RF

LEGENDS

MARK

RF

F1

F2

SIZE

300WIDEx 450 MIN RAFT FOOTING. REFER DETAIL 1 PAGE SDR04. 400SQx600 DEEP PIER FOOTING. REFER DETAIL 3 PAGE SDR04.600SQx450 DEEP PAD FOOTING. REFER DETAIL 5 PAGE SDR04.

REINF

3L8TM . B -

-

LIGS

-

-

-

RAMP TO BE CONSTRUCTED INACCORDANCE TO AS1428.1. REFER DETAIL PAGE SDR10.


Signed ................................................Dated 19/02/2014


450



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as shown

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600

C1

125x75x 3 RHS HEAD BEAM @ 2400 HIGH.

STEEL MEMBER SCHEDULE:

C1 - 75x3 SHS GRADE 350 MPA COLUMN. C2 - 75x2 SHS GRADE 350 MPA CARPORT POST. RB1 - 125X75X2 RHS GRADE 350 MPA ROOF BEAM OR 150x50x2 SHS GRADE 350 MPA ROOF BEAM. R1 - 125x75x2 RHS GRADE 350 MPA CARPORT RAFTER.

PROPOSED STEEL WALL, COLUMN AND BEAM LAYOUT PLAN 1:100

UNLESS NOTED OTHERWISE:

- STEEL WALL FRAMING IN ACCORDANCE TO SPECIICATION PAGE SWD01.

FULLY WELD ROOF BEAM TOCOLUMN . REFER DETAIL 7PAGE SDR05. TYPICAL ALLLOCATIONS.

125x75x 3 RHS HEAD BEAM @ 2400 HIGH.

RB

1R

B1

RB

1

C1

C1

C1

C1 C1C1

C1

R1

R1

R1

R1

R1

R1

C2 C2 C2

C2 C2 C2

2700 2700

5400

8200

1100

0

10

SDR06

9

SDR06


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2287114

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STEEL MEMBER SCHEDULE:

P1 - Z10012 CONTINUOUS SPAN PURLIN @ 1200 CRS MAX. R2 - C/Z C15019 RAFTER @ 1100 CRS MAX WITH CEILLING LINING UNDERSIDE OTHERWISE SHALL PROVIDE 1 MID SPAN BRIDGING. OR - 40x2.5 SHS GRADE 350 MPA OUTRIGGER @LOCATIONS SHOWN.FP - 40x2.5 SHS GRADE 350 MPA FASCIA PURLIN.

PROPOSED ROOF FRAME LAYOUT PLAN 1:100

UNLESS NOTED OTHERWISE:

- STEEL WALL FRAMING IN ACCORDANCE TO SPECIICATION PAGE SWD01.- 0.42 BMT CUSTOM ORB ROOF CLADDING INSTALLED IN ACCORDANCE TO MANUFACTURER'S SPECIFICATIONS.

- ROOF BATTEN WITH TOP SPAN 40 (HEAVY) AT 900 MAX SPACING. FIX TO RAFTER/TRUSS TOP CHORD VIA 2NO14 TEKS.

NOTES:

- PROVIDE ROOF FRAME BRACINGS WITH DETAILS ON PAGE SDR09. - FIX BRACING WALL TO ROOF DIAPHRAGM. REFER DETAIL A PAGE SDR07.

OR

OR

OR

OR

OR

OR

OR

OR

OR

OR

OR

OR

OR

OR

OR

OR

OR

OR

OR

OR

OR

OR

OR

OR

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

P1

P1

P1

P1

P1

P1

P1

P1

PULIN CONTINUOUS SPAN

FPFP

8

SD

R06

11

SD

R07

12

SDR08

13

SD

R08


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as shown

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DETAIL 1 - TYPICAL RAFT FOOTING (RF)1:20

400

300

SLAB ASSPECIFIED

3L8TM 50 COVER.

0.2 POLYTHENE VAPOURBARRIER ON 50 MINCOMPACTED SAND

NOTE: FOUND FOOTING200 MIN INTO NATURALMATERIAL

STEEL WALLFRAME ASSPECIFIED.

600

mm

150

mm

125 x 125 x6mm PLATE

COLUMN ASSPECIFIED

FALL

NOTE: FOUNDFOOTING 400mmMIN INTO NATURALGROUND

COAT COLUMN FROM100mm BELOW TO100mm ABOVE TOP OFFOOTING WITH TWOCOATS OF BITUMENBASED PAINT

DETAIL 3 TYPICAL PIER FOOTINGScale 1:10

450 X450DETAIL 4 TYPICAL COLUMN FIXING Scale 1:20

COLUMN ASSPECIFIED.

10mm BASE PLATE.6CFW.2N12 CAST IN 400 &COG 150.

COLUMN ASSPECIFIED

600 SQ

450

5N16 BOTH WAYS.COG 200. 50 COVER.

250 SQ X 10 MM BASE PL. 4N12TAG WELD TO PL. CAST IN 400& COG 200.

DETAIL 5 TYPICAL COLUMN BASE/ PADFOOTING FIXING Scale 1:20

400 min

100

5050

SHALLOW RECCESSES IN SLAB(Scale 1:20)

400 min

51 m

in20

0 m

ax12

5

DEEP RECCESSES IN SLAB(Scale 1:20)

400 min400 min

100

DETAIL 2 - TYPICAL SLAB SETDOWN1:20


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as shown

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200

L INTERSECTION FOR TRENCH MESH(Scale 1:20)

200

500 minTRENCH MESH SLICES

(Scale 1:20)

OVERLAP AT LEAST TWO CROSS BARS

LAPS IN REINFORCEMENT FABRIC(Scale 1:10)

ROOF BEAMAS SPECIFIED.

FULLY WELD ROOFBEAM TO COLUMN VIA 6CFW ALL ROUND.

ROOF BEAM ASSPECIFIED.

COLUMN ASSPECIFIED.

ROOF BEAM ASSPECIFIED.

(AT END COLUMN LOCATION)(AT INTERNAL COLUMN LOCATION)

COLUMN ASSPECIFIED.

DETAIL 7 - TYPICAL ROOF BEAM/ COLUMN CONNECTION1:10

(TYPICAL SECTION)

ROOF BATTENAS SPECIFIED.

400 LAP N014 TEKS SCREWS.

DETAIL 6 ROOF BATTEN LAPPING (Scale 1:10)

ROOF RAFTERAS SPECIFIED.


Signed ................................................Dated 19/02/2014




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ROOF PURLINAS SPECIFIED.

CARPORT ROOFRAFTER AS SPECIFIED.

5 MM PL CLEAT.FULLY WELD TO ROOFRAFTER ALL ROUND. 2M10BOLTS WITH WASHER.

DETAIL 8 - TYPICAL ROOF PURLIN / RAFTER CONNECTION1:10

DETAIL 9 - TYPICAL VERANDAH RAFTER/ POST CONNECTION1:20

POST ASSPECIFIED.

10 mm PL CLEAT. 2M12 4.6/S BOLTS.

RAFTER ASSPECIFIED.

6 mm PLATE EACH ENDFULLY WELD VIA 6 CFW2M16 8.8/S BOLTS.

RAFTER ASSPECIFIED.

DETAIL 10 - TYPICAL VERANDAH RAFTER RIDGE CONNECTION1:20


Signed ................................................Dated 19/02/2014




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as shown

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DETAIL 11 - TYPICAL RAFTER/ STEEL WALL FRAME CONNECTION1:20

50 x 3 mm ANGLECLEAT WITH M12 BOLTEACH LEG.

TRUSS BOTTOM CHORD.

100

BRACING WALL.

STIFFENED PLATEEACH SIDE.

ENSURETIGHT FIT.

(PERPENDICULAR FIXING)

TRUSS BOTTOM CHORD.

BRACING WALL.

CEILING BATTEN.

PACKER ASREQUIRED.

(PARALLEL FIXING)

2NO10 TEKS

DETAIL A - TYPICAL BRACING WALL TO ROOF DIAPHRAGM CONNECTION1:10


Signed ................................................Dated 19/02/2014




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/02/2014

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RAFTER ASSPECIFIED.

0.42 BMT CUSTOM ORB ROOFCLADDING. INSTALL TOMANUFACTURER'S DETAILS.

TOP SPAN 40ROOF BATTEN ASSPECIFIED.

40x3 SHS GRADE 350MPA ROOF BATTEN AT900 CRS MAX. FIX TORAFTER VIA NO14 TEKS.

Z/C10019 UNDERSIDE OF40SHS ROOF BATTEN. FIXVIA NO14 TEKS ATLOCATIONS SHOWN.

FIX ROOF BEATTEN TI TOPPLATE VIA PROPERIETARYANGLE CLEAT WITH 2NO14TEKS EACH LEG.

2NO14 TEKS

HEAD BEAM ASSPECIFIED.

INFILL STEELWALL FRAMEAS SPECIFIED.

INFILL STEELWALL FRAMEAS SPECIFIED.

NO14 TEKS ATEACH STUDLOCATION.

FLASHING ASREQUIRED.

DETAIL 12 - TYPICAL GABLE END CONNECTION1:10

RAFTER ASSPECIFIED.

RAFTER ASSPECIFIED.

6 mm PL CLEAT. FULLY WELD TOROOF BEAM. 2M10 BOLTS WITHWASHER TO RAFTER.

DETAIL 13 - TYPICAL RAFTER /RIDGE BEAM CONNECTION1:10


Signed ................................................Dated 19/02/2014




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DATE 19/02/2014 18773BU



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DATE 19/02/2014 18773BU

as shown

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Two NO14 TEKS totop rafter

Speedbrace

End ofrafter.

Bend brace over end trusstop chord and fix with threenails to the face of top chord

END FIXING DETAILS AT APEXTYPICAL SPLICED DETAIL

Three no14 teks throughcommon holes in overlappedends

Top chord

Speedbrace

Two n014 teks to topchord through eachbrace

Speedbrace

Speedbrace

Top chord

Bend both brace ends overtop chord and fix with threenails to each face of top chord

<45

Two no14 teks to topchords Refer to AS4440 for;

fixing to brick wall plate

Anchorage Point: Bend speedbrace to side of top plate and under plate.Fix with five nails to top plate. Nails shall not be closerthan 10mm to the edge of the timber

END FIXING DETAILS AT HEEL, TO TOP PLATE

Two NO14 TEKS totop rafter


Signed ................................................Dated 19/02/2014




SIGNED.....................................................................

DATE 19/02/2014 18773BU



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SIGNED.....................................................................

DATE 19/02/2014 18773BU

as shown

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35

20 280 1210 1900 200

100

N20 CONCRETE, SL72TOP & BOTTOM. 40mm COVER.

DRILL & EPOXY N12 SLABSTARTER AT 600 CRSMAX. 150 INTO FOOTING.

600600 600

150

150 150

N12@400CRS.

N12 HORIZONTALBAR. 500 LAP ASREQUIRED.

N20 CONCRETE, SL72TOP & BOTTOM. 40mm COVER.

450 MIN

2070 MIN

DETAIL 10 - TYPICAL THRESHOLD AND STEPPED RAMPS UNDER NEW ENTRY 1:20

THRESHOLD RAMPS:

THRESHOLD RUMPS AT DOORWAYS ON A CONTINUOUS PATH OF TRAVEL SHALL HAVE: (a) - A MAXIMUM RISE OF 35 mm (b) - A MAXIMUM LENGTH OF 280 mm (c) - A MAXIMUM GRADIENT OF 1:8; AND (d) - BE LOCATED WITHIN 20 mm OF THE DOOR LEAF WHICH IT SERVES AS SHOWN. THE EDGES OF THE THRESHOLD RAMP SHALL BE TAPERED OR SPLAYED AT A MINIMUM OF45 DEGREE WHERE THE RAMP DOES NOT ABUT A WALL.

STEP RAMPS:

STEP RAMPS SHALL HAVE: (a) - A MAXIMUM RISE OF 190 mm (b) - A MAXIMUM LENGTH OF1900 mm (c) - A MAXIMUM GRADIENT OF 1:10; AND (d) - THE EDGE OF STEP RAMP SHALL HAVE A 45 DEGREE SPLAY WHERE THERE ISPEDESTRIAN CROSS TRAFFIC. OTHERWISE IT SHALL BE PROTECTED BY A SUITABLEBARRIER WITH A MINIMUM HEIGHT OF 450 mm.


Signed ................................................Dated 19/02/2014




SIGNED.....................................................................

DATE 19/02/2014 18773BU

FIGURE 10 PROPORTIONAL LAYOUT FORINTERNATIONAL SYMBOL OF ACCESS

NOTE: The grid is for positional purposes only

FIGURE 12 PROPORTIONAL LAYOUT FORINTERNATIONAL SYMBOL FOR DEAFNESS

NOTE: The grid is for positional purposes only

FIGURE 11 COLOUR CONTRAST FORSYMBOL OF ACCESS

NOTE: DIMENSIONS IN MILLIMETRES

FIGURE 22(B) EXTERNAL STEP RAMPS AT ENTRANCE TO BUILDING

DOOR LANDINGIN ACCORDANCEWITH FIGURES31 AND 32 OF AS1428.1 2009

HEIGHT450 MIN.

PATH

STEP RAMP TOFRONT ENTRANCE

EXTERNAL STEP RAMP ATENTRANCE TO BUILDING

STEP RAMP:MAX. VERTICAL RISE 190 mmMAX. HORIZONTAL GOING 1900 mmMAX. GRADE 1 IN 10

DOOR LANDINGIN ACCORDANCEWITH FIGURES31 AND 32 OF AS1428.1 2009

KERB RAIL

EXTERNAL STEP RAMP ATENTRANCE TO BUILDING

PATH

PATH

STEP RAMP STEP RAMP


FIGURE 13 ANGLE OF APPROACH BETWEEN RANMP AND LANDING

90

90

LOADING

600 MIN

RAMP

CURVED APPROACH

CENTRE-LINE OF RAMPTO BE AT 90 TOLANDING FOR 600 MIN.

LOADING

STRAIGHT APPROACH

RAMP

90

90

RAMP

LOADING

ANGLED APPROACH

90

90

Design for access and mobility

DIS-01



SIGNED.....................................................................

DATE 19/02/2014 18773BU


FIGURE 21 THRESHOLD RAMP

280 MAX.

20 MAX.

35 MAX.

DOOR

RAMP GRADIENT 1 IN 8 MAX.


DIS-02



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DIS-03



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DATE 19/02/2014 18773BU


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DIS05



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DIS06



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DIS07



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DIS11

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SIGNED.....................................................................

DATE 19/02/2014 18773BU



SIGNED.....................................................................

DATE 19/02/2014 18773BU

WET AREA STANDARD NOTES & DETAILS (JANUARY 2008)

PROJECT BUILDING CERTIFIERS PTY LTD WA1

N/AWaterproof all wall/floor junctions, where aflashing is used the horizontal leg must be notless than 40mm.

Waterproof all wall/floor junctions to not lessthan 25mm above finished floor level, sealedto floor.

Water resistant to entirefloor.

Laundries & WC’s

Waterproof all tap &spout penetrationswhere they occur in ahorizontal surface.

Where the vessel is fixed to a wall, waterproofedges for extent of vessel.

Water resistant to height of not less than150mm above the vessel if the vessel is within75mm of the wall. (See detail 5)

N/AWalls adjoining othervessels (eg sinks, laundrytubs & basins)


N/A for wall under bath.N/A for wall under bath. Waterproof to not lessthan 150mm above the lip of the bath.

N/A for floor under bath.Waterproof entire shelfarea, incorporatingwaterstop under the bathlip & projects not less than5mm above the tilesurface. (See detail 4)

Inserted baths


Waterproof edges of the vessel & junction ofbath enclosure wth floor. Where the lip of thebath is supported by a horizontal surface, thisarea must be waterproof for shoers over bath &water resistant for all other cases. (See detail 3)

Water resistant to a height of not less than150mm above the vessel & exposed surfacesbelow the vessel lip to the floor level. (See detail 3)

Waterproof entire floor.Areas adjacent to baths &spas (see note 1) fortmber floors includingparticlenboard, plywood& other timber basedmaterials.


Waterproof edges of the vessel & junction ofbath enclosure wth floor. Where the lip of thebath is supported by a horizontal surface, thisarea must be waterproof for shoers over bath &water resistant for all other cases. (See detail 3)

Water resistant to a height of not less than150mm above the vessel & exposed surfacesbelow the vessel lip to the floor. (See detail 2)

Water resistant to entirefloor.

Areas adjacent to baths & spas for concrete &CFC sheet flooring.

N/AWaterproof all wall/floor junctions. Where aflshing is used the horizontal leg must be not lessthan 40mm

N/AWaterproof entire floor.Areas outside the showerarea for timber floorsinlcluding particleboard,plywood & other timberbased materials.

N/AWaterproof all wall/floor junctions. Where aflshing is used the horizontal leg must be not lessthan 40mm.

N/AWater resistant to entirefloor.

Areas outside the showerarea for concrete andCFC sheet flooring.

Waterproof allpenetrations.

Waterproof internal & external corners &horizontal joints within a height of 1800mmabove the floor level with not less than 40mm width either side of the junction. (See detail 1)

Waterproof to not less than 150mm above theshower floor substrate or not less than 25mmabove the maximum retained water level,which ever is greater with the remainder beingwater resistant to a height of not less than1800mm above the finished floor level. (See detail 1)

Waterproof entireunenclosed shower area.

Unenclosed showers



Water resistant to a height of not less than1800mm above finished floor level. (See detail 1)

N/AEnclosed shower withpreformed shower base.




Waterproof entire enclosedshower area including thestep down.

Enclosed shower withstep down.


Waterproof internal & external corners &horizontal joints within a height of 1800mmabove the floor level with not less than 40mm width either side of the junction. (See det ail 1)

Waterproof to not less than 150mm above theshower floor substrate with the remainderbeing water resistant to a height of not lessthan 1800mm above the finished floor level.(See detail 1)

Waterproof entire enclosedshower area includingwaterstop.

Enclosed shower withouthob.




Waterproof entire enclosedshower area, includinghob. (See detail 1)

Enclosed shower withhob.

PenetrationsWall junctions & jointsWallsFloors & horizontalsurfaces

Vessels or area wherethe fixture is installed.

Notes:1. If a shower is included above a bath, refer to the requirements for shower area walls & penetrations.2. N/A means Not Applicable.

NOTES:

The standard notes have to be read in conjunction withAS3740-2004-Waterproofing of Wet Areas within Residential Buildings.Definition of Unenclosed Shower - A Shower with a frameless glass showerscreen, or a screen over a bath less than 1500mm long, is not an enclosed showerarea.The following materials are deemed to be waterproof:a. Stainless steel.b. Copper, material not less than 99.9% copper, complying with the requirements

for material designation 110 or 122 given in AS1566.c. Membrane meeting with the requirements of AS/NZS4858.d. Waterproof flexible sheet flooring material with sealed joints.The following materials are deemed to be water-resistant, when used inconjunction with water resistant surface materials:a) Walls:

i. Concrete in accordance with AS3600, treated to resist moisturemovement.

ii. Cement render treated to resist moisture movement.iii. Fibre cement sheeting manufactured in accordance to AS2908.2.iv. Water-resistant plasterboard sheeting manufactured in accordance with

AS2588 & complying with the performance criteria of ASTM C630.v. Masonry in accordance with AS3700, treated to resist moisture movement.

b) Floors:i. Concrete in accordance with AS3600 & AS2870.ii. Compressed fibre cement sheeting manufactured in accordance to

AS2908.2.iii. Fibre cement sheeting manufactured in accordance with AS2908.2, &

supported on a structural floor.iv. Flooring grade particleboard sheeting manufactured in accordance with

AS/NZS1860.1, & installed in accordance to AS1680.v. Structural plywood manufactured in accordance to AS/NZS2269, &

installed in accordance to AS1684.2, AS1684.3 & AS1684.4.The following are deemed to be water-resistant surface materials:a) Walls:

i. Thermosetting laminated sheet manufactured in accordance withAS2924.1.

ii. Pre-decorated fibre cement sheeting manufactured in accordance toAS2908.2.

iii. Tiles when used in conjunction with water-resistant substrate.iv. Water-resistant flexible sheet wall material with sealed joints, i.e. Sheet

vinyl or linoleum, when used in conjunction with water-resistant substrate.v. Sanitary grade acrylic wall linings.

b) Floors:i. Tiles.ii. Water-resistant flexible sheet flooring materials with sealed joints, i.e.,

sheet vinyl or linoleum.



SIGNED.....................................................................

DATE 19/02/2014 18773BU



Detail 2 - Showers Above Baths - Concrete & CFC floors. Detail 3 - Showers Above Baths - Timber FloorsDetail 1 - Extent Of Treatment For Shower Areas - Concrete & CFCFloors.

Detail 4 - Typ Bath Junctions.

Detail 5 - Bath & Vessel Abutting Wall.



SIGNED.....................................................................

DATE 19/02/2014 18773BU



Detail 9 - Typ Stepped Down Shower Construction.Detail 6 - Typ bath Junction. Detail 7 - Typ Bathroom Door Details for WholeBathroom Waterproofing.

Detail 8 - Typ Stepped Down Shower Construction.

Detail 10 - Bond Breaker - Class 1 Membrane. Detail 11 - Bond Breaker - Class 2 Membrane. Detail 12 - Bond Breaker - Class 3 Membrane.



SIGNED.....................................................................

DATE 19/02/2014 18773BU



Detail 13 - Typ Hobless Construction.Detail 14 - Typ Termination of Membrane At Extent ofShower Area.

Detail 15 - Typ Membrane Termination At Drainage Outlet.

Detail 16 - Typ Hobless Construction - InternalMembrane.

Detail 18 - Typical Shower Construction.

Detail 19 - Typ Hobless Construction - ExternalMembrane.

Detail 17 - Typ Preformed Shower Base - Wall/Floor Junc.

Detail 20 - Typ Preformed Shower Base/Floor Junc - OnTimber.



SIGNED.....................................................................

DATE 19/02/2014 18773BU

gos rd noyulyam weiz h ..x&h certifiers …...designed ramps are not compliant - refer to...

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