carport example

Copyright Martens Building Designc

CLIENT/S:

PROJECT ADDRESS:

ARCHITECTURAL SCHEDULEARCHITECTURAL SCHEDULEARCHITECTURAL SCHEDULEARCHITECTURAL SCHEDULE

Drawing No: DRAWING SCHEDULE

job no :

sheet no :

sheet issue date :

MEMBERS OF

PROJECT :

2/ 22 Winton TerraceVarsity Lakes QLD 4227.

0432 224 [email protected]

www.martensbd.com.auABN: 20 218 687 996

QBSA: 126 4589

REVISION No:

25/08/2014 8:35:38 PM C:\Users\Martens BD\Desktop\Martens BD\Example Plans\1405-WINTERS (CARPORT) steel post 2.rvt

A-00-01

CARPORT

29/07/2014

CARPORT EXTENSION

A-00-01 FRONT PAGE 1

A-00-02 COVER PAGE 1

A-01-01 SITE PLAN 1

A-02-01 EXISTING FLOOR PLAN 1

A-02-02 DEMOLITION FLOOR PLAN 1

A-02-03 PROPOSED FLOOR PLAN 1

A-02-04 STEEL LAYOUT

A-02-05 ROOF PLAN 1

A-03-01 ELEVATIONS 1

A-03-11 SECTION & DETAILS 1

A-04-01 ELECTRICAL PLAN 1

A-05-01 PERSPECTIVES 1

DO NOT SCALE PLAN, USE WRITTEN DIMENSIONS ONLY. IF IN DOUBT, ASK.

THE OWNER/BUILDER SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS,SETBACKS AND SPECIFICATIONS PRIOR TO COMMENCING WORKS OR ORDERINGMATERIALS AND SHALL BE RESPONSIBLE FOR ENSURING THAT ALL BUILDING WORKSCONFIRM TO THE NATIONAL CONSTRUCTION CODE OF AUSTRALIA, CURRENTAUSTRALIAN STANDARDS, BUILDING REGULATIONS AND TOWN PLANNINGREQUIREMENTS, REPORT ANY DISCREPANCIES TO THIS OFFICE

ALL WORKS SHALL COMPLY WITH BUT NOT LIMITED TO THE BUILDING CODE OFAUSTRALIA AND THE AUSTRALIAN STANDARDS LISTED IN NOTE 4.

AS 1288 - 2006 GLASS IN BUILDINGS - SELECTION AND INSTALLATIONAS 1562 - 2006 DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDINGAS 1684 - 2010 NATIONAL TIMBER FRAMING CODEAS 2049 - 2002 ROOF TILESAS 2050 - 2002 INSTALLATION OF ROOF TILESAS2870 - 2011 RESIDENTIAL SLAB AND FOOTINGS - CONSTRUCTIONAS/NZS -2904 - 1998 DAMP PROOF COURSE AND FLASHINGSAS 3600 - 2010 CONCRETE STRUCTURESAS 3660 - 2004 BARRIERS FOR SUBTERRANEAN TERMITESAS 3700 - 2010 WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGSAS 3786 - 2004 SMOKE ALARMSAS 4055 - 2012 WIND LOADING FOR HOUSINGAS 4100 - 2012 STEEL STRUCTURES

THESE PLANS SHALL BE READ IN CONJUNCTION WITH ANY SOIL, STRUCTURAL ANDCIVIL ENGINEERING COMPUTATIONS AND DRAWINGS.

ALL CONSTRUCTION SHALL CONFORM STRICTLY WITH THE REQUIREMENTS OF THEBUILDING CODE OF AUSTRALIA,THE QUEENSLAND BUILDING ACT 1975-1990 TOGETHERWITH THE BUILDING AMENDMENTS ACT 1991, THE QUEENSLAND DEVELOPMENTCODE AND ANY AMENDMENTS & ATTACHMENTS AS PUBLISHED.

ALL BUILDING SHALL BE PROTECTED AGAINST TERMITE ATTACK IN ACCORDANCEWITH AS 3660.1 AND A DURABLE NOTICE SHALL BE PLACED IN THE METER BOXINDICATING THE TYPE OF BARRIER AND REQUIRED PERIODICAL INSPECTIONS

SAFETY GLAZING TO BE USED IN THE FOLLOWING CASES-i) ALL ROOMS - WITHIN 500mm VERTICAL OF THE FLOORii) BATHROOMS - WITHIN 1500mm VERTICAL OF THE BATH BASEiii) FULLY GLAZED DOORSiv) SHOWER SCREENSv) WITHIN 300mm OF A DOOR AND <1200mm ABOVE FLOOR LEVELvi) WINDOW SIZES ARE NOMINAL ONLY ACTUAL SIZES WILL VARYWITH MANUFACTURES, AND ARE TO BE VERIFIED WITH SAME, FLASHING ALL ROUND.

TILED DECKS OVER LIVABLE AREA ARE TO BE, IN THE FOLLOWING ORDER OVER THEFLOOR JOIST; 19mm COMPRESSED FIBRE CEMENT SHEET, WITH ONE LAYER OFPARCHEM EMERPROOF 750 WITH A SECOND LAYER OF SAND SEED WITH A DFT OF1300 MICRON, INSTALLED TO MANUFACTURES SPECIFICATIONS, AND FLOOR TILES OVER, ALLCORNERS TO HAVE 20mm MASTIC SEALANT UNDER THE PARCHEM EMERPROOF 750

FOOTINGS ARE TO BE WHOLLY WITHIN TITLE BOUNDARIES AND ARE TO ENCROACHEASEMENTS. IT IS RECOMMENDED THAT WHERE BUILDINGS ARE TO BE LOCATED INCLOSE PROXIMITY OF BOUNDARIES, A CHECK SURVEY BE CONDUCTED BY A LICENSEDSURVEYOR.

ALL STEELWORK IN MASONRY TO BE HOT DIPPED GALVANISED.

THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY OFEXISTING AND NEW STRUCTURES THROUGH - OUT CONSTRUCTION.

DENOTES LOCATION OF SMOKE DETECTORS (REFER TO ELECTRICAL LAYOUT PLANS)TO BE HARD WIRE WITH EMERGENCY BACK-UP AND COMPLY WITH AS 3786

STATUTORY REQUIREMENTS, BUILDING PRACTICE OR CONTRACTUAL OBLIGATIONS.THERMAL INSULATION TO BE PROVIDED TO ACHIEVE MINIMUM REQUIREMENTS ASSPECIFIED BY LICENSED ASSESSOR.

STAIR REQUIREMENTS : MIN. TREAD 240mm, MIN RISER 115mm, MAX RISER 190mm,SPACE BETWEEN OPEN TREADS MAX 125mm. TREADS TO BE NON SLIP SURFACE.BALUSTRADES : MIN 1000mm ABOVE LANDINGS WITH MAX OPENING OF 125mm ANDIN ACCORDANCE WITH BCA 3.9.2FOR STAINLESS STEEL BALUSTRADE, REFER TO TABLE 3.9.2.1 (WIRE BALUSTRADECONSTRUCTION - REQUIRED WIRE TENSION AND MAXIMUM PERMISSIBLE DEFLECTION) OFTHE BCA.

THESE PLANS ARE PROTECTED BY COPYRIGHT AND ARE THE PROPERTY OF THE AUTHOR

ALL STORMWATER AND DRAINAGE TO BE IN COMPLIANCE WITH BCA PARTS 3.1.2 &3.5.2 AS WELL AS AS/NZS 3500.

ENSURE 90mm DIAMETER AGRICULTURAL DRAINS ARE PROVIDED TO THE BASE OF ALLCUTS AND RETAINING WALLS AND ARE CONNECTED TO THE STORMWATER SYSTEM VIASILT PIT/S TO THE RELEVANT BUILDING REQUIREMENTS.

THE EXTERNAL FINISHED SURFACE SURROUNDING THE BUILDING MUST BE DRAINED ANDGRADED TO MOVE SURFACE WATER AWAY FROM THE BUILDING. PROVIDE A SLOPE NOTLESS THAN 50mm OVER THE FIRST 1000mm FROM THE BUILDING

THE HEIGHT OF THE OVERFLOW RELIEF GULLY RELATIVE TO DRAINAGE FITTINGS ANDGROUND LEVEL MUST BE A MINIMUM OF 150mm BELOW THE LOWEST SANITARYFIXTURE.

DISCHARGE WASTE TO HSTP OR LEGAL POINT OF CONNECTION.

CONNECT DOWNPIPES TO ONSITE WATER STORAGE IF APPLICABLE, THEN OVERFLOW TOLEGAL POINT OF DISCHARGE VIA 90mm DIA UPVC STORMWATER PIPE LAID WITH AMINIMUM FALL OF 1:80, DISCHARGE TO THE SATISFACTIONS OF THE RELEVANTAUTHORITY

2 DOWNPIPES MAX TO EACH 90mm STORMWATER PIPE, SUBSURFACE PIPES TO BE100mm DIAMETER, ANY UNDERSLAB PIPING TO HAVE AN INSPECTION OPENING ATUPPER END. IT IS TO BE 100mm SEWER GRADE PIPING WITH NO JOINS UNDER SLAB.GUTTERS TO BE 125mm D SECTION COLOURBOND.

ALL POOL FENCING TO BE 1200mm HIGH AND IN ACCORDANCE WITH AS 1926.1

ONSITE SEDIMENT CONTROL AS REQUIRED

ALL RETAINING WALLS TO BE BY OWNER.

ALL CUT AND FILL EMBANKMENTS TO BE NO STEEPER THAN 1:2 AND ALL DRIVEWAYSTO BE NO STEEPER THAN 1:6 ALL EARTHWORKS TO BE IN ACCORDANCE TO AS 2870.

SITE WORKS INDICATED ON THIS PLAN ARE FOR CONSTRUCTION PURPOSES ONLY. IT ISTHE CLIENTS RESPONSIBILITY TO CARRY OUT ALL LANDSCAPING, SITE DRAINAGE,RETAINING WALLS AFTER COMPLETION OF CONSTRUCTION. ALL RETAINING WALLS &EMBANKMENTS SHOWN ARE TO COMPLY WITH THE LOCAL AUTHORITIES POLICY FORRETAINING WALLS & EMBANKMENTS ON RESIDENTIAL BUILDING SITES. POSITION OFRETAINING WALLS & EMBANKMENTS MAY VARY ACCORDING TO SITE WORKS.

LEVEL OF CONCRETE FLOOR SLAB TO DWELLING IS TO BE VERIFIED BY BUILDER TOENSURE THAT A MINIMUM HEIGHT ABOVE FINISHED GROUND LEVEL IS ATTAINED INACCORDANCE TO THE BCA, QLD BUILDING ACT- AMENDMENT ACT 1991 & THE LOCALAUTHORITY POLICY AND TO CONFIRM CUT AND FILL LEVELS.

BUILDER TO VERIFY THE LOCATION OF ALL SERVICES PRIOR TO CONSTRUCTION.

CONFIRM THAT ALL SURVEY PEGS ARE IN THE CORRECT POSITION BEFORE SETTING OUTTHE BUILDING. IF ANY DOUBT ARISES CONTACT THE BUILDER/SURVEYOR.

AFTER COMPLETION OF CONSTRUCTION OF THE DWELLING, THE OWNER SHALLMAINTAIN THE SITE & DWELLING IN ACCORDANCE WITH THE C.S.I.R.O. LEAFLET SHEETNo. 10-91 'GUIDE TO HOME OWNERS ON FOUNDATION MAINTENANCE AND FOOTINGPERFORMANCE'.

DO NOT SCALE DIMENSIONS OFF PLAN. FIGURED DIMENSIONS TO BE USED AT ALLTIMES.

SHOWER ROSES TO BE AAA RATING ASSESSED AGAINST AS/NZS 6400:2004OR A3 STAR RATING UNDER THE WATER EFFICIENCY LABELING SCHEME (WELS)

TOILET CISTERNS TO HAVE DUAL FLUSH CAPACITY THAT DOES NOT EXCEED 6 LITRESON FULL FLUSH AND 3 LITRES ON HALF FLUSH.

WHERE MAIN WATER PRESSURE AT THE OUTLET WITHIN THE BOUNDARY EXCEEDS 500KpaA WATER PRESSURE LIMITING DEVICE TO BE INSTALLED TO ENSURE PRESSURE REMAINSBELOW 500Kpa.

A 5000 LITRE MIN. RAINWATER TANK TO BE INSTALLED TO SERVICE WATER CLOSETS ANDWASHING MACHINE IN ACCORDANCE WITH PART 25 QUEENSLAND DEVELOPMENT CODE ANDLOCAL AUTHORITIES REQUIREMENTS.

PROVIDE GAS HOT WATER SYSTEM, APPROVED ELECTRICAL HEAT PUMP SYSTEM OR SOLARHOT WATER SYSTEM WITH A FIVE STAR ENERGY RATING.

ALL WET AREAS TO COMPLY WITH BCA 3.8.1.2 AND AS 3740. SPLASH BACKS SHALLBE IMPERVIOUS FOR 150mm ABOVE SINKS, TROUGHS AND HAND BASINS WITHIN75mm OF THE WALL.

PROVIDE LIFT OFF HINGES, OPEN OUT DOOR OR MIN 1200mm CLEARANCE FROM DOORTO PAN IN WATER CLOSETS.

EXHAUST FANS FROM SANITARY COMPARTMENTS ARE TO BE DUCTED EXTERNALLYOR TO A VENTED ROOF SPACE IN COMPLIANCE WITH AS 1668.2

110mm BRICKWORK ATTACHED TO FRAME WITH APPROVED WALL TIES AT 600mmSPACING BOTH VERTICAL AND HORIZONTAL AND WITHIN 300mm OF ARTICULATIONJOINTS. FLASHING/ DAMP COURSE TO BE PLACED BELOW FLOOR SLAB LEVEL TOPERIMETER OF BUILDING. WEEP HOLES TO BE PLACED EVERY 900mm CENTRESHORIZONTALLY AT DAMP COURSE LEVEL AND AT OTHER LEVELS WHERE THEREIS HORIZONTAL FLASHINGS.

ALL WINDOWS & DOORS IN BRICKWORK TO HAVE FLASHING & BRICK SILLS.

PROVIDE WALL TIES AT 600mm SPACING BOTH VERTICAL AND HORIZONTAL ANDWITHIN 300mm OF ARTICULATION JOINTS. BRICK TIES TO BE STAINLESS STEEL.

SUB-FLOOR VENTILATION MINIMUM 7500mm/SQ FOR EXTERNAL WALLS AND1500mm/SQ FOR INTERNAL WALLS BELOW BEARER.

INTERNAL LININGS TO BE PLASTERBOARD, 10mm TO WALLS & 13mm OR 10mmABLE TO SPAN 600mm TO CEILINGS.

10mm GAP TO BE LEFT BETWEEN FLOOR & SHEETING.

FIXING, CONTRACTION JOINT LOCATIONS & LEVEL OF FINISH IS TO BE AS PER A.S./N.Z.2589.1-1997 OR MANUFACTURER'S SPECIFICATION.

CORNICE TYPE AS PER CONTRACT.

WET AREA LININGS TO BE VILLABOARD OR SIMILAR APPROVED WATER RESISTANTGRADED LININGS.

SOFFITS ARE TO BE BATTENED WITH 38 X 50 LOSP TREATED TIMBER & SHEETED WITH'HARDITEX' 4.5mm F.C. SHEETING.

PRE FABRICATED TRUSSES 600mm CENTRES.

ENTIRE ROOF TO BE TRUSS CONSTRUCTION UNLESS INDICATED OTHERWISE ONFLOOR/FRAMING PLAN.

TRUSSES TO BE ENGINEER DESIGNED AND FIXED & BRACED AS PER THEMANUFACTURER'S REQUIREMENTS.

THE TRUSS MANUFACTURER SHALL PROVIDE ALL NECESSARY DOCUMENTATION &CERTIFICATION AS REQUIRED FOR THE CONSTRUCTION/ERECTION OF THE ROOFFRAMING AND THE APPROVAL BY COUNCIL/PRIVATE CERTIFIER.

WHERE TRUNCATED & GIRDER TRUSSES OCCUR THE TRUSS MANUFACTURER IS TOCHECK THE ADEQUACY OF LINTELS SUPPORTING THEM AND THE TIE-DOWNREQUIREMENTS.

TRUSS MANUFACTURER MUST NOTIFY BUILDER OF ANY CHANGE TO LINTEL OR TIE-DOWN DESIGN AT TRUSS DESIGN STAGE.

TRUSS MANUFACTURER TO NOMINATE THE NUMBER OF STUDS REQUIRED UNDERTRUNCATED & GIRDER TRUSSES.

QUAD SLOTTED GUTTERS FIXED TO METAL FASCIA. GUTTER TO FALL TO 90mmDOWNPIPES SPACED AS SHOWN AND FIXED TO WALL.

FASCIA & GUTTER SHALL BE COLOURBOND AS PER CONTRACT.

DOWNPIPES TO BE PAINTED PVC.

ROOF NOTESROOF NOTESROOF NOTESROOF NOTESGENERAL NOTESGENERAL NOTESGENERAL NOTESGENERAL NOTES

1)

2)

3)

4)

5)

6)

7)

BRICKWORK NOTESBRICKWORK NOTESBRICKWORK NOTESBRICKWORK NOTES

1)

2)

3)

WET AREA NOTESWET AREA NOTESWET AREA NOTESWET AREA NOTES

8)

9)

10)

11)

1)

2)

3)

4)

5)

6)

7)

8)

9)

10)

1)

2)

3)

4)

5)

6)

1)

2)

3)

4)

5)

4)

THESE NOTES ARE NEITHER EXHAUSTIVE NOR A SUBSTITUTE FOR REGULATIONS,

LINING NOTESLINING NOTESLINING NOTESLINING NOTES

SITE NOTESSITE NOTESSITE NOTESSITE NOTES

12)

13)

14)

15)

16)

7)

8)

6)

1)

2)

3)

4)

5)

6)

7)

8)

9)

10)

11)

12)

13)

14)

15)

16)

17)

DA.PH.

GAS

DOUBLE HUNG WINDOWD/H

GLASS SLIDING DOOR (EXTERNAL)SLIDING PANEL/ FIXED PANEL

GLASS SIDELIGHT PANEL

PLASTERBOARD CEILING CONTROL JOINT

LOCATION OF SMOKE ALARM.

10 PART 3.7-2 & WITH A.S 3786.(TO COMPLY WITH B.C.A CLASS 1 &

300D SQUARE SET P'BOARD BULKHEADSIZE OF TIMBER DOOR (WIDTH)SIZE OF WINDOW (2100H x 1800W)

INTERNAL CAVITY SLIDING DOOR

S/DSL

XO

820

P.C.J.

SQ SET

21-18

C.S.D.

WALL OVEN TOWER

BREAKFAST BAR

FRIDGE PROVISION

AWNING WINDOW

DOWNPIPE

FIXED GLASS TO ALL PANELS

WASHING MACHINE PROVISION

DISHWASHER PROVISION

W.O.

D.W

REF

AWNF/G

D.P.

B.BARW.M.

REFLECTIVE BUILDING MEMBRANER.B.M.

MICROWAVE PROVISIONMW

SET WINDOW REVEAL (SUITS TILING)PB

OBSCURE GLASSOBS

DATA POINTPHONE POINT

GAS BAYONET POINT

LEGEND

FACE OF WALL SLIDING DOORF.S.D.

METAL FLASHINGM/F

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NOTES"This work is exclusively owned by"This work is exclusively owned by"This work is exclusively owned by"This work is exclusively owned byMartens Building Design and cannot beMartens Building Design and cannot beMartens Building Design and cannot beMartens Building Design and cannot bereproduced or copied, either wholly orreproduced or copied, either wholly orreproduced or copied, either wholly orreproduced or copied, either wholly orin part, in any form (graphic,in part, in any form (graphic,in part, in any form (graphic,in part, in any form (graphic,electronic or mechanical, includingelectronic or mechanical, includingelectronic or mechanical, includingelectronic or mechanical, includingphotocopying) without the writtenphotocopying) without the writtenphotocopying) without the writtenphotocopying) without the writtenpermission of Martens Building Design.permission of Martens Building Design.permission of Martens Building Design.permission of Martens Building Design. Project #:

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QBSA: 126 4589

NOTE: SUBSTITUTION OF ANY STRUCTURAL MEMBERS SIZES, GRADES OR ANY VARIATION TO ANY PART OF THE DESIGN WILL RENDER NULL AND VOID ANY RESPONSIBITY OF MARTENS BUILDING DESIGN FOR THE STRUCTURAL INTEGRITY AND PERFORMANCE OF THE BUILDING

1A-00-02

COVER PAGE

KJM

CARPORT EXTENSION

CARPORT

KJM

No. Description Date

1 EXAMPLE CARPORT 22/07/2014

90°12'0"

10.054

270°12'0"

10.154

180°12'0"

40.235

0°12'0"

40.235

SUBURB

PARISHCOUNTYUBD REF.

LOCAL AUTH.

LOT ONPROPERTY DESCRIPTION

136DURHAM STREET

G.C.C.C.

-WARDNERANG

R.P. 48268

SOUTHPOR

M40551.02%

LANDSITE COVERAGE

2AREAS

WRITTEN DIMENSIONS SHALL TAKEPRECEDENCE OVER SCALE.

NOTE : ALL BUILDING WORKS ARE TO

CODE OF AUSTRALIA.COMPLY WITH THE BUILDING

N O R T H

SUBURB

PARISHCOUNTYUBD REF.

LOCAL AUTH.

LOT ONPROPERTY DESCRIPTION

136DURHAM STREET

G.C.C.C.

-WARDNERANG

R.P. 48268

SOUTHPOR

M40560.0%

LANDSITE COVERAGE

2AREAS

90°12'0"

10.054

270°12'0"

10.154

180°12'0"

40.235

0°12'0"

40.235

6000 2890

1347

1084

6105

1200

7865

1480

350

150

9654

500

156

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1A-01-01

SITE PLAN

KJM

CARPORT EXTENSION

CARPORT

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1 : 200

EXISTING SITE PLAN1



1 : 200

PROPOSED SITE PLAN2

6000 1500 1390 9120 14360 1760

150

1050

840

4890

2040

3660

2070

2040

6000 1500 6188 4310 5722 5460 1990 1200 1760

LOWER INTERNAL

PORCH

COURT

PATIO

6000

7500

8394 3544 4622 1160

10154

2124

4880

3000

150

METERBOX

LETERBOX

GATE

HOUSE

BIN

AREA

4

1

2

3

ELEVATIONS

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QBSA: 126 4589


1A-02-01

EXISTING FLOOR PLAN

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CARPORT EXTENSION

CARPORT

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1 : 100

A-02-01 - EXISTING GROUND FLOOR PLAN1



EXISTING AREAS-

Name Area

COURT YARD 3.53 m²

PORCH 4.17 m²

GATE HOUSE 7.18 m²

PORCH 16.70 m²

REAR PATIO 19.86 m²

INTERNAL AREA 155.23 m²

Grand total 206.66 m²

4

1

2

3

ELEVATIONS

6000 1500 1390 9120 14360 1760

150

1050

840

4890

2040

3660

2070

2040

6000 1500 6188 4310 5722 5460 1990 1200 1760

6000

7500

8394 3544 4622 1160

10154

2124

4880

3000

150

METERBOX

LETERBOX

EXISTING ROOF TO REMAIN, HIPEND TO BE REMOVED ANDGABLE TO BUT INTO CARPORTPARAPET

ROOF OVER SIDEGARAGE AND PIERTO BE REMOVED

FRONT BRICK WALL ANDLETER BOX TO BE REMOVEDTO ALLOW FOR CARPORTPIER & EXTENSION TODRIVEWAY

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QBSA: 126 4589


1A-02-02

DEMOLITION FLOOR PLAN

KJM

CARPORT EXTENSION

CARPORT

KJM



4

1

2

3

ELEVATIONS

2A-03-11

2A-03-11

6000 1500 1390 9120 14360 1760

840

4890

2040

3660

2070

2040

6000 1500 6188 4310 5722 5460 1990 1200 1760

8394 3544 4622 1160

10154

156

350

1618

350

1110

350

METERBOX

156

2318

7680

1A-03-11

1A-03-11

300 8590

DP DP

PANEL RIDGE

PROPOSED

CARPORT

PROPOSED NEW CONCRETESLAB WITH TILES TOMATCH EXISTING

STEEL POST TO ENGINEERSDETAIL HIDDEN IN WALL

STEEL POST TO ENGINEERSDETAIL HIDDEN IN WALL

LINE OF PARAPET OVER

P1

P2

P3 P4

P5

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QBSA: 126 4589


1A-02-03

PROPOSED FLOOR PLAN

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CARPORT EXTENSION

CARPORT

KJM



PROPOSED AREAS

Name Area

PORCH 13.26 m²

CARPORT 45.80 m²

LOWER INTERNAL 153.87 m²

COURT 3.53 m²

PATIO 19.86 m²

GATEHOUSE 6.93 m²

243.25 m²

2A-03-11

2A-03-11

1A-03-11

1A-03-11

BEAM

8580

BEAM

5825

360

33 401

POST

5340

POST

2774 33

360

33

POST

2575

POST

3185

33

BEAM

2640

375

BEAM

5340

BEAM

2590 275

CONNECTION DETAILSTO ENGINEERS DETAILS

CONNECTION DETAILSTO ENGINEERS DETAILS

BASE PLATES RECESSED 40mmINTO CONCRETE SLAB,FOOTINGS TO ENGINEERSDETAILS

BASE PLATES RECESSED 40mmINTO CONCRETE SLAB,FOOTINGS TO ENGINEERSDETAILS

FOOTINGS TOENGINEERS DETAILS

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QBSA: 126 4589


A-02-04

STEEL LAYOUT

KJM

CARPORT EXTENSION

CARPORT

KJM


300 110 8480

200mm BOX GUTTER

200mm BOX GUTTER

DP

DP

REPLACE HIP ROOF WITHGABLE AND MAKE GOODWITH CARPORT PARAPET

REFER TO ENGINEERSDRAWING FOR STEEL BEAMCONNECTION DETIALS

REFER TO ENGINEERSDRAWING FOR STEEL BEAMCONNECTION DETAILS

3804

5850

500

RP007

RP008

RP009

M

F

M

F

RP001

RP002

RP003

RP004

RP005

RP006

F

M

F

M

F

M

F

M

F

M

F

8280 200

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QBSA: 126 4589


1A-02-05

ROOF PLAN

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CARPORT EXTENSION

CARPORT

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1 : 100

A-02-05 - GROUND ROOF PLAN1



RLGROUND FLOOR

0.000

RLGROUND CEILING

2.740

RLLEVEL 1

3.059

RLLEVEL 1 CEILING

5.799

BRICK FENCE OMMITEDFOR CLARITY

METERBOX

RAKED RENDERED F.C. SHEETINGTO MATCH EXISTING BUILDINGCOLOUR

PAINTER F.C. SHEETING TOMATCH EXISTING BUILDINGCOLOUR TO BE ON LINE WITHEXISTING GATEHOUSE CEILING

LINE OF ROOF BEHIND

MAX HEIGHT

3000

N.G.L. = NATURAL GROUND LINE

A.J. = ARTICULATION JOINT

R.B.M. = REFLECTIVE BUILDINGMEMBRANE

ROOF PITCHED AT 20° WITH 650 WIDEEAVES UNLESS NOTED OTHERWISE.

AS PER VOLUME 2 BCA 3.9.2.5 FALLPREVENTION TO BEDROOM WINDOWS IS TOBE EITHER:-MIN 1.7m ABOVE FINISHED FLOOR LEVEL-RESTRICTION OF WINDOW OPENING TO 12)mm MAX SO AS NOT TO PERMIT A 125mmSPHERE TO PASS THROUGH-A SCREEN WITH SECURE FITTINGS ABLE TOWITHSTAND 250n OUTWARD HORIZONTALACTION.

IN A CASE WHERE THE SCREEN OR DEVICECAN BE UNLOCKED OR REMOVED, A CHILDRESISTANT MECHANISM MUST BE INSTALLED

NOTES

IMPORTANT NOTICE:THERE ARE NO ATYPICAL DESIGN FEATURESIN THIS CONSTRUCTION THAT PRESENTUNUSUAL WORKPLACE, HEALTH & SAFETYISSUES IN THE CONSTRUCTION, MAINTENANCE,USE OR DEMOLITION OF THIS STRUCTURE.

RLGROUND FLOOR

0.000

RLGROUND CEILING

2.740

RLLEVEL 1

3.059

RLLEVEL 1 CEILING

5.799

CARPORT DOOR TO BE 50% OPEN

RENDERED F.C. SHEETING TOMATCH EXISTING BUILDING COLOUR

3000

RLGROUND FLOOR

0.000

RLGROUND CEILING

2.740

RLLEVEL 1

3.059

RLLEVEL 1 CEILING

5.799

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QBSA: 126 4589


1A-03-01

ELEVATIONS

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CARPORT EXTENSION

CARPORT

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1 : 100

E L E V A T I O N 2 . WEST3



1 : 100

E L E V A T I O N 3. NORTH1

1 : 100

E L E V A T I O N 4 . EAST2

RLGROUND FLOOR

0.000

RLGROUND CEILING

2.740

RLLEVEL 1

3.059

STEP DOWN

85

FENCE OMITTEDFOR CLARITY

100mm SOLARISRETRACOM PANEL

SLOPED PARAPET FLASHINGTO PREVENT PONDING

FLASHING INTO BOX GUTTER

RENDERED F.C. SHEETINGTO 90mm STUD FRAME

STEEL BEAMS ASPER ENGINEERSDETAILS

SINGLE PIECE BOX GUTTERS

2400H PANEL LIFT DOORFIXED TO SOLARIS PANELTO MANUFACTURES SPECS

STEEL BEAM HIDDEN IN PARAPETWALL TO ENGINNERS DETAILS

STEEL BEAM TOENGINEERS DETAILS

TOP OF BEAM

2637

TOP OF BEAM

2820

2400

STEEL POST RECESSED40mm IN TO CONCRETEAS PER ENGINEERS DETAILS

MAX HEIGHT AT FRONT

3000

RLGROUND FLOOR

0.000

RLGROUND CEILING

2.740

RLLEVEL 1

3.059

SLIP FLASHING FIXED INTOEXISTING BALCONY WALL

SOFFIT LINING

2485

NEW TIMBER FRAMEDPARAPET UNDER BALCONY

1.6mm RECEIVER CHANNELFIXED TO STEEL BEAM BEHINDTO ENGINEERS DETAILS

SLOPED PARAPET FLASHINGTO PREVENT PONDING

FLASHING INTO BOX GUTTER

RENDERED F.C. SHEETINGTO MATCH EXISTING

50x38 MGP10 BLOCKING

2400H 50% OPENSLATED PANEL LIFTDOOR

EXISTING DRIVEWAY SLOPE APPROX 1:18 5.5%

LINE OF STEEL POST INWALL TO ENGINEERS DETAIL

STEEL POST TO BERECESSED 40mm INTOCONCRETE SLAB TOENGINEERS DETAILS

FC SHEET FINISHED FLUSHWITH BRICK PIER

RAKED PARAPET WALLWITH SELECT COLORBONDFLASHING OVER

Sheet #:

Drawn:


SheetIssue:

Checked:




QBSA: 126 4589


1A-03-11

SECTION & DETAILS

KJM

CARPORT EXTENSION

CARPORT

KJM



1 : 50

SECTION A-A2

1 : 50

SECTION B-B1

LEGEND

-

-

-

-

-

-

ALLOWANCE

SINGLE POWER POINTS

DOUBLE POWER POINTS

WEATHERPROOF SINGLE POWER POINTS

WEATHERPROOF DOUBLE POWER POINTS=

=

=

WALL LIGHTS

CEILING LIGHTS

=

=

=

LIGHT/HEATER/EXHAUST FAN UNIT

EXHAUST FAN

CEILING FAN

SMOKE ALARMS

=

=

=

=

-

-

-

-

PHONE POINT=

T.V. POINTS= -

CEILING FAN/LIGHT= -

-LED STRIP LIGHTING=

PH.

DATA POINT=DA.

GAS BAYONET POINT=GAS

AIR CONDITIONER (A.C.) UNIT (ONLY IF APPLICABLE)=

A.C. DUCT VENTS (POSITIONS INDICATIVE ONLY)=

A.C. CONTROL PANEL (ONLY IF APPLICABLE)=A.C

-

-

-

WIRING & LIGHT SWITCH=

2-WAY WIRING & LIGHT SWITCH=2-WAY

EXAMPLE ONLY

PPPPLLLLEEEEAAAASSSSEEEE NNNNOOOOTTTTEEEE- THIS PLAN IS INDICATIVE ONLY AND TO BE

USED ONLY AS AN EXAMPLE.

- OWNERS TO NOMINATE POSITIONS OF

ELECTRICAL FITTINGS REQUIRED.

- IF ADDITIONAL FITTINGS ARE REQUIRED

REFER TO GENERAL NOTES IN CONTRACT

PACK FOR MORE INFORMATION.

PLEASE NOTEPLEASE NOTEPLEASE NOTEPLEASE NOTE

SMOKE DETECTOR POSITIONS ON FLOORPLAN TAKE PRECEDENCE OVER ELECTRICALLAYOUT. CHANGES MAY HAVE BEENMADE TO COUNCIL PLANS. FLOOR PLANSHOULD BE CHECKED FOR POSITIONS BYELECTRICIAN PRIOR TO INSTALLATION.

ELECTRICAL FIXTURESELECTRICAL FIXTURESELECTRICAL FIXTURESELECTRICAL FIXTURES

PLEASE REFER TO CLIPSAL'S ELECTRICALLAYOUT FOR CONFIRMATION OF CHOSENPRODUCTS & THEIR LOCATION.

Sheet #:

Drawn:


SheetIssue:

Checked:




QBSA: 126 4589


1A-04-01

ELECTRICAL PLAN

KJM

CARPORT EXTENSION

CARPORT

KJM



Sheet #:

Drawn:


SheetIssue:

Checked:




QBSA: 126 4589


1A-05-01

PERSPECTIVES

KJM

CARPORT EXTENSION

CARPORT

KJM



EXISTING 3D1

DEMO 3D2

STEEL 3D VIEW3

carport example

Documents

roof plan

building regulations

building worksconfirm

scale plan

building code ofaustralia

queensland building

building amendments

site plan