MCU14/0051 & OPW14/0274: APP A. Proposal Plans

 

 

 

General Notes

+ Dishwasher provision under sink drainer including cold water connection & GPO
+ Provide insect screens to all external windows & sliding doors

+ Ventilation to internal we / bath to be an exhaust fan in accordance with BCA F5.4 & AS - 1668.2
+ 900mm vanity units throughout unless otherwise stated

+ 900X900mm shower units unless otherwise stated

+ 1525 bath to bathroom unless otherwise stated

+ O/head cupboards to 2100mm AFL

+ All openings to have 2100mm AFL

“Top shelf & hanging rail to all robes

+ Downpipes as specified

+ Rainwater tank as documentated

+ Lift off hinges to w/c

+ Dimensions are to be verified prior to commencement of work

* Given dimensions are to have priority to scaled dimensions

Timber Schedule

Construction Notes

 

Note: all timber sizes are based on the current timber
engineering code AS 1720. All member types are analyzed
using limit state principles incorporatings the latest timber
technology available. All of the member types accessible
using timber sizes meet the loading and serviceability criteria
outlined in AS 1170.1 saa loading code and a 1684.2 - 2006 -
residential timber-framed construction - part 1 - design
criteria. All timber framing to be in accordance with

AS 1684.3-2010

This building has been designed in accordance with the current building code of
australia, building act ammendment & australian standards

 

Roofing

Colorbond sheet or concrete tile as specified on drawings

 

Ceiling Height

As specified on drawings

 

Joinery Level

As specified on drawings

 

Footings

To engineers design & detail

 

Slab Height

To engineers design & detail

 

Termite Management

In accordance with BCA volume 2, 3.1.3 termite risk
management and A.S. 3660.1/1995

 

 

70MM Seasoned Pine 90MM Seasoned Pine

Refer To Drawings For Applied Construction Method

 

 

Top plate:

Load Bearing 2/35 X70 (MGP 12) 2/35 X90 (MGP 12)

 

 

External Walls - Brick Venneer

220mm - Select Face Brick, 40mm Cavity, 70mm Timber Studs

230mm - Select Face Brick, 50mm Cavity, 70mm Timber Studs

 

 

 

 

 

. . : : 240mm - Select Face Brick, 40mm Cavity, 90mm Timber Stud:
+ Allstairs are to have 190mm maximum risers and 250mm minimum goings Bottom plate: Load Bearing 35 X70 (MGP 12) 35 X 90 (MGP 12) mim ~ select Face Brick, 20mm Cavity, 20mm limber tues
+ All wet areas to be in accordance with the current Building Code of Australia 3.8.1 Non Load Bearing] 35 X 70 (MGP 10) 35 X 90 (MGP 10) 250mm - Select Face Brick, 50mm Cavity, 90mm Timber Studs
35 X 70 (MGP 10)
* © Denotes Smoke Detector External Walls - Double Brick | 250mm - Select Face Brick, 50mm Cavity, 90mm Maxi Brick
Studs: Load Bearing 35 X 70 (MGP 12) @ 450 cts. 35 X 90 (MGP 12) @ 450 cts. ternal Walls = Double pric mim - Select race Brick, 2mm Gavily, ipnmn Bax SNCK (25062926)
Site Not Studs: Non Load Bearing] 35 X 70 (MGP 10) @ 450 cts. 35 X 90 (MGP 10) @ 450 cts. 28 Course 2400mm + 35mm Top Plate = 2435mm
site Notes Nogging: 35 X 70 (MGP 10) 35 X 90 (MGP 10) External Walls - Lightweight | 70mm Timber Frame, Lightweight Cladding As Per Specifications
Jam studs:

+ Builder to verify all boundary clearances & site set-out dimensions prior to commencement of construction
+ Levels & contours are based on assumed datum. Prior to construction the relevant authority should be
contacted for possible minimum floor level requirements & flood information

+ This site plan is based on a disclosure plan; therefore the floor level is subject to change.

Additional site survey must be taken to confirm the required bench level

+ Retaining walls greater than 1m high (cut or fill) are required to be engineer designed & certified

prior to building approval.

+ Retaining walls closer than 1.5m from boundary require a building relaxation (fill side only)

+ Batters to comply appropriate soil classification described in table 3.1.1.1. BCA Vol.2.

+ Vehicular cross-over to be constructed as per local council requirements and/or approval

+ Driveways, paths, porch, alfresco areas to have broom finish concrete unless otherwise noted

 

Beside open. up to 1400mm wide} 2 / 35 X 70 (MGP 12)

2/35 X90 (MGP 12)

90mm Timber Frame, Lightweight Cladding As Per Specifications

 

 

Beside open. up to 2300mm wide] 3 / 35 X 70 (MGP 12)

3/35 X 90 (MGP 12)

 

Beside open. up to 3300mm wide] 4 / 35 X 70 (MGP 12)

 

4/35 X 90 (MGP 12)

 

Roof framing:

Prefabricated timber roof trusses @ specified cts.
Trusses to be engineer designed & fixed in accordance with
manufacturer's specifications & tie down details

External Walls - Blockwork

200 Series - Core Filled To Engineers Detail & Design

Direct Stick Plasterboard To Interior Block Walls

 

Internal Linings

10mm Plasterboard

6mm Villaboard To Wet Areas Fixed To Top & Bottom

 

Lintels & beams:

As specified by truss manufacturer or engineer
Designed & fixed in accordance with manufacturer's
specifications & tie down details

Ceiling Linings

10mm Uunispan Plasterboard

 

Soffit Linings

4.5mm Hardieflex

 

 

Bearers & joists

As specified by frame manufacturer or engineer
Designed & fixed in accordance with manufacturer's
specifications & tie down details

 

Window Flashing

To All Windows

 

Roof Bracing

Speed Brace To Cross Each Truss & Fastened To Top

 

 

 

 

+ Scrape away vegetation & cut & fill to provide a level building platform Fascia Metal Fascia Fixed To Standard Rafter Bracket,
+ Finish surface to be graded away from house at minimum of 1:20 for at least 1m Complete With Mitre Angles, Joining Sleeves Etc
+ Surface water to be channelled to council stormwater drainage system Ener Efficienc To comply with BCA 3.12 Downpipes Colorbond or PVC as Specified
+ This si i ilder i i Energy Efriucltency unless otherwise stated
This site plan is a transcript of the original contour survey & the builder is to verify all information ( ) Guttering Colorbond

contained hereon prior to site start

+ The driveway & pathways indicated on plan are suggested layouts

+ All ground levels are approximate only

+ All works to be constructed in accordance with the current Building Code of Australia,
the current Australian Standards and all relevant current trade & technical manuals

Stormwater / Drainage Notes

 

 

+ Wall sisilation to achieve total R value R1.0 to external timber framed walls
(excluding walls between garage & main house)

+ Insulation batts to roof space to achieve minimum total R value R2.5
(excluding garage)

* 3 Star min. rated shower roses (>4.5 but <= 6L/minimum)

+ 3 Star min. rated toilet dual flushing system

+ 3 Star min. rated taps

« 5 star min.rated hot water system (gas, solar or heat pump)

+ Water service pressure not to exceed levels as stated in AS 3500 - 2003

 

Smoke Alarms

 

To Be Hard Wire Installed In Accordance With Part 3.7.2 Of The B.C.A.

 

 

 

ALL WORKS SHALL COMPLY WITH BUT NOT LIMITED TO THE BUILDING
CODE OF AUSTRALIAN AND THE CURRENT AUSTRALIAN STANDARDS

 

Bedroom Windows - Where the floor level of a bedroom is 2m or more above the
surface beneath, bedroom windows are to comply with Vol 2 BCA Part 3.9.2.5.

 

 

 

Stairway handrails are to be provided to comply with BCA 2013

 

 

 

 

 

 

 

 

+ Drainage to be in accordance with part 3 of the BCA. Point to meet local authority requirements QLD. | Part 3.12
+ All plumbing & draining is to comply with the standard sewerage by-laws & requirements of the local authority
+ All downpipes to be installed in accordance the current Building Code of Australia 3.5.2.5, N.S.W | !1.N.S.W Part 3.12 does not apply. Note: The N.S.W additions contain energy
efficiency measures that apply in N.S.W to support and complement BASIX
each downpipe must not serve more than 12m of gutter length
+ Stormwater system to local authority requirements ( owner / applicant / builder to ensure no storm water VIC. | Part 3.12
Tunoff occurs onto adjoining properties, back onto any structures & no ponding under sub floor areas TAS. | in TAS. Part 3.12 is replaced with B.C.A 2009 Part 3.12
+ Stormwater approval for legal discharge to be obtained from local authority prior to work commencing. SA
Discharge is proposed to: kerb & channel, rubble pit to council requirements, inter allotment drainage, “ Part 3.12
storm water service main, canal or river. W.A | part 3.12
N.T | in N.T Part 3.12 is replaced with B.C.A 2009 Part 3.12

 

 

 

 

 

 

 

Legend

BCA
AS
DP
HWs
SHS
sD
FW
TBC
RL
AFL
NGL
FGL
FFL
GFFL

TP
OHC
UBO
wo
DW
MO
WMS
WAR
SGD
sw
DH
AW
lv

SL

VSD
MSD
csD

SWL

Building Code of Australia
Australian Standards
Downpipe

Hot Water System

Steel Post

Service Duct

Floor Waste

To Be Confirmed

Relative Level

Above Floor Level

Natural Ground Level
Finished Ground Level
Finished Floor Level
Garage Finished Floor Level
Joinery Level

Top Plate

Overhead Cupboard
Under Bench Oven

Wall Oven

Dishwasher Provision
Microwave Provision
Washing Machine Space
Walk-in-Robe

Sliding Glass Door
Aluminum Sliding Window
Aluminum Double Hung Window
Aluminum Awning Window
Aluminum Louvre Window
Fixed Glass

Side Light

Vinyl Sliding Door
Mirrored Sliding Door
Cavity Sliding Door

Brick Course Number

Stormwater Line

 

 

 

 

   

   

srefanomaiasnetecwigtcey aes | Please Read Carefully euler se Project me
| been taken in the preparation of tis document, the | This plan certified correct is the one referred to in the contract & u Projects L ds / Not Unit 1:
Shop 8 &:9H20 Broadwater, Constructed ‘os any representation of fact All| SPecfications and | understand change hereafter may not be Lot 1 No. 28 Nannygai Street egends otes Unit 2:
ae information, provided to us is from reputable possible, These plans supercede all other previous plans or sketches. Unit 3:
vendor, it's servants or agents for any ertors of QWNEE / § visa DARE ec Noosaville Design Name: Unit 4:
e: [email protected] —_| omissions. All interested parties should make their Cust nits:
woniwantthatdesign.com au own enquiries to satisfy themselves in relation to ustom :
[ABN: 89135124775. Qasa: 1181286 | all matters. OWNER / $ waerrnstnnesenntstinnntnnsenetennseetenie DARE sso QLD 4566 Total:

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Issue/Rev.| Plot Date Description Drawing No: Scale! N/A
217.58 sqm |__CA_| 11/06/2014 | Concept Drawings Designed By. ly
217.58 sqm [CB (b) | 22/06/2014 | Re-design as requested - alternate facade 3
218.50 sqm |_C¢_| 26/06/2014 | Amendments as requested Drawn By: PK
222.41 sqm |_€D | 26/06/2014] Amendments as requested Checked By: cy
PA __| 27/06/2014| Preliminary Drawings Issued
876.07 sqm Job No: 4416SM

 

 

 

 

 

 

 

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