for the sole purpose & review as part of a planning Act 1987 ......METAL SHEET ROOFING IN ACCORDANCE...

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7/3272 EppingKilmore RoadWandongVic. 3758

Telephone:03 5787 1239

DAJMH Pty LtdABN: 89 361 926 914

Email:[email protected]

SHEETNo.

MODEL: JOBNo.

ISSUE/DATE:

CLIENT:

C 2021 REPRODUCTION IN PART OR WHOLE IS STRICTLY FORBIDDEN

M. MURDOCH & N. PRYOR

Lot 2 Romano DrivePYALONG

THIS PLAN CERTIFIED CORRECT IS THE ONE REFERRED TO IN THECONTRACT & SPECIFICATIONS AND I UNDERSTAND CHANGES

HEREAFTER MAY NOT BE POSSIBLE. THESE PLANS SUPERCEDE ALLOTHER PREVIOUS PLANS OR SKETCHES.

PLEASE READ CAREFULLY

OF

DATEWITNESS

OWNER/S

PLAN LEGEND

afl = above floor levelhd = head at 2100 afl.fw = floor waste = smoke detectorvb = vanity basinobs = obscure glazingmb = meter boxdp = downpipeohc = overhead cupboard

ref = refrigerator prov.mw = microwave prov.dw = dishwasher prov.pty = pantrywm = washing machine prov.ghw = gas hot water unittr = towel railtrh = toilet roll holderHC = garden tap

NOTES

10. Protection against subterranean termites shall be in accordance with AS 3660-Pt 1 2001. Provided treatment: Visual Barrier System to perimeter with approved collars/barriers at slab penetrations.11. HWS unit (constant flow) with 5 star energy efficiency rating to comply with "Sustainable Buildings" QDC pt 29, AS/NZs 6400:2005.12. Rainwater tanks, lighting and plumbing fixtures & fittings to comply with QDC PART 29 & 25, 'Sustainable Buildings' QDC pt 29 & 25 AS/Nzs 300.1.2003 AS/NZS 6400:2005.13. Lift off hinges to all WC doors to comply with Australian Standards.14. Stair construction to comply with Pt 3.9.1 and balustrades to comply with pt 3.9.2 BCA Vol 2.15. DCP & flashings to comply with Pt 3.3.4 BCA Vol 2

1. Written dimensions take precedence over scale.2. Builder to verify all dimensions and levels prior to commencement of construction.3. All internal dimensions stated are frame size - excluding linings.4. This building has been designed in accordance with AS 1684.2 - 2006 (Residential timber framed construction).5. Supplier may substitute lintels for those of equal strength to span ratio.6. All structural sizes to be read in-conjunction with structural engineers drawings & details.7. Articulation joints to complay with 3.3.1.8 BCA Vol 2.8. Mechanical Ventilation to comply with 3.8.5 Bca Vol 2.9. Smoke alarms to comply with 3.7.2 BCA Vol 2 (wired-in)

Inverell 280 Classic Mod.

08PRELIM ISSUE 7 :24/06/2021

21L002RO

8

CONSTRUCTION NOTES AND BCA SUMMARY - ALL CONSTRUCTION TO BE IN ACCORDANCE WITH B.C.A. N.C.C. VOL 2.INCLUDING BUT NOT LIMITED TO THE RELEVANT CLAUSES REFERENCED BELOW.PART 1 SITE PREPARATION1.1 - EARTHWORKSREFER GEOTECHNICAL REPORT FOR SITE CLASSIFICATION AND FOUNDATION MATERIAL TYPE, CUT, FILL AND EXCAVATION ALLOWANCES1.2 - DRAINAGE1.2.2 - SITE SURFACE DRAINAGE.PROVIDE DRAINAGE TO BASE OF ALL SITE CUTS / BATTERED BANKS - DIVERT AWAY FROM BUILDING.1.2.3 - GRADING OF GROUND UNDER SUSPENDED FLOORS.LOW LYING AREAS TO BE FILLED TO ELIMINATE PONDING AND ENSURE WATER RUN-OFF UNDER BUILDING.1.2.5 - STORMWATER DRAINAGESTORMWATER TO BE DISCHARGED TO EITHER EXISTING NETWORK, ON-SITE CATCHMENT( TANK ) OR ON SITE SOIL DRAINAGE SYSTEM INACCORDANCE WITH LOCAL PLUMBING AUTHORITY.1.3 - TERMITE RISK MANAGEMENTINSTALL TERMITE BARRIER IN ACCORDANCE WITH AS 3660.1TERMITE PROTECTION GENERAL NOTESLICENSED CONTRACTOR TO PROVIDE TERMITE BARRIER TO PERIMETER OF SLAB AND ALL PENETRATIONS IN ACCORDANCE WITH A.S3660.1, PART 1.3 OF THE BCA AND RELEVANT AMENDMENTS.●ATTACHMENTS TO BUILDING SUCH AS DOWN PIPES MUST HAVE A NOMINAL GAP TO ALLOW CLEAR AND UNINTERRUPTED VISUALINSPECTION ACROSS THE INSPECTION ZONE.●STRUCTURES SUCH AS STEPS, VERANDAHS, PORCHES, ACCESS RAMPS, CARPORTS, TRELLISES, DECKS, HOT WATER SYSTEMS, AIRCONDITIONERS, OR THE LIKE WHICH ARE NOT PROVIDED WITH ONE OF THE BARRIER SYSTEMS DESCRIBED IN THIS PART, MUSTBE SEPARATED FROM THE BUILDING BY A GAP OF NOT LESS THAN 25mm, TO ALLOW CLEAR AND UNINTERRUPTED VISUAL INSPECTIONACROSS THE INSPECTION ZONE.●WHERE ATTACHMENTS OR STRUCTURES AS OUTLINED ABOVE ABUT A BUILDING AND THERE IS NO CLEAR GAP, A BARRIER MUST BEPROVIDED TO THE ATTACHMENT, REGARDLESS OF THE SIZE OF THE ATTACHMENT.●BARRIERS MUST NOT BE BRIDGED BY STRUCTURES, FITTINGS OR OTHER ATTACHED TO THE MAIN BUILDING, NOR SHALL THEY BEBREACHED BY THE INSTALLATION OF SERVICE ENTRY POINT, DOWN PIPES ADDITIONAL SLABS AND PATHS, LANDSCAPING, GARDENS ORSIMILAR UNLESS ADDITIONAL BARRIERS ARE USED TO ELIMINATE CONCEALED ACCESS BY TERMITES TO THE STRUCTURE.PART 2 FOOTINGS AND SLABS REFER ENGINEERS SPECIFICATION2.2 - PREPARATIONREFER ENGINEERS SLAB AND FOOTING DESIGN2.3 - CONCRETE AND REINFORCINGCONCRETE MUST BE MANUFACTURED TO COMPLY WITH AS 3600. STEEL REINFORCING TO COMPLY WITH AS 28702.4.1 - SITE CLASSIFICATIONAS DETERMINED IN GEOTECHNICAL REPORT.2.5 - FOOTING AND SLAB CONSTRUCTIONREFER ENGINEERS SLAB AND FOOTING DESIGNSLAB GENERAL NOTESSLAB AND FOOTINGS TO BE IN STRICT ACCORDANCE WITH ENGINEERS SPECIFICATION.- DIMENSIONS AND FLOOR RL'S TO BE CONFIRMED ON SITE PRIOR TO CONSTRUCTION.- SLAB FFL 250MM> GROUND FSL.- GRADE EARTHWORKS AROUND SLAB 1:20 AWAY FROM SLAB MIN 900MM- SHOWER & DOOR TRACK RECESSES TO OWNERS / CONTRACTOR SPECIFICATIONS UNLESS NOTED.- CONFIRM WITH OWNER IF TAP IS REQUIRED BEHIND REFRIGERATOR.- CONFIRM WITH OWNER IF GAS HOB / OVEN CONNECTION IS REQUIRED.- VANITY BASIN PLUMBING SHALL BE CONCEALED IN WALLS TO ALLOW FOR SUSPENDED WALL HUNG FIXING.- WHERE POLISHED CONCRETE IS TO BE USED, HIPER FLOOR™ SYSTEM IS RECOMMENDED.LEVELS GENERAL NOTESFINISHED FLOOR LEVELS AND CEILING HEIGHTS MAY VARY AND MAY BE SUBJECT TO CHANGE. ANY ALTERATIONS OF LEVELS TO BECONFIRMED ON SITE BEFORE COMMENCEMENT TO AVOID ANY CONFLICT WITH WINDOW AND DOOR HEIGHTS, STAIRWAYS, ADEQUATECEILING HEIGHTS, STRUCTURE, RETAINING WALLS AND OVERALL HEIGHT.PART 3 MASONRY TO BE IN ACCORDANCE WITH ENGINEER SPECIFICATION AND AS 3700.3.1 - UNREINFORCED MASONRY3.2 - REINFORCED MASONRYEXTERNAL WALLS SHALL HAVE 10MM PLASTER BOARD LINING ON INTERNAL FACE. REFER B.E.R.S3.3 - MASONRY ACCESSORIES3.4 - WEATHER PROOFING OF MASONRYEVERY EXTERNAL WALL AND JUNCTION BETWEEN WALL AND ANY DOOR OR WINDOW TO BE WEATHER PROOFED IN ACCORDANCE WITHAS 3700 - MASONRY STRUCTURES.BRICKWORK GENERAL NOTESBRICKLAYER TO PROVIDE GAL. WALL TIES AT TWO COURSES ABOVE FLASHING LINE AND 1 ROW IN THE SECOND LAST BED JOINT FROMTOP OF WALL AND @ 500 CRS IN BETWEEN ON EACH STUD. PROVIDE WEEPHOLES @ 900 CRS. ALONG FLASHING. ALL MASONRY TOCOMPLY WITH AS3700.PART 4 FRAMING REFER ENGINEERS SPECIFICATION4.0 - FRAMING4.1 - SUB FLOOR VENTILATIONSUB FLOOR SPACE BETWEEN A SUSPENDED FLOOR OF A BUILDING AND THE GROUND MUST BE VENTILATED AS PER THE FOLLOWING - BECLEARED OF ALL BUILDING DEBRIS AND VEGETATION, BE CROSS VENTILATED BY MEANS OF OPENINGS, CONTAIN NO DEAD AIR SPACES,BE GRADED IN ACCORDANCE WITH 1.2.3, AND HAVE EVENLY SPACED VENTILATION OPENINGS IN ACCORDANCE WITH FIG 4.1, DIAGRAM A.400MM CLEARANCE REQUIRED ONLY WHERE TERMITE BARRIERS ARE INSTALLED THAT NEED TO BE INSPECTED.ON SLOPING SITES THE 400 MM CLEARANCE MAY BE REDUCED TO 150MM WITHIN 2M OF EXTERNAL WALLS.4.2 - STEEL FRAMINGAS 4100 - STEEL STRUCTURES4.2.2 - GENERALA. STEEL FRAMING MUST BE PROTECTED FROM CORROSION IN ACCORDANCE WITH TABLE 4.4.2. AND,B. MUST BE PERMANENTLY ELECTRICALLY EARTHED ON COMPLETION OF FIXING.4.3 - TIMBER FRAMINGTIMBER FRAMING TO BE IN ACCORDANCE WITH AS 1684.4.4.2 - STRUCTURAL STEEL MEMBERSCORROSION PROTECTION GENERAL NOTESALL METAL USED IN STRUCTURAL CONNECTIONS SHALL BE PROVIDED WITH CORROSION PROTECTION APPROPRIATE FOR THEPARTICULAR CONDITIONS OF USE. ALL CORROSION PROTECTION TO BE IN ACCORDANCE WITH B.C.A - N.C.C TABLES- TABLE 4.4.2 PROTECTIVE COATINGS FOR STEEL WORK- TABLE 5.1. A ACCEPTABLE CORROSION PROTECTION FOR SHEET ROOFING.WHERE CORROSION PROTECTION OF STEEL IS REQUIRED IT SHALL BE IN ACCORDANCE WITH AS/NZS 4791, A.S. 1397 AND A.S. 1214.THELEVEL OF CORROSION PROTECTION PROVIDED SHALL TAKE INTO CONSIDERATION WEATHER EXPOSURE, TIMBER TREATMENT, MOISTUREAND PRESENCE OF SALT. REFER TO ENVIRONMENT CLASS LOW / MEDIUM / HIGH FOR MINIMUM METALCOATING IN ACCORDANCE WITH AS 1397. WHERE OTHER TYPES OF CORROSION PROTECTION ARE PROVIDED, THESE SHALL SATISFY THE

PART 5 ROOF AND WALL CLADDING5.1 - ROOF CLADDINGMETAL SHEET ROOFING IN ACCORDANCE WITH PART 5.1.3 AS 1562.1 DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDING METAL5.1.1a ACCEPTABLE CORROSION PROTECTION FOR SHEET ROOFING.5.1.2 ACCEPTABILITY OF CONTACT BETWEEN DIFFERENT ROOFING MATERIALS.5.2 GUTTERS AND DOWNPIPES5.2.0 AS/NZS 3500.3 STORMWATER DRAINAGE. AS/NZS3500.5 DOMESTIC INSTALLATIONS5.2.1A STORMWATER TO BE DISCHARGED TO EITHER EXISTING NETWORK, ON SITE CATCHMENT( TANK ) OR ON SITE SOIL DRAINAGE SYSTEMIN ACCORDANCE WITH LOCAL PLUMBING AUTHORITY.B ROOF DRAINAGE SYSTEM TO BE DESIGNED TO PREVENT ANY OVERFLOW DURING HEAVY RAIN FROM FLOWING BACK INTO BUILDING.5.2.2 - MATERIALSMETAL AS/NZS 2197.1, UPVC AS1273MATERIALS SHALL BE COMPATIBLE WITH ALL UPSTREAM ROOFING MATERIALS AS PER TABLE 5.1.3 (C) ROOFS SHALL NOT CONTAIN LEAD IFFORMING PART OF A POTABLE WATER CATCHMENT AREA.FALL EAVES GUTTERS MIN 1:500. FALL BOX GUTTERS MIN 1:100A VALLEY GUTTER LESS THAN 12.5 DEGREE PITCH MUST BE DESIGNED AS BOX GUTTER.ROOFING GENERAL NOTESBUILDER SHALL CONFIRM CEILING AND SOFFIT HEIGHTS DO NOT CONFLICT WITH EXTERNAL WINDOW AND DOOR HEIGHTS. ROOFMATERIAL SHALL BE OF A TYPE WHICH HAS BEEN DESIGNED AND MANUFACTURED TO SUIT CORROSIVE ENVIRONMENT LEVEL/COASTALPROXIMITY. REFER CORROSION PROTECTION GENRAL NOTES ABOVE. WHERE HIGH CORROSION LEVELS OCCUR ALUMINIUM / ZINCSHEET ROOFING IS RECOMMENDED.CONFIRM WITH TRUSS MANUFACTURER IF TRUSS UP STAND IS REQUIRED BEFORE COMMENCEMENT OF WORK.PARAPET FLASHINGS TO TRIMDECK TO EXTEND A MIN. OF 450MM ALONG ROOF.SHEET. BOX GUTTERS TO COMPLY WITH B.C.A. SECTION 5.2 & ENG. SPEC.TOP CHORD OF TRUSSES AND TOP OF RAFTERS TO BE IN LINE/SAME LEVEL.PITCHING HEIGHTS SHOWN IN SECTION ARE APPROXIMATE AND SHALL BE CONFIRMED ON SITE TO ENSURE MINIMUM ROOF PITCH ISACHIEVED.ROOF CONTRACTOR SHALL CONFIRM SHEET LENGTH / RUN VS PITCH IS ADEQUATE.ENSURE APRON FLASHINGS PROVIDE ADEQUATE COVER FROM SHEET UPTURNS.STORM WATER LINES SHOWN INDICATIVE ONLY AND SHALL BE CONFIRMED BY PLUMBER / DRAINER ON SITE.ALL DOWNPIPES TO BE MIN 100MM DIA PVC PIPE. HYDRAULIC CONSULTANTS DRAWINGS TO TAKE PRECEDENCE.PROVIDE MIN R2.5 INSULATION BETWEEN ROOF AND CEILING OR AS SPECIFIED IN B.E.R.S ASSESSMENTREFER TO ELEVATIONS SECTIONS AND DETAILS FOR ADDITIONAL ROOF AND FASCIA DETAILS REFER TRUSS MANUFACTURERSSPECIFICATION FOR● TIMBER TRUSSES / RAFTERS AND GENERAL ROOF FRAMING.REFER ROOF CONTRACTORS SPECIFICATION FOR● SHEET ROOF FIXING, FASCIA, GUTTER RAINWATER GOODS AND ACCESSORIES.● CORROSION PROTECTION / MINIMUM METAL COATING TO AS 1397.● ANTI CAPILLARY BREAKS IN ROOF CAPPING AND FASCIA FLASHINGS.● DOWN PIPE AND GUTTER SIZING.● SHEET LENGTH / RUN VS PITCH FOR RELEVANT SHEET PROFILES NOMINATED.5.3 WALL CLADDING5.3.0 METAL WALL CLADDING DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AS 1562.15.3.1A. DESIGN WIND SPEED OF NOT MORE THAN N3B. INSTALL WALL CLADDING IN ACCORDANCE WITH,i 5.3.2 TIMBER WEATHERBOARD CLADDING.ii 5.3.3 FIBRE CEMENT PLANKS AND WEATHER BOARD CLADDING.iii 5.3.4 FIBRE CEMENT SHEET AND PLYWOOD CLADDING.C. 5.3.5 FIBRE CEMENT SHEET EAVES.D. 5.3.6 FLASHING TO OPENINGS IN CLADDING.CLADDING GENERAL NOTES ALL EXTERNAL CLADDING SYSTEMS NOMINATED SHALL BE FIXED IN ACCORDANCE WITH RELEVANTMANUFACTURERS SPECIFICATIONS.PART 6 GLAZINGGLAZING TO BE IN ACCORDANCE WITH AUSTRALIAN STANDARD 1288 2006. AND MANUFACTURERS SPECIFICATION.DOOR / WINDOW SCHEDULE IS INDICATIVE ONLY AND SUBJECT TO CONFIRMATION UPON SITE MEASURE.ALL ALUMINIUM FRAMES TO BE CLEAR ANODISED U.N.O; IF GLASS TINT IS REQUIRED GREEN TINT RECOMMENDED.PART 7 FIRE SAFETY7.1 FIRE SEPARATION7.2 SMOKE ALARMSPROVIDE SMOKE ALARMS IN ACCORDANCE WITH AS 3786. HARD WIRED TO CONSUMER MAINS POWER ( WHERE SUPPLIED)7.3 HEATING APPLIANCES7.4 BUSHFIRE AREAS7.5 ALPINE AREAS.PART 8 HEALTH AND AMENITY8.1 WET AREAS AND EXTERNAL WATER PROOFING EXTERNAL WATER PROOFING AS PER P2.2.2; ALL WET AREA WATER PROOFING TO BEIN ACCORDANCE WITH AS 3740.TABLE 8.1.1 AND P2.4.1; EXTERNAL WATER PROOFING AS PER P2.2.28.2 ROOM HEIGHTS MIN HABITABLE ROOM HEIGHT 2400MM, MIN KITCHEN BATHROOM HEIGHT 2100MM8.3 FACILITIES PROVIDE LIFT OF HINGES TO FULLY ENCLOSED SANITARY COMPARTMENT DOORS8.4 LIGHT8.5 VENTILATIONPROVIDE MECHANICAL VENTILATION IN ACCORDANCE WITH AS 1668.2 TO ANY SANITARY COMPARTMENT OR BATHROOM WITHOUTNATURAL VENTILATION.8.6 SOUND INSULATION

INSULATIONPART 9 SAFE MOVEMENT AND ACCESS9.1 STAIR CONSTRUCTIONRISER HEIGHT 190 MAX. 115 MIN. GOING LENGTH 355 MAX. 240 MIN. MAX 18. MIN 2. RISERS PER FLIGHT.RISERS MUST NOT ALLOW 120MM SPERE TO PASS THROUGH.TREADS SHALL HAVE SLIP RESISTANT FINISH OR NON SKID STRIP NEAR EDGE OF NOSING.9.2 BALUSTRADES AND HAND RAILSBALUSTRADE POSITIONED MIN 865MM ABOVE NOSING OF TREADS OR RAMP. 1M MIN. ABOVE DECK, LANDING OR THE LIKE. OPENING INBALUSTRADES TO BE CONSTRUCTED SO A 125MM SPHERE IS NOT PERMITTED TO PASS THROUGH & FOR A STAIR THE SPACE TESTED ISABOVE THE NOSING. ALL HANDRAILS & BALUSTRADES TO COMPLY WITH BCA PART 9.1 & 9.2.HORIZONTAL STEEL WIRE. DO NOT USE IF DECK FFL EXCEEDS 4.0M FROM FINISHED GROUND LEVEL.125x50MM TOP RAIL WITH SUPPORTS @ 1800C MAX. HORIZONTAL STEEL WIRE RAILS @ 80MM C MAX. DROPPERS @ 600MM C MAX. 6M MAXTO EACH TENSIONING POINT.9.2.5 PROTECTION OF OPENABLE WINDOWS.9.3 SWIMMING POOL ACCESS1200 MM HIGH BARRIER GENERALLY REFER AS 1926.1, BUILDING ACT 1975, AND QDC PART MP4 PART 10 ADDITIONAL STRUCTURALREQUIREMENTS. PART 11 STRUCTURAL DESIGN MANUALS. PART 12 ENERGY EFFICIENCY12.1 BUILDING FABRIC12.2 EXTERNAL GLAZING12.3 BUILDING SEALING12.4 AIR MOVEMENT12.5 SERVICESENERGY EFFICIENCY GENERAL NOTESTHESE PLANS ARE SUBJECT TO B.E.R.S. (BUILDING ENERGY RATING SCHEME) ASSESSMENT OR DEEMED TO COMPLY ASSESSMENT. PROVIDE R2.5 TO CEILING OR ROOF AS SPECIFIED IN B.E.R.S PROVIDE MIN R1.5 TO EXTERNAL WALLS OR AS SPECIFIED IN B.E.R.S 80% OF FLOOR AREA TO HAVE APPROVED ENERGY EFFICIENT LIGHTING. WATER HEATER TO BE AN APPROVED ENERGY EFFICIENT GAS, SOLAR, OR HEAT PUMP INSTALLED BY LICENSED TRADESPERSON.

GENERAL NOTESALL CONSTRUCTION TO COMPLY WITH THE BUILDING CODE OF AUSTRALIA NATIONAL CONSTRUCTION CODE VOL 2THE BUILDING ACT 1993, BUILDING REGULATIONS 2018 AND THE REQUIREMENTS OF THE LOCAL AUTHORITY.SEWERAGE AND FLOOR WASTES TO DISPOSAL SYSTEM AS APPROVED BY THE LOCAL AUTHORITY, AND IN ACCORDANCE WITH THESEWERAGE AND WATER SUPPLY ACT.CONNECT DOWNPIPES TO STREET VIA 100MM PVC PIPE OR AS REQUIRED BY THE LOCAL AUTHORITY.ENSURE THE GROUND LEVEL FALLS MIN 1:20 900mm AWAY FROM THE BUILDING LINE.PROVIDE AND MAINTAIN EROSION AND SEDIMENT CONTROL STRUCTURES TO PERIMETER OF WORK AREA.DO NOT SCALE FROM DRAWING. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, SETBACKS, AND LEVELS OF SERVICES ON SITE,BEFORE COMMENCING WORK .CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STABILITY OF THE STRUCTURE UNTIL COMPLETION AND SHALL ENSURE THAT NO PARTOF THE STRUCTURE IS OVERSTRESSED BY CONSTRUCTION LOADING.STANDARDS REFERENCEDESIGN SHALL COMPLY TO ALL RELEVANT AUSTRALIAN STANDARDS & GENERAL BUILDING PRACTICE.AS1684 2010 RESIDENTIAL TIMBER FRAMED CONSTRUCTIONAS3600 CONCRETE STRUCTURESAS4100 STEEL STRUCTURESAS3700 MASONRY STRUCTURESAS3500 WATER SUPPLYAS3786 SMOKE ALARMAS3660 TERMITE PROTECTIONAS1926 POOL FENCINGAS3740 WATERPROOFING OF WET AREAS RESIDENTIALLININGS & INSULATION 10MM PLASTERBOARD TO WALLS & CEILINGS PAINT FINISH 6MM VILLABOARD TO ALL WET AREAS. PAPER TAPE SQUARE SET FINISH TO ALL WALL AND CEILING JOINS VILLABOARD LINING TO EAVES 42X12MM PINE SPLAYED ARCHITRAVE TO DOORS/WINDOWS AND CUPBOARDS 68X12MM PINE SPLAYED SKIRTING BOARD TO WALL AND FLOOR JOINTS EXCEPT IN WET AREAS ALL INTERNAL & EXTERNAL JOINERY HEIGHTS AS NOTED REFER TO B.E.R.S. DOCUMENTATION FOR OTHER INSULATION REQUIREMENTS PLUMBING

PLUMBER & DRAINER TO LOCAL AUTHORITY REQUIREMENTS BY LICENSED TRADESMAN.FLOOR WASTES TO BE PROVIDED TO ALL WET AREAS AND THE FLOORS TO FALL TO THESE WASTES. ALL WET AREA FLOOR AND SHOWERFLOORS TO COMPLY WITH SECTION 8.1 WET AREAS AND EXTERNAL WATER PROOFINGHOT WATER SYSTEMS:ALL HOT WATER SYSTEMS TO BE INSTALLED WITH A TEMPERING VALVE & MUST COMPLY WITH AS1357.2 HOT WATER MUST BE SUPPLIEDBY EITHER A, SOLAR HOT WATER SYSTEM, HEAT PUMP OR GAS HOT WATER SYSTEM TOILET CISTERNS & BOWLS:IN AREAS SERVICED BY A WATER SERVICE PROVIDER, ALL CISTERNS MUST HAVE DUAL FLUSH FUNCTIONS & A MIN 4 STAR WATEREFFICIENCY LABELING & STANDARDS (WELS) RATING.DURING RENOVATION IF ONE CISTERN REPLACED ALL OTHER CISTERNS IN THEHOUSE MUST ALSO BE REPLACED. (ALL CISTERNS TO BE COMPATIBLE WITH THE SIZE OF THE BOWL.)SHOWER ROSES:IN AREAS SERVICED BY A WATER SERVICE PROVIDER, ALL SHOWER ROSES MUST HAVE A MIN 3 STAR WELS RATING. DURING RENOVATIONIF ONE SHOWER ROSE IS REPLACED, ANY OTHER SHOWER ROSES IN THE HOUSE MUST ALSO BE REPLACEDThis

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ENGINEERING SCHEDULE

DOMESTIC & LIGHT INDUSTRIAL STEEL PORTAL FRAME SHED STRUCTURESThis structure is designed in compliance with AS4600, AS3600 and AS1170 1 to 4 as Importance Level 2 with a Live Load of 0.25kPa as "Air Leaky Structures" providing stability when openings are prevalent.

The structures are clad with corrugated pre-painted finish, 0.42mm walls and 0.42mm roof (compliant with AS1562.1 Metal) over cold formed 450 to 550mPa galvanized steel C sections primary frames.

Primary framing is fastened together with 4.6 Class galvanized bolts adequately tensioned on ground prior to erection.

Secondary framing steel bracing, with purlins and girts lapped, are all tek fastened to primary steel with a minimum of two (2) teks per connection as specified in details.

All rainwater products are compliant with AS2179.1 (Metal).

ENGINEERINGThe undersigning engineer has checked that the design of the structure complies with relevant current Australian Standards as stated above and the following i.e AS4671- 2001 Steel Reinforcing materials, AS3600 - Concrete structures. However, he will not be present during construction, neither will he conduct inspections nor construction supervision.

The class 10a buildings are designed for erection on pad footings or slab based on soil of classification "A"-"P" with minimum bearing capacity 100kPa (i.e. organic soil is to be removed to a suitable material below natural surface).

Where (suitable) fill is required to level the site, it should be placed and compacted in layers of 150mm maximum.

Concrete pad footings and slab supply and placement is to be in compliance with AS2870-2011 Residential Slabs & Footings, AS3600-2009 Concrete Structures for A2 and B2 exposure (i.e. 25mPa strength @ 28 days strength) with recommended slump 75 to 80mm for light pneumatic tyred traffic all trafficable floors.

For sites where these conditions are considered to be inadequate, a customized foundation design for the structure can be supplied to suit a specific purpose.

CONSTRUCTIONErection of the structure is to be in compliance with local and state ordinances,

Occupational Health and Safety Regulations and with plans provided.

GENERALThe designs as portrayed on the drawings remain the intellectual property of Best Sheds Pty Ltd and are provided for building approval and construction purposes only and are only valid when blue ink signed and dated by the engineer.

SNOW LOADFollowing conditions only apply to buildings with snow loading: No maintenance or roof traffic permitted on the roof while there is snow present. No other structure to be erected within 500mm of the gutters of this building.

CERTIFIED STEEL PORTAL FRAME SHED DESIGN FOR "REGION A" TERRAIN CATEGORY 2.0, 2.5 & 3.0 - IMPORTANCE LEVEL 2.Internal Pressure: 0.7Design Snow Load: 0.00 KPa, Roof Snow Load: 0.00 KPa

Customer: Michelle MurdochSite Address: 16 Romano Dr, Pyalong VIC 3521

Main Building: Span: 18, Length: 36, Height: 5, Roof Pitch: 11 degreesThe length being comprised of 6 bays, the largest bay is 6m bays.Left LeanTo: NARight LeanTo: NA

Total Kit Weight: 16889.82kg

INTERNAL PORTALSColumn: 2C30030

Rafter: 2C30030Knee Brace: 2C15024

Knee Brace Length: 3500Apex Brace: 2C15024

Apex Brace Length: 5400

END PORTALSColumn: C30030

Rafter: C30030Knee Brace: NA

Knee Brace Length: NAApex Brace: NA

Apex Brace Length: NAEndwall Mullion: C30030

LEFT LEAN TO PORTALSInternal Column: NA

Internal Rafter: NAEnd Column: NA

End Rafter: NAKnee Brace: NA

Knee Brace Length: NANOTE: All unclad intermediate columns are always back to back (refer to drawing: Floor Plan).

RIGHT LEAN TO PORTALSInternal Column: NA

Internal Rafter: NAEnd Column: NA

End Rafter: NAKnee Brace: NA

Knee Brace Length: NA

PURLINS AND GIRTSEave Purlin: TH120100

Side Wall Girts: TH120100Front End Wall Girts: TH120100Back End Wall Girts: TH120100

Roof Purlins: TH120100

Max Spacing: 1100Max Spacing: 1100Max Spacing: 1100Max Spacing: 1000

Overlap: 10%Overlap: 10%Overlap: 10%Overlap: 10%

NOTE: Girt spacing will vary to a maximum 1.1m where window/s are located.

FASTENERSSleeve Anchor Bolts: M16x105 Sleeve Anchor

Frame Bolts: M16x45 Purlin Assembly Zinc (Mild)Frame Screws: Frame Screw 14x14x22

Cross Bracing Strap: 32mm x 1.2 strapOpen Bay Header Height: NA

COLOUR SCHEDULERoof Sheets: Slate Grey

External Wall Sheets: Slate GreyRoller Doors: Slate Grey

Flashings: Slate GreyPA Doors: Slate GreyWindows: NA

COMPONENT DIAGRAMCEE

WEB

FLANGE

STIFFENER LIP

ZEE

WEB

FLANGE

TYP. = TYPICAL U.N.O. = UNLESS NOTED OTHERWISE

Customer Name:Site Address:

SHEETJOB NO.DATE

Value & Quality Direct to You

151 Smeaton Grange Road,Smeaton Grange, NSW, 2567Phone: 02 4648 7777Fax: 02 4648 7700Email: [email protected]

CAMILO PINEDA MORENOSignature: Date: ..............................

EMERALD

COMMERC AL - INDUSTRIAL - RESIDENT AL - FORENSIC - STEEL DETAILING

CIVIL & STRUCTURAL ENGINEERS

DESIGN & CONSTRUCTION

Bend MIEAust RPEngRPEQ 15562 TBP PE003976 (VIC)

16 Romano DrMichelle Murdoch

Pyalong,141404964414-07-2021

1 of 9VIC, 3521

14.07.2021

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r any

purpo

se w

hich m

ay

breac

h any

copy

right.

SCALE:

RIGHT ELEVATION12 1:150

24400

4000

34400

4000

44400

4000

6749

36000

SCALE:

LEFT ELEVATION22 1:150

54400

4000

64400

4000

74400

4000

6749

36000


SHEETJOB NO.DATE




EMERALD






Pyalong,141404964414-07-2021

2 of 9VIC, 3521

14.07.2021

This co

pied d

ocum

ent is

mad

e ava

ilable

for th

e sole

purpo

se

of en

ablin

g its

cons

iderat

ion & re

view as

part o

f a pl

annin

g

proce

ss un

der th

e Plan

ning a

nd Env

ironm

ent A

ct 19

87.

This do

cumen

t mus

t not

be us

ed fo

r any

purpo

se w

hich m

ay

breac

h any

copy

right.

FRAME #1SCALE:

FRONT ELEVATION23 1:150

1

2040

82018000

5000

1749

11°

FRAME #7SCALE:

REAR ELEVATION13 1:150

18000

5000

1749

11°


SHEETJOB NO.DATE




EMERALD






Pyalong,141404964414-07-2021

3 of 9VIC, 3521

14.07.2021

This co

pied d

ocum

ent is

mad

e ava

ilable

for th

e sole

purpo

se

of en

ablin

g its

cons

iderat

ion & re

view as

part o

f a pl

annin

g

proce

ss un

der th

e Plan

ning a

nd Env

ironm

ent A

ct 19

87.

This do

cumen

t mus

t not

be us

ed fo

r any

purpo

se w

hich m

ay

breac

h any

copy

right.

This co

pied d

ocum

ent is

mad

e ava

ilable

for th

e sole

purpo

se

of en

ablin

g its

cons

iderat

ion & re

view as

part o

f a pl

annin

g

proce

ss un

der th

e Plan

ning a

nd Env

ironm

ent A

ct 19

87.

This do

cumen

t mus

t not

be us

ed fo

r any

purpo

se w

hich m

ay

breac

h any

copy

right.

1

2 3 4

5 6 7

36000 (SIDEWALL 'B')1 7FRAME LINE # -->

BAY # -->

60002

1

60003

2

60004

3

60005

4

60006

5

6000

6

1800

0 (E

ND

WAL

L 'A

')

6000 1

6000 2

6000 3

X-BRACING X-BRACING

X-BRACING X-BRACING

SCALE:

FLOOR PLAN16 1:150


SHEETJOB NO.DATE




EMERALD






Pyalong,141404964414-07-2021

6 of 9VIC, 3521

14.07.2021

This co

pied d

ocum

ent is

mad

e ava

ilable

for th

e sole

purpo

se

of en

ablin

g its

cons

iderat

ion & re

view as

part o

f a pl

annin

g

proce

ss un

der th

e Plan

ning a

nd Env

ironm

ent A

ct 19

87.

This do

cumen

t mus

t not

be us

ed fo

r any

purpo

se w

hich m

ay

breac

h any

copy

right.

36000 (SIDEWALL 'B')1 7FRAME LINE # -->

BAY # -->

60002

1

60003

2

60004

3

60005

4

60006

5

6000

6

1800

0 (E

ND

WAL

L 'A

')

SCALE:

ROOF FRAMING PLAN17 1:150


SHEETJOB NO.DATE




EMERALD






Pyalong,141404964414-07-2021

7 of 9VIC, 3521

14.07.2021

This co

pied d

ocum

ent is

mad

e ava

ilable

for th

e sole

purpo

se

of en

ablin

g its

cons

iderat

ion & re

view as

part o

f a pl

annin

g

proce

ss un

der th

e Plan

ning a

nd Env

ironm

ent A

ct 19

87.

This do

cumen

t mus

t not

be us

ed fo

r any

purpo

se w

hich m

ay

breac

h any

copy

right.

Y SLAB DETAIL

REFER TO SLAB TABLE FOR MESH TYPE - 30MM COVER

POLYTHENE WATERPROOF MEMBRANE ON CONSOLIDATED SUB-BASE SHOWN DASHED

DEP

TH

WIDTH

100

100MM WITH MINIMUM 30MM COVER. REFER TO SLAB FOUNDATION TABLE FOR REINFORCING SPECIFICATION

25mPa

SLAB FOUNDATIONS DOMESTIC / LIGHT INDUSTRIAL(100mm MINIMUM CONRETE SLAB INCLUDED)

SOIL CLASSIFICATION(COMPACTED)

REINFORCINGIN SLAB

EDGE BEAM PIER

EDGE BEAM (slab thickness not included)

ø x DEPTHTRENCH MESH

MESH REINFORCING DEPTH WIDTH

A, S, & M SL72 --- 450 x 400 ------

M - D SL82 L11TM3 --- 300300

H TO H - D SL82 L11TM3 --- 300400

E TO E - D SL82 L11TM4 --- 400400P (DROP EDGE BEAM OR STANDARD EDGE

BEAM WITH PIERS UNDER COLUMNS

300 INTO FIRM GROUND)

SL82 450øL11TM4 400 400

THICKNESS:

STRENGTH:

2 x M16 BOLTS

2 X 16MM DIA SLEEVE ANCHORS, 12MM DIA INTERNAL ROD-MIN 110MM LONG

Z ALTERNATE PIER DETAIL

ENSURE EARTH/SOIL IS KEPT CLEAR OF WALL CLADDING AT ALL TIMES.

NOTE:

1500

600

2C30

030

CO

LUM

N

A HAUNCH CONNECTIONNOTE: ALL DOUBLE COMPONENTS SHALL BE SINGLE AT ENDWALLS.

2C30030 FRAME RAFTER

2C15024 KNEE BRACE, 3500 mm LONG (OMIT AT ENDWALLS)

3615

mm

TO T

OP

OF

CO

NC

RET

E FO

UN

DAT

ION

INDICATES 16 mmø GRADE 4.6 BOLT

8 X 14G TEK SCREWS

(2) 16 mmø GRADE 4.6 BOLTS AT EACH END

OF KNEE BRACE

DBL. 3mm 11˚ HAUNCH BRACKET (SAME DEPTH

AS MEMBERS)

2C30030 FRAME COLUMN

B APEX CONNECTION

2C15024 APEX BRACE (OMIT AT ENDWALLS), 5400 mm LONG

(2) 16 mmø GRADE 4.6 BOLTS AT EACH END OF APEX BRACE

2650 mm

2C30030 FRAME RAFTER

DBL. 3mm 11˚ APEX BRACKET, WITH (8) 16 mmø GRADE 4.6 BOLTS PER BRACKET8 X 14G TEK SCREWS

NOTE: ALL DOUBLE COMPONENTS SHALL BE SINGLE AT ENDWALLS.

C ENDWALL MULLION TO RAFTER

50mm x 200mm x 200mm TALL MFA BRACKET WITH 8 X 14G TEK SCREWS

INTO RAFTER WEB AND 12 14G TEK SCREWS INTO COLUMN WEB

C30030 ENDWALL RAFTER

C30030 (OPEN SIDE OF CEE MAY FACE EITHER DIRECTION, U.N.O.)

NOTE: SEE DETAIL L/9 FOR BASE CONNECTION OF ENDWALL MULLION.

E PURLIN CONNECTION

C30030 RAFTER

4 X 14G TEK SCREW

12G X 35MM SHEETING SCREW, REFER TO SCREW SPACING DIAGRAM FOR FREQUENCY

TOPHAT 120 ROOF PURLIN WITH 10%

MINIMUM OVERLAP

F GIRT CONNECTION2C

3003

0 C

OLU

MN

2 X 14G TEK SCREWS

10G X 16MM SHEETING SCREW, REFER TO SCREW

SPACING DIAGRAM FOR FREQUENCY

TOPHAT 120 WALL GIRT WITH

10%MM MINIMUM OVERLAP

F TOP HAT CONNECTION

4 x 14G TEK SCREWS PER COLUMN - UNDERSIDE SCREW NOT VISIBLE IN DETAIL

2 x 14G TEK SCREWS ABOVE & BELOW IN SIDE OF PURLIN - UNDERSIDE SCREW NOT VISIBLE IN DETAIL

2 x 14G TEK SCREWS ABOVE & BELOW IN SIDE OF PURLIN- UNDERSIDE SCREW NOT VISIBLE IN DETAIL

G EAVE CONNECTION

TOPHAT 64

TOPHAT 120

SHEETING

12G X 35MM SHEETING SCREW, REFER TO SCREW SPACING DIAGRAM FOR FREQUENCY10G X 16MM

SHEETING SCREW, REFER TO SCREW

SPACING DIAGRAM FOR FREQUENCY

4 x 14G TEK SCREWS

C30

030

CO

LUM

N

H ROOF SHEETING

0.42 BMT CORRUGATED ROOF SHEETING

INTERMEDIATE PURLIN

EAVE PURLIN

RIDGE PURLIN

12g x14 x 35mm LONG ROOF SCREWS

I WALL SHEETING

0.42 BMT CORRUGATED WALL SHEETING

EAVE PURLIN

WALL GIRT

10g x 16mm LONG WALL SCREWS


SHEETJOB NO.DATE




EMERALD






Pyalong,141404964414-07-2021

8 of 9VIC, 3521

14.07.2021

This co

pied d

ocum

ent is

mad

e ava

ilable

for th

e sole

purpo

se

of en

ablin

g its

cons

iderat

ion & re

view as

part o

f a pl

annin

g

proce

ss un

der th

e Plan

ning a

nd Env

ironm

ent A

ct 19

87.

This do

cumen

t mus

t not

be us

ed fo

r any

purpo

se w

hich m

ay

breac

h any

copy

right.

This co

pied d

ocum

ent is

mad

e ava

ilable

for th

e sole

purpo

se

of en

ablin

g its

cons

iderat

ion & re

view as

part o

f a pl

annin

g

proce

ss un

der th

e Plan

ning a

nd Env

ironm

ent A

ct 19

87.

This do

cumen

t mus

t not

be us

ed fo

r any

purpo

se w

hich m

ay

breac

h any

copy

right.

for the sole purpose & review as part of a planning Act 1987 ......METAL SHEET ROOFING IN ACCORDANCE...

Documents

Transcript of for the sole purpose & review as part of a planning Act 1987 ......METAL SHEET ROOFING IN ACCORDANCE...